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[]
["COMBINED SEWER SYSTEM (CSS) STORMWATER BMP SIZING CALCULATOR INSTRUCTIONS"]
["• This worksheet provides instructions on how to use the Combined Sewer System (CSS) Stormwater Best Management Practice (BMP) Sizing Calculator. "]
["• The CSS BMP Sizing Calculator (Sizing Calculator) was developed to assist San Francisco developers in selecting and sizing stormwater BMPs that will enable them to meet the CSS stormwater performance measures per the Stormwater Management Requirements (SMR) and Green Infrastructure Typical Details. "]
["• The CSS performance measures are  intended to reduce the volume and peak flow of runoff to the CSS by requiring percent reductions (originally based on LEED Sustainable Sites 6.1 Stormwater Quantity Credit [LEED 6.1]). "]
["• New and redevelopment projects in the CSS area that create and/or replace 5,000 sf or more of impervious surface are required to comply with the SMR."]
["• Complying with the CSS performance measures can be achieved by reducing the existing imperviousness at the site or by implementing stormwater BMPs. "]
["• The CSS BMP Sizing Calculator is intended for sites (or site subwatersheds) less than 2 acres but may also be used for parks up to 5 acres. Multiple CSS BMP Sizing Calculators may be used for project sites with multiple subwatershed discharges up to or equal to 5 acres.  Larger sites or sites with complex stormwater management systems should use other SFPUC accepted hydrologic modeling software.  Multiple Sizing Calculators should also be used to divide a project site to ensure that similar bioretention BMPs types have a similar sizing ratio (BMP area : DMA area). Refer to the \"SFPUC Accepted Hydrologic Calculation Methods\" memorandum available for download through the SFPUC stormwater website (http://sfwater.org/SMR)."]
["• Additional calculations may be required to supplement the intended capabilities and output of the CSS BMP Sizing Calculator. "]
[]
["CALCULATION APPROACH"]
["• The Sizer calculates the site's pre-project and post-project runoff hydrographs using the Santa Barbara Urban Hydrograph (SBUH) method.   "]
["• The SBUH method was developed by the Santa Barbara County Flood Control and Water Conservation District to determine runoff hydrographs for small and medium-sized urban areas. "]
["• The SBUH method is based on the Soil Conservation Service (SCS) curve number (CN) approach, but is generally easier to implement in spreadsheet calculations than SCS because it computes the runoff hydrograph directly without going through the intermediate steps of generating unit hydrographs. "]
["• For more detailed information about SBUH and the calculation method employed in the Sizer refer to the \"CSS BMP Sizing Calculator - Calculation Approach\" memorandum available for download through the SFPUC stormwater website (http://sfwater.org/SMR)."]
[]
["SUMMARY OF WORKSHEETS"]
["CSS BMP Sizing Calculator: The user enters the site design and Stormwater Control Plan information on this worksheet.  The worksheet calculates the pre-project and post-project runoff from the site and indicates whether the performance measures have been met. "]
["RWH Calculator: Necessary for sites using rainwater harvesting. This worksheet calculates a site's annual non-potable demand and estimates the average volume remaining in storage prior to a storm event.  Data input into the \"RWH Calculator\" are automatically populated into the \"CSS BMP Sizing Calculator\" sheet. Additional RW Cistern calculations may be required. "]
["Rainfall and Hydrographs: This worksheet is for informational purposes only.  It displays the 1-yr and 2-yr, 24-hour design storms for San Francisco.  This worksheet also includes graphs of the site's existing and proposed runoff hydrographs based on the user-entered data in the \"CSS BMP Sizing Calculator\" tab. "]
[]
["LEGEND"]
["User Input =",null,"Green-shaded cells accept user-entered data.  "]
["Default Value =",null,"Gray-shaded cells include default values that can be revised by the user if supporting documentation is provided. "]
[" Locked Cell =",null,"White cells contain calculations or instructions.  These cells are locked to prevent modification.  "]
["Note/Comment =",null,"Red  triangles indicate that there is a comment on the cell that provides additional instructions. "]
[]
[]
["STEPS FOR COMPLETING THE \"CSS BMP SIZING CALCULATOR\" WORKSHEET"]
["• Unless rainwater harvesting is proposed, only the \"CSS BMP Sizing Calculator\" worksheet is required.  Enter data on page 1; results are summarized on page 2. "]
["• \"Clear Input Cells\" macro button:  This macro will clear all \"User Input\" cells and allow the user to start over."]
["• \"Restore Defaults\" macro button:  This macro will restore \"Default Value\" cells if user elects to change the default values during the design process."]
["• \"Example 1, Sample Calculations: \"Example SMP 1: Standard SMR Compliance\" macro button: For added guidance, a completed example of a stormwater management plan is provided on the SFPUC stormwater website (http://sfwater.org/SMR).  To see the \"simplified\" calculations for Example SMP 1, press the macro button on the \"CSS BMP Sizing Calculator\" worksheet."]
["• \"Example 2, Sample Calculations: \"Example SMP 2: Modified Compliance w/ No Sidewalks\" (online)\" macro button: For added guidance, a completed example of a stormwater management plan with Modified Compliance is provided on the SFPUC stormwater website (http://sfwater.org/SMR).  To see the calculations for Example SMP 2, press the macro button on the \"CSS BMP Sizing Calculator\" worksheet."]
["• \"Example 3, Sample Calculations: BMPs in Series (online example SMP coming soon)\" macro button: For added guidance, a completed example with appropriate use of BMPs in Series based on Example SMP 1 is provided.  To see the calculations for the BMPs in Series example based on Example SMP 1, press the macro button on the \"CSS BMP Sizing Calculator\" worksheet."]
[]
["General: Project Name, Address, Project Site Area"]
["•  Enter the general specifications for the project.  The Sizer is only recommended for sites (or site subwatersheds) less than 2 acres. However, multiple subwatersheds summing up to a site maximum of 5 acres may be used for parks."]
["•  Modified Compliance: Enter the target percent reductions as approved by SFPUC staff within the Modified Compliance Application."]
["    An input of 'No' means that Modified Compliance was not approved for the site and the standard SFPUC stormwater performance % reductions will be used for compliance (see Step 5).  "]
["    An input of 'Yes' indicates that Modified Compliance was approved for the site.  The user must enter in the approved modified target % reductions for compliance (see Step 5)."]
[]
["Step 1: Enter the site's infiltration characteristics"]
["•  Select the hydrologic soil group (HSG) of the native soils at the site based on finding and boring logs from the Geotechnical Investigation Report. "]
["The HSG is a Natural Resources Conservation Service classification system in which soils are categorized into four runoff potential groups."]
["The groups range from A soils, with high permeability and little runoff production, to D soils, which have low permeability rates and produce much more runoff. "]
["•  Select 'Yes' if the site meets San Francisco's infiltration constraints, and BMPs will be at-grade and unlined.  Select 'No'  if it does not meet the infiltration constraints, no infiltration BMPs are proposed, or if the BMPs will be lined. "]
["Infiltration feasibility depends on several factors (depth to groundwater, depth to bedrock, liquefaction hazard, etc). See SMR Appendix C for full list of infiltration site constraints (http://sfwater.org/smr)."]
["•  Enter Field Tested Infiltration Rate, if applicable."]
["If a field infiltration test has been conducted, entered the saturated 'Measured Infiltration Rate' here; otherwise, leave blank."]
["•  Select Field Testing Method, if any."]
["Choose one of the following options from the drop-down menu: 1) Not Conducted, 2) Pilot Infiltration Test, 3) Double-Ring Infiltrometer, 4) Soil Grain Size Analysis, 5) and 6) Alternate Approved Method (e.g., Boring Test). "]
["Based on the type of test conducted, a correction factor is automatically applied to the measured infiltration rate to calculate a Design Infiltration Rate. "]
["See http://sfwater.org/smr for more information on infiltration testing requirements. "]
["The max allowable Design Infiltration Rate for the Sizing Calculator is 5 in/hr.  "]
[]
["Step 2: Enter the Existing sites Time of Concentration (Tc) information"]
["Note: The data entered in Step 2 affect the site's time of concentration.  Increasing the time of concentration helps slow and dissipate runoff before it leaves the site. "]
["•  Select the means by which exsiting runoff is currently conveyed from the site to the CSS."]
["If the runoff flows over land to the local catch basin, enter \"Overland\". "]
["If the runoff flows by a local channel to the CSS, enter \"Channel\"."]
["If the runoff is collected by an area drain on site and piped to the CSS, enter \"Pipe\"."]
["•  Enter the site's average slope in the direction of flow. "]
["•  Enter the maximum length that runoff has to travel to exit the site."]
[]
["Step 3a: Enter the existing and proposed areas of pervious, impervious, and BMP surfaces"]
["•  Enter area of existing pervious and impervious surfaces at the site.  "]
["•  Enter area of proposed pervious and impervious surfaces at the site.  The runoff curve numbers (CN) are populated automatically based on the surface and HSG soil type. "]
["•  CNs are used to estimate the amount of rainfall that becomes runoff.  The methodology and values are based on the Soil Conservation Service's Urban Hydrology for Small Watershed, Technical Release 55. Enter surface area (sf) into the following catagories:"]
["      > \"Grass/Lawn on Grade\": Landscaped areas with less than 50% plant coverage"]
["      >  \"Landscaping on Grade (Low Density)\": Landscaped areas with 50 to 75% planting coverage (e.g., shrubs, trees, and other native plants)."]
["      > \"Landscaping on Grade (High Density)\": Landscaped areas with greater than 75% coverage."]
["      > \"Street Tree Well\": Tree well pit area located in the public ROW."]
["      > \"Traditional Planter on Structure\": Landscape areas located on structure (or lined) using conventional planting soils (i.e. not lightweight Vegetated Roof). "]
["•  Enter BMP areas.  These areas will likely have to be adjusted as part of an iterative process to achieve the required runoff reductions summarized in Step 4. "]
["With the exception of RW cisterns, dry wells/infiltration galleries, and detention vaults, BMPs are treated as surface BMPs (i.e., open to the atmosphere) that take up real surface space at the site. "]
["If the area of a proposed BMP needs to be increased to meet the runoff requirements, the area of the conventional surfaces at the site must be decreased accordingly. The sum of the conventional and BMP areas should equal the total site area from the existing conditions.  "]
["Note: \"Swales\" are typically sloped systems designed to convey and treat runoff. These systems are generally not applicable to meeting the CSS runoff reduction requirements unless they are designed with check dams or other means to slow and infiltrate runoff. If designed as such, swales can be approximated as Bioretention in the calculator.  "]
["•  If applicable, enter the storage volume of cisterns and detention vaults. These BMPs are treated as bulk storage items rather than site surfaces.  "]
[]
["Step 3b: Enter the stormwater BMP design information AND conventional areas from Step 3a that drain to each BMP"]
["•  The information to be entered in Step 3b is grouped into three categories, as explained below:"]
[]
["Drainage Areas"]
["•  Enter the portion of the impervious and pervious conventional areas from Step 3a that drain to each BMP. Include only the area of the conventional surfaces, not the BMP surfaces."]
["The impervious and pervious areas entered in Step 3a serve as the possible drainage areas in Step 3b."]
["The total drainage areas entered in Step 3b should be less than or equal to the total proposed conventional areas listed in Step 3a. "]
[]
["Stormwater BMP Depths and Volumes"]
["Note: Default depths are provided in the CSS BMP Sizing Calculator but can be replaced with site-specific design values. Values should be entered in feet."]
["•  Enter \"BMP Ponding Depth\": refers to ponding areas above the soil media in bioretention systems (e.g., rain gardens, flow-through planters, etc.) including the mulch layer.  For detention vaults, and (non-rock filled) dry wells, ponding depth refers to active storage volume depth."]
["•  Enter \"BMP Media Depth\": refers to the depth of the planting soil media, to be used for bioretention systems (e.g., rain gardens, flow-through planters, etc.) and vegetated roofs.  For infiltration trenches, dry wells, and permeable pavement, media depth should not be used."]
["•  Enter \"Gravel Storage Depth\": refers to the entire depth of the gravel \"storage\" or \"reservoir\" course, including the \"choking course\" (for bioretention systems) or the \"leveling course\" (for permeable paver systems) located between the BMP media or wearing course and the native soil sub-base."]
["•  Enter \"Height of Underdrain Above Base\": refers to the portion of the gravel storage layer that is between the underdrain and the native soil sub-base or liner.  Note that a gravel layer of 2-inch minimum thickness is required for unlined systems and 2-inch maximum for lined systems.  "]
["•  Enter \"Storage Volume\": refers to the usuable/active storage volume of a detention vault or subsurface infiltration system (i.e., pore volume in a infiltration system filled with clean aggregate)."]
[]
["Outlet Control Structure"]
["Orifice Control Structures allow for enhanced design of stormwater BMPs.  The use of Orifice Control Structures require additional design coordination with SFPUC and DBI Plumbing Inspection Division (PID) staff."]
["•  If an orifice control structure is proposed to control discharge rates, enter the orifice diameter. If no outlet control device is used, enter the diameter of the outlet pipe. "]
["The drawdown rate is estimated based on the outlet or orifice diameter entered. The drawdown time is the time it takes for the BMP to completely drain its design storage volume. "]
["The recommended minimum diameter for orifices is 1-inch. The allowed minimum diameter in the CSS BMP Sizing Calculator is 0.5-inch. Designs with orifice diameters less than 1-inch should include measures to prevent orifice clogging. (Note: Outlet Control Structure details are required if default values are adjusted.)"]
["Drawdown rates for infiltration BMPs are based on the site's design infiltration rate and are thus not subject to outlet control modifications. "]
[]
["Drawdown Time"]
["Drawdown is the time for a BMP to drain its full storage volume.  Ponding and soil media of vegetated BMPs must drain within 24 hours or less. All other non-planted BMPs must drain within 48 hours with the exception of cisterns.  Rainwater harvesting cisterns do not have a maximum drawdown time as they are designed for longer-term storage and reuse.    "]
[]
["BMPs in Series"]
["BMPs in Series allow for enhanced design of stormwater BMPs.  The use of BMPs in Series must be proposed and approved by SFPUC staff at a SCP Pre-application meeting, or via written approval."]
["•  If  BMPs in Series are proposed at the site, the user should select \"Yes\" from the corresponding drop-down menu. If BMPs in Series are not proposed, leave"]
[" as this as the default \"No\"."]
["•  After selecting \"Yes\", select the First BMP in Series and Receiving BMP in Series from the corresponding drop-down menus."]
["The First BMP in Series and Receiving BMP in Series must be different and cannot be the same type of stormwater BMP.  The calculator will add the outflow from the First BMP (i.e., the overflow and detained discharge) to the inflow for the Receiving BMP.  The Receiving BMP is allowed to have its own separate drainage area un-associated with the First BMP in Series. See Figure 12 on the BMP Schematics for an example of a rainwater harvesting cistern in series with a detention tank."]
[]
["Step 4: Check that the site and Drainage Management Areas (DMAs) are entered correctly"]
["• Step 4 summarizes the site's drainage management areas and checks the feasibility of areas input in Step 3a. "]
["• Ensure that the \"Check of Areas\" column does not include \"ERROR\" responses.  If the column does include \"ERROR,\" check areas and drainage areas in Step 3a. "]
[]
["Steps 5 and 6 do not require user input. They are included as a summary of checks, overall SMR performance, and stormwater BMP performance. "]
[]
["Step 5: Compare if the SMR runoff reduction requirements are met"]
["• Step 6 summarizes the information needed to check compliance with the CSS performance measures."]
["• An answer of \"YES\" or \"PASS\" in the \"Requirement Met?\" column in the table indicates that the stormwater requirement has been met. If the volume requirement or peak flow requirement has not been met, a note will be generated that suggests using different BMPs. "]
[]
[" Step 6: Review Stormwater BMP performance"]
["• Step 6 summarizes the runoff reduction performance during the 2-yr, 24-hour storm for each BMP at the site.  "]
["• The table displays the peak flow in and out of each BMP, as well as the total runoff volume to each BMP, the volume retained (through infiltration, evapotranspiration, or reuse), and the volume discharged back to the sewer."]
["• Retained volume also includes \"volume remaining in storage,\" which equals the total volume left in the BMP 48 hours after the end of the storm event. With the exception of cisterns, all volume captured by stormwater BMPs should have been drawn down by this time, and thus, this value should be zero. "]
["• If Step 5 indicates that the proposed stormwater plan does not meet the requirements, Step 6 can be used to assess the performance of each BMP and determine necessary adjustments."]
[" "]
["Iterative Adjustments: Iterative adjustments should be expected. If adjustments are required, return to Step 3a and 3b to make the necessary changes."]

{"sheet":"BMP Schematics","index":1,"n_rows":42,"n_cols":26,"rows_kept":42,"cut":false,"hidden":false,"merged":[[4,0,4,28],[41,0,41,3],[23,10,23,13],[5,25,5,28],[5,10,5,13],[5,15,5,18],[5,20,5,23],[23,25,23,28],[23,20,23,23],[23,15,23,18],[5,0,5,3],[5,5,5,8],[23,0,23,3],[23,5,23,8]]}
[]
["Typical BMP Schematics for CSS and MS4 Sizing Calculators (Not to be used as Construction Details)"]
["Refer to the CSS and MS4 BMP Sizing Calculators: Calculation Approach using the SBUH Method report (https://sfwater.org/modules/showdocument.aspx?documentid=9083)"]
[]
["'Click' on each schematic to zoom."]
["Bioretention Basin (no underdrain, no liner)",null,null,null,null,"Bioretention Planter (no underdrain, no liner)",null,null,null,null,"Rainwater Harvesting Cistern sub-grade",null,null,null,null,"Rainwater Harvesting Cistern on-grade",null,null,null,null,"Dry Well/Infiltration Gallery",null,null,null,null,"Permeable Pavement"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Bioretention Basin (underdrain)",null,null,null,null,"Bioretention Planter (underdrain)",null,null,null,null,"Bioretention Planter on grade (underdrain)",null,null,null,null,"Vegetated Roof, Infiltration Gallery, and Infiltration Trench",null,null,null,null,"Detention Vault and Detention Tank",null,null,null,null,"Rainwater Harvesting Cistern to Detention in Series"]
[]
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[]
[]
[]
[]
[]
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[]
["Propietary Infiltration System"]

{"sheet":"CSS BMP Sizing Calculator","index":2,"n_rows":88,"n_cols":35,"rows_kept":88,"cut":false,"hidden":false,"merged":[[1,6,1,7],[2,6,2,7],[3,6,3,7],[28,29,28,30],[5,2,5,8],[10,3,10,4],[19,11,19,14],[21,13,21,14],[22,13,22,14],[4,11,5,12],[29,29,29,30],[20,29,20,30],[21,29,21,30],[22,29,22,30],[25,29,25,30],[26,29,26,30],[27,29,27,30],[72,0,84,0],[78,1,84,1],[72,1,77,1],[70,1,71,2],[20,0,34,0],[20,1,26,1],[28,1,35,1],[38,1,42,1],[44,1,49,1],[38,0,49,0],[53,2,53,5],[62,2,62,7],[55,6,56,8],[32,13,34,13],[32,14,34,14],[30,6,30,14],[52,6,52,14],[32,6,34,6],[32,7,34,7],[32,8,34,8],[85,1,85,2],[32,11,34,11],[32,12,34,12],[32,9,34,9],[32,10,34,10],[87,2,88,13],[0,9,0,13],[57,6,58,8],[58,10,58,13],[54,10,54,14],[1,9,1,11],[2,9,2,11],[3,9,3,11],[56,10,56,13],[57,10,57,13],[55,10,55,13],[1,3,1,4],[2,3,2,4],[3,3,3,4],[4,3,4,4],[20,13,20,14]]}
[null,null,"CSS BMP SIZING CALCULATOR - Only use for subwatersheds less than 2 acres, and sites less than 5 acres.",null,null,null,null,null,null,"Modified Compliance Application",null,null,null,null,"LEGEND:",null,"Supporting Calculations "]
[null,null,"Project Address:",null,null,"Applicant Name:",null,null,null,"Modified Compliance approved?",null,null,null,null,"User Input"]
[null,null,"Project Name (Alias):",null,null,"Company:",null,null,null,{"$f":"IF(M2=\"Yes\",\"2-yr, 24-hr: Peak Flow % Reduction\",\"N/A\")","v":"N/A"},null,null,null,null,"Default Value",null,null,null,null,"Summary of Site Infiltration Characteristics"]
[null,null,"Total Project Site Area (ft2):",null,null,"Date:",null,null,null,{"$f":"IF(M2=\"Yes\",\"2-yr, 24-hr: Runoff Volume % Reduction\",\"N/A\")","v":"N/A"},null,null,null,null,"Locked",null,null,null,null," Soil Type",{"$f":"IF(D8=\"\", \"\", D8)","v":""},null,null,null,null,null,null,"Evapotranspiration Factors"]
[null,null,"Subwatershed Name (if applicable):",null,null,null,null,null,null,"Project Requirement:",null,{"$f":"IF(D52=0,\"Requirement will be populated when existing site areas are entered in Step 3a\",IF(M2=\"No\", IF($D27/$D$36<=0.5, \"Case 1: No net increase in peak flow and volume from the 1-yr and 2-yr, 24 hr storms\",\"Case 2: 25% reduction in peak flow and volume from the 2-yr, 24 hr storm\"), IF(M2=\"Yes\", \"Modified Compliance Percent Reductions Entered Above\", \"Select Yes or No above\")))","v":"Requirement will be populated when existing site areas are entered in Step 3a"},null,null,"Comment",null,null,null,null,"HSG Est. Inf. Rate (in/hr)",{"$f":"IF(U4=\"\",\"\",HLOOKUP(U4,W7:Z8,2))","v":""},null,null,null,null,null,null,"Bioretention/FTP (Underdrain, Liner)",null,"Bioretention/FTP (Underdrain, No Liner)",null,"Vegetated Roof "]
[null,null,{"$f":"IF(D4>2*43560,\"The Sizing Calculator is not recommend for large or complex sites.  See 'BMP Sizing Instructions' worksheet for\", \" \")","v":" "},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unconstrained Inf. Rate (in/hr)",{"$f":"IF($D$9=\"No\",0,IF(ISBLANK(D10),U5,IF($D$12=\"N/A\",U5,$D$10*$D$12)))","v":""},null,"HSG Soil Type",null,null,null,null,"Soil Depth (ft)","All Soil Types","Soil Type  D","Soil Type C","Soil Depth ","Loss","Adjustment for No Liner with no Sub-U/D Storage"]
[null,null,"STEP 1 - Enter the site's infiltration characteristics",null,null,null,null,null,{"$f":"IF(C6<>\" \",\"site size restrictions.\",\"\")","v":""},null,null,null,null,null,null,null,null,null,null,"Design Inf. Rate (in/hr)",{"$f":"D13","v":""},null,"A","B","C","D","Not Feas.","(ft)","(in/hr)","in/hr","in/hr","(ft)"," (in/hr)","in/hr"]
[null,null,"HSG Soil Type: ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Estimated Infiltration Rate (in/hr)",0.5,0.35,0.2,0.1,0,1.5,0.11,1.999999999999999E-2,2.5000000000000001E-3,0.25,2.5000000000000001E-2,0]
[null,null,"Is Infiltration Feasible or Proposed?",null,null,null,null,null,null,null,null,null,null,null,null,null,"Not Conducted",null,null,null,null,"Expected BMP as % of DMA",7.0000000000000007E-2,0.09,0.13,0.17,0.2,1.75,0.115,2.4999999999999994E-2,5.0000000000000044E-3,0.33,3.1250000000000007E-2]
[null,null,"Measured Infiltration Rate (in/hr):",null,null,null,null,null,null,null,null,null,null,null,null,null,"Pilot Infiltration Test",0.5,null,null,null,null,null,null,null,null,null,2,0.12,0.03,1.0000000000000009E-2,0.5,3.7499999999999999E-2]
[null,null,"Infiltration Testing Method:",null,null,null,null,null,null,null,null,null,null,null,null,null,"Double-Ring Infiltrometer",0.33300000000000002,null,"Tree Canopy Credit (ft2)",null,null,null,null,null,null,null,2.5,0.125,3.5000000000000003E-2,1.5000000000000013E-2,0.75,0.05]
[null,null,"Infiltration Rate Correction Factor:",{"$f":"IF(D9=\"No\",0,IF(ISBLANK(D11),\" \",VLOOKUP(D11,Q8:R14,2,FALSE)))","v":" "},null,null,null,null,null,null,null,null,null,null,null,null,"Soil Grain Size Analysis",0.33300000000000002,null,100,null,null,null,null,null,null,null,3,0.13,4.0000000000000008E-2,2.0000000000000018E-2,1,6.2500000000000014E-2]
[null,null,"Design Infiltration Rate (in/hr):",{"$f":"IF(U6=\"\",\"\",IF(U6>5,5,U6))","v":""},{"$f":"IF(ISERR(R15),\"\", IF(ISBLANK(D9),\"Select Yes or No above for infiltration feasibility\",\"\"))","v":""},null,null,null,null,null,null,null,null,null,null,null,"Boring Test (D10 ≥ 0.1mm)  ",0.15,null,null,null,null,"CN","S","Ia",null,null,null,null,null,null,1.25,7.4999999999999997E-2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Boring Test (D10 < 0.1mm)",0.1,null,null,null,"Undeveloped (Natural) Conditions",{"$f":"F29","v":{"$error":"#N/A"}},{"$f":"1000/W14-10","v":{"$error":"#N/A"}},{"$f":"X14*0.2","v":{"$error":"#N/A"}}]
[null,null,"STEP 2 - Enter the site's EXISTING runoff pathway information to estimate the Time of Concentration (Tc)",null,null,null,null,null,null,null,null,null,null,null,null,null,"For E17 Note:",{"$f":"D13+1","v":{"$error":"#VALUE!"}}]
[null,null,"Existing Means of Conveying Runoff Offsite?",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Site Weighted Averages - Existing Conditions",null,null,"Site Weighted Averages - Proposed Conditions",null,null,null,null,"ET Rate Used in Bioretention/FTP (Underdrain, No Liner) (in/hr)",{"$f":"IF(J45>0, IF(U7=0,VLOOKUP(J45,AB8:AC12,2),IF(U4=\"D\",VLOOKUP(J45,AB8:AE12,3),VLOOKUP(J45,AB8:AE12,4)))+IF(AND(U7>0,L45=0),AH8,0), 0)","v":2.5000000000000001E-3}]
[null,null,"Avg. Site Slope in Direction of Flow (%):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CN","Sheet n","Shallow Ks","CN","Sheet n","Shallow Ks",null,null,"ET Rate Used for Bioretention/FTP (Underdrain, Liner) (in/hr)",{"$f":"IF(J46>0, VLOOKUP(J$46,AB$8:AC$12,2), 0)","v":0.11}]
[null,null,"Maximum Flow Length (ft):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($D$52>0,(W22*$X$24+W29*$X$34)/$D52,0)","v":0},{"$f":"IF($D$52>0,(X22*$X$24+X29*$X$34)/$D52,0)","v":0},{"$f":"IF($D$52>0,(Y22*$X$24+Y29*$X$34)/$D52,0)","v":0},{"$f":"IF($AA$24+$AA$34>0,(Z22*$AA$24+Z29*$AA$34)/($AA$24+$AA$34),0)","v":0},{"$f":"IF($AA$24+$AA$34>0,(AA22*$AA$24+AA29*$AA$34)/($AA$24+$AA$34),0)","v":0},{"$f":"IF($AA$24+$AA$34>0,(AB22*$AA$24+AB29*$AA$34)/($AA$24+$AA$34),0)","v":0},null,null,"ET Rate Used for Vegetated Roof",{"$f":"IF(J47>0, VLOOKUP($J$47,AF$8:AG$13,2), 0)","v":3.7499999999999999E-2}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Existing","Proposed"]
[null,null,"STEP 3a - Enter the sites EXISTING and PROPOSED areas of impervious, pervious, and BMP surfaces. ",null,null,null,null,null,null,null,null,"BMPs in Series",null,null,null,null,"Receiving BMP list",null,"Impervious Surfaces","Impervious Surfaces","Value for Surfaces",null,"Weighted Values - Existing ",null,null,"Weighted Values - Proposed"]
["Conventional Surfaces","Impervious","Surface Type","Existing (ft2)"," Proposed (ft2)","Curve Number",null,null,null,null,null,null,"Are BMPs in Series Proposed?","No",null,null,"Bioretention (No Underdrain No Liner)",null,"Effective Imp Area","Effective Imp Area","Sheet n","Shallow Ks","CN","Sheet n","Shallow Ks","Proj CN","Sheet n","Shallow Ks",null,"Aggregate Porosity",null,0.4]
[null,null,"Pavement (Conventional)",null,null,{"$f":"HLOOKUP('CSS BMP Sizing Calculator'!$D$8,'Tc Calcs'!$O$3:$R$15,3)","v":{"$error":"#N/A"}},null,null,null,null,null,null,"First BMP in Series",null,null,null,"Cistern",null,{"$f":"D22","v":0},0,{"$f":"'Tc Calcs'!S5","v":1.0999999999999999E-2},{"$f":"'Tc Calcs'!T5","v":20.329999999999998},{"$f":"IF(X24>0,SUMPRODUCT(S22:S26,F22:F26)/X24,0)","v":0},{"$f":"IF(X24>0,SUMPRODUCT(S22:S26,U22:U26)/X24,0)","v":0},{"$f":"IF(X24>0,SUMPRODUCT(S22:S26,V22:V26)/X24,0)","v":0},{"$f":"IF(AA24>0,SUMPRODUCT($T22:$T26,F22:F26)/AA24,98)","v":98},{"$f":"IF(AA24>0,SUMPRODUCT(T22:T26,U22:U26)/AA24,0.012)","v":1.2E-2},{"$f":"IF(AA24>0,SUMPRODUCT(T22:T26,V22:V26)/AA24,20.3)","v":20.3},null,"Media Porosity",null,0.3,"Long-Term Design K","Factor of Safety"," "]
[null,null,"Roof (Conventional)",null,null,{"$f":"HLOOKUP('CSS BMP Sizing Calculator'!$D$8,'Tc Calcs'!$O$3:$R$15,4)","v":{"$error":"#N/A"}},null,null,null,null,null,null,"Receiving BMP in Series",null,null,null,"Infiltration Trench",null,0,0,{"$f":"'Tc Calcs'!S6","v":1.2999999999999999E-2},{"$f":"'Tc Calcs'!T6","v":20.329999999999998},null,null,null,null,null,null,null,"Media Conductivity",null,{"$f":"AG23*AH23","v":4},5,0.8]
[null,null,"Gravel on Soils",null,null,{"$f":"HLOOKUP('CSS BMP Sizing Calculator'!$D$8,'Tc Calcs'!$O$3:$R$15,5)","v":{"$error":"#N/A"}},null,null,null,null,null,{"$f":"IF(AND(N21=\"Yes\",OR(ISBLANK(N22), ISBLANK(N23))), \"Select First BMP and Receiving BMP or change answer to No\",\nIF(AND(N21=\"No\",ISTEXT(N22),ISTEXT(N23)), \"Select 'Yes' if BMPs in Series are used\",\nIF(AND(N21=\"Yes\",N22=N23),\"Error! First BMP and Receiving BMP cannot be the same\",\" \")))","v":" "},null,null,null,null,"Dry Well/Infiltration Gallery",null,0,0,{"$f":"'Tc Calcs'!S7","v":0.05},{"$f":"'Tc Calcs'!T7","v":16.13},"Total Area =",{"$f":"SUM(S22:S26)","v":0},null,"Total Area =",{"$f":"SUM(T22:T26)","v":0}]
[null,null,"Water",null,null,null,null,null,null,null,null,null,null,null,null,null,"Bioretention/FTP (Underdrain No Liner)",null,{"$f":"D25","v":0},{"$f":"E25","v":0}]
[null,null,"Other:",null,null,null,null,null,null,null,null,null,null,null,null,null,"Bioretention/FTP (Underdrain Liner)",null,{"$f":"D26","v":0},{"$f":"E26","v":0},{"$f":"IF(F26>=F22,U22,IF(F26>=F24,U24,U24))","v":{"$error":"#N/A"}},{"$f":"IF(F26>=F22,V22,IF(F26>=F24,V24,V24))","v":{"$error":"#N/A"}},"Weighted Values - Existing ",null,null,"Weighted Values - Proposed",null,null,null,"FTP-UL Weighted Porosity",null,{"$f":"(J45*AF22+K45*AF21)/(J45+K45)","v":0.3}]
[null,null,"Impervious Areas Subtotal  ",{"$f":"SUM(D22:D26)","v":0},{"$f":"SUM(E22:E26)","v":0},null,null,null,null,null,null,null,null,null,null,null,"Detention Vault or Tank",null,null,null,null,null,null,null,null,null,null,null,null,"FTP-L Weighted Porosity",null,{"$f":"(J46*$AF$22+K46*$AF$21)/(J46+K46)","v":0.3}]
[null,null,"Pervious Areas","Existing (ft2)"," Proposed (ft2)","CN",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sheet n","Shallow Ks","CN","Sheet n","Shallow Ks","Proj CN","Sheet n","Shallow Ks",null,"Trad. Planter Weighted Porosity"]
[null,"Pervious","Grass/Lawn on Grade",null,null,{"$f":"HLOOKUP('CSS BMP Sizing Calculator'!$D$8,'Tc Calcs'!$O$3:$R$15,9)","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,"Upstream BMP list",null,null,null,{"$f":"'Tc Calcs'!S11","v":0.15},{"$f":"'Tc Calcs'!T11","v":7},{"$f":"IF($X$34>0,SUMPRODUCT($D29:$D34,F29:F34)/$X$34,0)","v":0},{"$f":"IF($X$34>0,SUMPRODUCT($D29:$D34,U29:U34)/$X$34,0)","v":0},{"$f":"IF($X$34>0,SUMPRODUCT($D29:$D34,V29:V34)/$X$34,0)","v":0},{"$f":"IF(AA34>0,SUMPRODUCT($E29:$E34,F29:F34)/AA34,0)","v":0},{"$f":"IF(AA34>0,SUMPRODUCT($E29:$E34,U29:U34)/AA34,0)","v":0},{"$f":"IF(AA34>0,SUMPRODUCT($E29:$E34,V29:V34)/AA34,0)","v":0},null,"Veg. Roof Weighted Porosity",null,{"$f":"(J47*$AF$22)/(J47)","v":0.3}]
[null,null,"Landscaping on Grade (Low Density)",null,null,{"$f":"HLOOKUP('CSS BMP Sizing Calculator'!$D$8,'Tc Calcs'!$O$3:$R$15,10)","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,"Cistern",null,null,null,{"$f":"'Tc Calcs'!S12","v":0.24},{"$f":"'Tc Calcs'!T12","v":6},{"$f":"IF($X$33>0,(SUMPRODUCT($D29:$D32,F29:F32)+D34*F34)/$X$33,0)","v":0},null,null,{"$f":"IF(AA33>0,(SUMPRODUCT($E29:$E32,F29:F32)+E34*F34)/AA33,0)","v":0},null,null,null,"PP with Drain Weighted Porosity",null,{"$f":"S49","v":0.4}]
[null,null,"Landscaping on Grade (High Density)",null,null,{"$f":"HLOOKUP('CSS BMP Sizing Calculator'!$D$8,'Tc Calcs'!$O$3:$R$15,11)","v":{"$error":"#N/A"}},"STEP 3b - Enter stormwater BMP design information AND the conventional areas from Step 3a that drain to each BMP measure.",null,null,null,null,null,null,null,null,null,"Bioretention/FTP (Underdrain No Liner)",null,null,null,{"$f":"'Tc Calcs'!S13","v":0.4},{"$f":"'Tc Calcs'!T13","v":5}]
[null,null,"Street Tree Well (ROW Only)",null,null,{"$f":"HLOOKUP('CSS BMP Sizing Calculator'!$D$8,'Tc Calcs'!$O$3:$R$15,12)","v":{"$error":"#N/A"}},"Drainage Areas",null,"BMP Depths and Volumes",null,null,null,null,"Outlet Design",null,null,"Bioretention/FTP (Underdrain Liner)",null,null,null,{"$f":"'Tc Calcs'!S14","v":0.4},{"$f":"'Tc Calcs'!T14","v":5},"TP Area =",{"$f":"D33","v":0},null,"TP Area =",{"$f":"E33","v":0}]
[null,null,"Traditional Planter on Structure",null,null,null,"Impervious Area Draining to BMP (ft2)","Pervious Area Draining to BMP (ft2)","BMP Ponding Depth (ft)"," BMP Media Depth (ft)","Gravel Storage Depth (ft)","Height of Underdrain Above Base (ft)","Storage Volume (gallons)","Outlet or Orifice Diameter (in)","Approx. Drawdown Time (hrs)",null,"Vegetated Roof",null,null,null,{"$f":"'Tc Calcs'!S15","v":0.4},{"$f":"'Tc Calcs'!T15","v":5},"Pervious Area = ",{"$f":"X34-X32","v":0},null,"Pervious Area = ",{"$f":"AA34-AA32","v":0}]
[null,null,"Other:",null,null,null,null,null,null,null,null,null,null,null,null,null,"Detention Vault or Tank",null,null,null,{"$f":"IF(F34>=F29,U29,IF(F34>=F30,U30,IF(F34>=F31,U31,U22)))","v":{"$error":"#N/A"}},{"$f":"IF(F34>=F29,V29,IF(F34>=F30,V30,IF(F34>=F31,V31,IF(F34>=F32,V32,V32))))","v":{"$error":"#N/A"}},"Total Area =",{"$f":"D35","v":0},null,"Total Area =",{"$f":"E35","v":0}]
[null,null,"Pervious Areas Subtotal",{"$f":"SUM(D29:D34)","v":0},{"$f":"SUM(E29:E34)","v":0},"--"]
[null,null,"Subtotal of Conventional Areas",{"$f":"SUM(D27,D35)","v":0},{"$f":"SUM(E27,E35)","v":0},"--"]
[null,null,"BMP Areas","Existing BMP Area (ft2)","Proposed BMP Area (ft2)",null,null,null,null,null,null,null,null,null,null,null,null,"Dry Well Area (ft2)","Porosity of Media Area","Available Storage Volume (ft3)","Default K (in/hr)","f (in/hr)","Sub-UD storage (ft3)","Orifice Area (ft2)","Orifice Avg Q (cfs)","Average Reuse Rate (gpd)","Average Starting Volume (ft3)","Total Cistern Volume (ft3)","Drawdown (Orifice Controls Rate) (hrs)","Drawdown (Media Controls Rate) (hrs)","Detention Storage (cf)","BMP Area (sf)","Annual % Reuse"]
[null,null,"Retention BMP Measures"]
["Stormwater BMPs","Retention","Bioretention (No Underdrain, No Liner)","--",null,"--",null,null,0.5,1.5,null,"--",{"$f":"T39*7.48","v":0},"--",{"$f":"AD39","v":0},null,null,null,{"$f":"AF22","v":0.3},{"$f":"E39*(I39+J39*S39+K39*AF21)","v":0},{"$f":"IF($D$9=\"Yes\", IF($U$7<$AF$23, $U$7, $AF$23),0)","v":0},{"$f":"U39","v":0},null,null,null,null,null,null,null,{"$f":"IF(T39>0,(E39*(I39+J39*S39))/((U39/12)*E39),0)","v":0}]
[null,null,"Cistern","--",0,"--",{"$f":"'RWH Calculator'!$C$73","v":0},{"$f":"'RWH Calculator'!C74","v":0},"--","--",{"$f":"'RWH Calculator'!C80","v":0},"--",{"$f":"'RWH Calculator'!E86","v":0},"--",{"$f":"AD40&\" days\"","v":"0 days"},null,null,null,1,{"$f":"AB40-AA40","v":0},null,null,null,{"$f":"PI()*(N40/2/12)^2","v":{"$error":"#VALUE!"}},{"$f":"0.66*X40*(2*32.17*(I40)/2)^0.5","v":{"$error":"#VALUE!"}},{"$f":"'RWH Performance Evaluation'!D7/3651","v":0},{"$f":"'RWH Calculator'!E87/7.48","v":0},{"$f":"M40/7.48","v":0},{"$f":"IF(Y40>0,AE40/ Y40/3600,0)","v":{"$error":"#VALUE!"}},{"$f":"'RWH 10-yr Simulation'!BH26","v":0},0,{"$f":"'RWH Calculator'!E84","v":0},{"$f":"IF('RWH Calculator'!E89>0,'RWH Calculator'!E89,0)","v":{"$error":"#DIV/0!"}}]
[null,null,"Infiltration Trench","--",null,"--",null,null,"--","--",3,"--",{"$f":"T41*7.48","v":0},"--",{"$f":"AD41","v":0},null,null,null,{"$f":"$AF$21","v":0.4},{"$f":"E41*(K41*$AF$21)","v":0},{"$f":"IF($D$9 = \"Yes\", $U$7,0)","v":0},{"$f":"U41","v":0},null,null,null,null,null,null,null,{"$f":"IF(T41>0,T41/(U41/12*E41),0)","v":0}]
[null,null,"Dry Well/Infiltration Gallery","--",0,"--",null,null,0,"--",4,"--",null,"--",{"$f":"AD42","v":0},null,null,{"$f":"IF($I42+$K42>0,$M42/7.48/($AF$21*$K42+$I42),0)","v":0},{"$f":"$AF$21","v":0.4},{"$f":"M42/7.48","v":0},{"$f":"IF($D$9 = \"Yes\", $U$7,0)","v":0},{"$f":"U42","v":0},null,null,null,null,null,null,null,{"$f":"IF(T42>0,T42/(U42/12*R42),0)","v":0}]
[null,null,"Permeable Pavement (No Underdrain)","--",null,"--",null,0,"--","--",1,"--",{"$f":"T43*7.48","v":0},"--",{"$f":"AD43","v":0},null,"Min Storage Depth",null,{"$f":"$AF$21","v":0.4},{"$f":"E43*(K43*$AF$21)","v":0},{"$f":"IF($D$9 = \"Yes\", $U$7,0)","v":0},{"$f":"U43","v":0},null,null,null,null,null,null,null,{"$f":"IF(T43>0,T43/(U43/12*E43),0)","v":0}]
[null,null,"Detention + Evapotranspiration BMP Measures",null,null,null,null,null,null,null,null,null,null,4,null,null,null,null,null,"Available Storage Volume (ft3)","Default K (in/hr)","Calc'd f (in/hr)","Sub-UD storage (ft3)","Orifice Area (ft2)","Orifice Ave Q (cfs)"," Orifice Drawdown (hrs)","Media Drawdown (hrs)"," Drawdown Used (hrs)","Storage Above Underdrain  (ft3)"]
[null,"Detention","Bioretention/FTP (Underdrain, No Liner)","--",null,"--",null,null,0.5,1.5,null,0.16700000000000001,{"$f":"T45*7.48","v":0},4,{"$f":"AB45","v":0},null,{"$f":"ROUND(MAX(8/12,L45+N45/12),2)","v":0.67},null,{"$f":"$AF$22","v":0.3},{"$f":"E45*(I45+J45*S45+K45*$AF$21)","v":0},{"$f":"$AF$23","v":4},{"$f":"IF(AC45>0,AC45/E45/AB45*12,0)","v":0},{"$f":"L45*E45*$AF$21","v":0},{"$f":"PI()*(N45/12/2)^2","v":8.7266462599716474E-2},{"$f":"0.66*X45*(2*32.17*(I45+J45*$AF$22+IF(K45>L45,(K45-L45)*$AF$21,0))/2)^0.5","v":0.31840409206336717},{"$f":"IF(Y45>0,AC45/Y45/3600,0)","v":0},{"$f":"IF(T45>0,(E45*(I45+J45*S45))*(J45)/(U45/12*(I45/2+J45)*E45),0)","v":0},{"$f":"IF(E45>0,IF(AA45>=Z45,AA45,Z45),0)","v":0},{"$f":"E45*(I45+J45*S45+IF(K45>L45,K45-L45,0)*$AF$21)","v":0}]
[null,null,"Bioretention/FTP (Underdrain, Liner)","--",null,"--",null,null,0.5,1.5,null,"--",{"$f":"T46*7.48","v":0},4,{"$f":"AB46","v":0},null,null,null,{"$f":"$AF$22","v":0.3},{"$f":"E46*(I46+J46*S46+K46*$AF$21)","v":0},{"$f":"$AF$23","v":4},{"$f":"IF(AC46>0,AC46/E46/AB46*12,0)","v":0},0,{"$f":"PI()*(N46/12/2)^2","v":8.7266462599716474E-2},{"$f":"0.66*X46*(2*32.17*(I46+J46*$AF$22+K46*$AF$21)/2)^0.5","v":0.31840409206336717},{"$f":"IF(Y46>0,AC46/Y46/3600,0)","v":0},{"$f":"IF(T46>0,(E46*(I46+J46*S46))*(J46)/(U46/12*(I46/2+J46)*E46),0)","v":0},{"$f":"IF(E46>0,IF(AA46>=Z46,AA46,Z46),0)","v":0},{"$f":"E46*(I46+J46*S46+K46*$AF$21)","v":0}]
[null,null,"Vegetated Roof  ","--",null,"--",null,0,"--",0.5,"--","--",{"$f":"T47*7.48","v":0},4,{"$f":"AB47","v":0},null,null,null,{"$f":"$AF$22","v":0.3},{"$f":"E47*(J47*S47)+1/24*E47","v":0},1,{"$f":"IF(T47>0,T47/E47/AB47*12,0)","v":0},null,{"$f":"PI()*(N47/12/2)^2","v":8.7266462599716474E-2},{"$f":"0.66*X47*(2*32.17*(J47)/2)^0.5","v":0.23099460672981453},{"$f":"IF(Y47>0,T47/Y47/3600,0)","v":0},{"$f":"IF(T47>0,T47*(J47)/(U47/12*(J47)*E47),0)","v":0},{"$f":"IF(E47>0,IF(AA47>=Z47,AA47,Z47),0)","v":0},{"$f":"E47*(J47*S47)","v":0}]
[null,null,"Detention BMP Measures",null,null,null,null,null,null,null,1,0.16700000000000001,null,4,null,null,null,null,null,"Total Storage Volume (ft3)",null,null,"Sub-UD storage (ft3)","Orifice Area (ft2)","Orifice Avg Q (cfs)","Orifice Drawdown (hrs)","Media Drawdown (hrs)"]
[null,null,"Permeable Pavement (Underdrain)","--",null,"--",null,0,"--","--",1,0.16700000000000001,{"$f":"T49*7.48","v":0},4,{"$f":"AB49","v":0},null,{"$f":"ROUND(MAX(0.5,L49+N49/12),2)","v":0.5},null,{"$f":"$AF$21","v":0.4},{"$f":"E49*K49*$AF$21","v":0},{"$f":"IF($D$9=\"Yes\", $U$7, 0)","v":0},null,{"$f":"L49*E49*AF21","v":0},{"$f":"PI()*(N49/12/2)^2","v":8.7266462599716474E-2},{"$f":"0.66*X49*(2*32.17*(IF(K49>L49,(K49-L49)*$AF$21,0))/2)^0.5","v":0.18856858157343598},{"$f":"IF(Y49>0,AC49/Y49/3600,0)","v":0},{"$f":"IF(T49>0,L49*AF21/(U49/12),0)","v":0},{"$f":"IF(E49>0,Z49+AA49,0)","v":0},{"$f":"E49*(IF(K49>L49,K49-L49,0)*$AF$21)","v":0}]
[null,null,"Detention Vault or Tank","--",0,"--",null,null,null,"--","--","--",null,1.5,{"$f":"AB50","v":0},null,null,null,1,{"$f":"M50/7.48","v":0},null,{"$f":"IF(T50>0, T50/I50, 0)","v":0},null,{"$f":"PI()*(N50/12/2)^2","v":1.2271846303085129E-2},{"$f":"0.66*X50*(2*32.17*(I50)/2)^0.5","v":0},{"$f":"IF(Y50>0,T50/Y50/3600,0)","v":0},"--",{"$f":"IF(M50>0,Z50,0)","v":0}]
[null,null,"BMP Areas Subtotals","--",{"$f":"SUM(E39:E50)","v":0},"--"]
[null,null,"Total Project Site Areas",{"$f":"0+D36","v":0},{"$f":"E51+E36","v":0},"--",{"$f":"SUM(G39:G50)","v":0},{"$f":"SUM(H39:H50)","v":0},null,null,null,null,{"$f":"SUM(M39:M50)","v":0},null,null,null,null,null,null,"Total Storage Volume (ft3)"]
[null,null,null,null,null,null,{"$f":"IF(OR(O46>=24.5,O45>=24.5,O39>=24.5,O47>=24.5,O41>=48.5,O42>=48.5,O43>=48.5,O49>=48.5,O50>=48.5),\"Drawdown time exceeds maximum.\"& CHAR(10),\"\")&IF(AD40>=365,\" Cistern drawdown is excessively long, consider reducing cistern size or using a different stormwater management approach.\",\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(T39:T50)","v":0}]
[null,null,"STEP 4 - Check that site and drainage management areas are entered correctly. \n(CSS = Combined Sewer System) "]
[null,null,"Project Site Surfaces","Existing Area (ft2)","Proposed Area (ft2)","CHECK OF AREAS",null,null,null,null,"Other Performance Outputs \n(For PUC tracking/auditing, not compliance related)"]
[null,null,"Impervious Area Draining to BMP",0,{"$f":"T59","v":0},{"$f":"IF(E56>E27,\"ERROR\",\"OK\")","v":"OK"},{"$f":"IF(F56=\"ERROR\",\"< Area should be less than or equal to total proposed impervious area.\",IF(G47>(0.5*E47),\"<- Vegetated roof should not have significant impervious run-on.\",\"\"))","v":""},null,null,null,"Total Runoff from Drainage Area (gal per year)",null,null,null,{"$f":"IFERROR(Annual!C21,\"\")","v":""},null,"Summary of Site Areas"]
[null,null,"Impervious Area Draining Directly to CSS ",{"$f":"R59","v":0},{"$f":"U59","v":0},null,null,null,null,null,"Annual Runoff Removed From Sewer (gal per year)",null,null,null,{"$f":"IFERROR(Annual!C23,\"\")","v":""},null,"Site Surfaces","Existing   ","Proposed Areas (ft2)"]
[null,null,"Pervious Area Draining to BMP",0,{"$f":"T60","v":0},{"$f":"IF(E58>E35,\"ERROR\",\"OK\")","v":"OK"},{"$f":"IF(F58=\"ERROR\", \"<- Area should be less than or equal to total proposed pervious area.\",\" \")","v":" "},null,null,null,"Annual Runoff Detained (gal per year)",null,null,null,{"$f":"IFERROR(Annual!C25,\"\")","v":0},null,"Surfaces","Area (ft2)","Total Area","Portion Draining to BMP","Portion Draining Directly to Sewer"]
[null,null,"Pervious Area Draining Directly to CSS ",{"$f":"R60","v":0},{"$f":"U60","v":0},null,null,null,null,null,"Increased Green Space (acres)",null,null,null,{"$f":"IFERROR(Annual!C28,\"\")","v":0},null,"Impervious Areas",{"$f":"D27","v":0},{"$f":"E27","v":0},{"$f":"G52","v":0},{"$f":"IF(S59-T59>0,S59-T59,0)","v":0}]
[null,null,"Stormwater BMP Area",0,{"$f":"T61","v":0},null,null,null,null,null,null,null,null,null,null,null,"Pervious Areas",{"$f":"D35","v":0},{"$f":"E35","v":0},{"$f":"H52","v":0},{"$f":"S60-T60","v":0}]
[null,null,"Total Area",{"$f":"SUM(D56:D60)","v":0},{"$f":"SUM(E56:E60)","v":0},{"$f":"IF(D61=E61,\"OK\", \"ERROR\")","v":"OK"},{"$f":"IF(F61=\"ERROR\", \"Total areas should be equal\",\" \")","v":" "},null,null,null,null,null,null,null,null,null,"BMP Areas",0,{"$f":"T61","v":0},{"$f":"SUM(E39:E50)","v":0},{"$f":"S61-T61","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Totals",{"$f":"SUM(R59:R61)","v":0},{"$f":"SUM(S59:S61)","v":0},{"$f":"SUM(T59:T61)","v":0},{"$f":"SUM(U59:U61)","v":0}]
[null,null,"STEP 5 - Compare if the SMR runoff reductions to quantity control requirements are met.  If not, review BMP performance output in Step 6, then return to Step 3 to adjust stormwater strategies. "]
[null,null,"Quantity Control Parameter","Existing Conditions","Proposed Conditions","% Reduction From Existing Conditions","Target % Reduction","Requirement Met?",null,null,null,null,null,null,null,null,"Check of Stormwater Management Strategy"]
[null,null,"1-yr, 24 hr: Peak Flow (cfs)",{"$f":"'1-yr SBUH'!M10","v":{"$error":"#DIV/0!"}},{"$f":"IF(N21=\"Yes\", IF(AND(N22<>\"\", N23<>\"\"),'1-yr SBUH TT'!FQ9, '1-yr SBUH'!FP9), '1-yr SBUH'!FP9)","v":0},{"$f":"ROUND((D65-E65)/D65,2)","v":{"$error":"#DIV/0!"}},{"$f":"IF(M2=\"Yes\", \"N/A\", IF($D$27/$D$36 <= 0.5, 0, \"N/A\"))","v":{"$error":"#DIV/0!"}},{"$f":"IF(G65=\"N/A\",\"N/A\",IF(E65<=D65,\"YES\", \"NO\"))","v":{"$error":"#DIV/0!"}},{"$f":"IFERROR(IF(H65=\"NO\", \"Use detention or retention BMP measures to reduce peak flow\",\" \"),\"\")","v":""}]
[null,null,"1-yr, 24 hr: Runoff Volume (ft3)",{"$f":"'1-yr SBUH'!M9","v":{"$error":"#DIV/0!"}},{"$f":"IF(N21=\"Yes\", IF(AND(N22<>\"\", N23<>\"\"),'1-yr SBUH TT'!FQ6, '1-yr SBUH'!FP6),'1-yr SBUH'!FP6)","v":0},{"$f":"ROUND((D66-E66)/D66,2)","v":{"$error":"#DIV/0!"}},{"$f":"IF(M2=\"Yes\", \"N/A\", IF($D$27/$D$36 <= 0.5, 0, \"N/A\"))","v":{"$error":"#DIV/0!"}},{"$f":"IF(G66=\"N/A\",\"N/A\",IF(E66<=D66,\"YES\", \"NO\"))","v":{"$error":"#DIV/0!"}},{"$f":"IFERROR(IF(H66=\"NO\", \"Use retention or evapotranspiration BMP measures to reduce runoff volume\",\" \"),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,"Change in % Impervious from Existing to Proposed Conditions:",{"$f":"(S59+S61-R59)/R62","v":{"$error":"#DIV/0!"}}]
[null,null,"2-yr, 24 hr: Peak Flow (cfs)",{"$f":"'2-yr SBUH'!M10","v":{"$error":"#DIV/0!"}},{"$f":"IF(N21=\"Yes\", IF(AND(N22<>\"\", N23<>\"\"),'2-yr SBUH TT'!FQ9, '2-yr SBUH'!FP9), '2-yr SBUH'!FP9)","v":0},{"$f":"ROUND((D67-E67)/D67,2)","v":{"$error":"#DIV/0!"}},{"$f":"IF(M2=\"Yes\", M3, IF($D$27/$D$36 <= 0.5, 0, 0.25))","v":{"$error":"#DIV/0!"}},{"$f":"IF(M2=\"Yes\",IF(F67>=G67,\"YES\",IF(AND(F68>=G68,F67+F68>=G67+G68),\"PASS\",\"NO\")),IF(F67>=G67,\"YES\", \"NO\"))","v":{"$error":"#DIV/0!"}},{"$f":"IFERROR(IF(H67=\"NO\", \"Use detention or retention BMP measures to reduce peak flow\",\" \"),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,"Expected BMP Area Required as Percent of Impervious Project Drainage Area:",{"$f":"IF(U66<-0.3,0,HLOOKUP(D8,W7:Z9,3)+0.2*U66)","v":{"$error":"#DIV/0!"}}]
[null,null,"2-yr, 24 hr: Runoff Volume (ft3)",{"$f":"'2-yr SBUH'!M9","v":{"$error":"#DIV/0!"}},{"$f":"IF(N21=\"Yes\", IF(AND(N22<>\"\", N23<>\"\"),'2-yr SBUH TT'!FQ6, '2-yr SBUH'!FP6),'2-yr SBUH'!FP6)","v":0},{"$f":"ROUND((D68-E68)/D68,2)","v":{"$error":"#DIV/0!"}},{"$f":"IF(M2=\"Yes\", M4, IF($D$27/$D$36 <= 0.5, 0, 0.25))","v":{"$error":"#DIV/0!"}},{"$f":"IF(M2=\"Yes\",IF(H67=\"PASS\",\"PASS\",IF(F68>=G68,\"YES\",\"NO\")),IF(F68>=G68,\"YES\", \"NO\"))","v":{"$error":"#DIV/0!"}},{"$f":"IFERROR(IF(H68=\"NO\", \"Use retention or evapotranspiration BMP measures to reduce runoff volume\",\" \"),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,"Actual BMP Area as Percent of Impervious Project Drainage Area:",{"$f":"IF(SUM(E22:E26)>0,SUM(E39:E50)/SUM(E22:E26,E43, E47, E49),\" \")","v":" "}]
[]
[null,null,"STEP 6 - Review the summary table below to see how each BMP performs during the 2-yr 24 hr storm. The site's hydrographs are shown in the \"Rainfall and Hydrographs\" tab. ",null,null,null,null,null,null,null,null,null,null,"For BMPs in Series Only"]
[null,"Stormwater BMP Measures",null,"Inflows","Outflows",null,"Volume In","Volume Retained",null,null,"Volume Out to CSS",null,null,"Volume to Receiving BMP"]
[null,null,null,"Peak Flow to BMP (cfs)","Peak Rate of Discharged Flow (cfs)","Peak Rate of Overflow (cfs)","Runoff to BMP (ft3)"," Infiltration + E/T (ft3)","Reuse (ft3)","Volume Remaining in Storage (ft3)","Detained Discharge Volume (ft3)","Overflow Volume (ft3)",null,"Detained Discharge Volume (ft3)","Overflow Volume (ft3)",null,"Total"]
[null,"Retention","Retention BMP Measures"]
[null,null,"Bioretention (No Underdrain, No Liner)",{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Bioretention (No Underdrain No Liner)\", $N$23=\"Bioretention (No Underdrain No Liner)\"), '2-yr SBUH TT'!$AN8,'2-yr SBUH'!$AN8),'2-yr SBUH'!$AN8)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Bioretention (No Underdrain No Liner)\", 0, IF($N$23=\"Bioretention (No Underdrain No Liner)\", '2-yr SBUH TT'!$AN9,'2-yr SBUH'!$AN9)),'2-yr SBUH'!$AN9)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Bioretention (No Underdrain No Liner)\", 0, IF($N$23=\"Bioretention (No Underdrain No Liner)\", '2-yr SBUH TT'!$AN10,'2-yr SBUH'!$AN10)),'2-yr SBUH'!$AN10)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Bioretention (No Underdrain No Liner)\", $N$23=\"Bioretention (No Underdrain No Liner)\"), '2-yr SBUH TT'!$AN2,'2-yr SBUH'!$AN2),'2-yr SBUH'!$AN2)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Bioretention (No Underdrain No Liner)\", $N$23=\"Bioretention (No Underdrain No Liner)\"), '2-yr SBUH TT'!$AN3,'2-yr SBUH'!$AN3),'2-yr SBUH'!$AN3)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Bioretention (No Underdrain No Liner)\", $N$23=\"Bioretention (No Underdrain No Liner)\"), '2-yr SBUH TT'!$AN4,'2-yr SBUH'!$AN4),'2-yr SBUH'!$AN4)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Bioretention (No Underdrain No Liner)\", $N$23=\"Bioretention (No Underdrain No Liner)\"), '2-yr SBUH TT'!$AN5,'2-yr SBUH'!$AN5),'2-yr SBUH'!$AN5)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Bioretention (No Underdrain No Liner)\", 0, IF($N$23=\"Bioretention (No Underdrain No Liner)\", '2-yr SBUH TT'!$AN6,'2-yr SBUH'!$AN6)),'2-yr SBUH'!$AN6)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Bioretention (No Underdrain No Liner)\", 0, IF($N$23=\"Bioretention (No Underdrain No Liner)\", '2-yr SBUH TT'!$AN7,'2-yr SBUH'!$AN7)),'2-yr SBUH'!$AN7)","v":0},null,"--","--",null,{"$f":"SUM(H74:L74)","v":0}]
[null,null,"Cistern",{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Cistern\", $N$23=\"Cistern\"), '2-yr SBUH TT'!$AY8,'2-yr SBUH'!$AY8),'2-yr SBUH'!$AY8)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Cistern\", 0, IF($N$23=\"Cistern\", '2-yr SBUH TT'!$AY9,'2-yr SBUH'!$AY9)),'2-yr SBUH'!$AY9)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Cistern\", 0, IF($N$23=\"Cistern\", '2-yr SBUH TT'!$AY10,'2-yr SBUH'!$AY10)),'2-yr SBUH'!$AY10)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Cistern\", $N$23=\"Cistern\"), '2-yr SBUH TT'!$AY2,'2-yr SBUH'!$AY2),'2-yr SBUH'!$AY2)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Cistern\", $N$23=\"Cistern\"), '2-yr SBUH TT'!$AY3,'2-yr SBUH'!$AY3),'2-yr SBUH'!$AY3)","v":0},{"$f":"IF($N$21=\"Yes\",\nIF(OR($N$22=\"Cistern\", $N$23=\"Cistern\"), '2-yr SBUH TT'!$AY4,\nIF('2-yr SBUH'!$AY4<'2-yr SBUH'!AY2, '2-yr SBUH'!AY4, '2-yr SBUH'!AY2)),\nIF('2-yr SBUH'!$AY4<'2-yr SBUH'!AY2,'2-yr SBUH'!AY4,'2-yr SBUH'!AY2))","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Cistern\", $N$23=\"Cistern\"), ('2-yr SBUH TT'!$AY5-'2-yr SBUH TT'!AS8),('2-yr SBUH'!$AY5-'2-yr SBUH'!AS8)),('2-yr SBUH'!$AY5-'2-yr SBUH'!AS8))","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Cistern\", 0, IF($N$23=\"Cistern\", '2-yr SBUH TT'!$AY6,'2-yr SBUH'!$AY6)),'2-yr SBUH'!$AY6)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Cistern\", 0, IF($N$23=\"Cistern\", '2-yr SBUH TT'!$AY7,'2-yr SBUH'!$AY7)),'2-yr SBUH'!$AY7)","v":0},null,{"$f":"IF(N22=\"Cistern\",'2-yr SBUH TT'!$AY$6,0)","v":0},{"$f":"IF(N22=\"Cistern\",'2-yr SBUH TT'!$AY$7,0)","v":0},null,{"$f":"SUM(H75:L75)","v":0}]
[null,null,"Infiltration Trench",{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Infiltration Trench\", $N$23=\"Infiltration Trench\"), '2-yr SBUH TT'!$BM8,'2-yr SBUH'!$BM8),'2-yr SBUH'!$BM8)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Infiltration Trench\", 0, IF($N$23=\"Infiltration Trench\", '2-yr SBUH TT'!$BM9,'2-yr SBUH'!$BM9)),'2-yr SBUH'!$BM9)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Infiltration Trench\", 0, IF($N$23=\"Infiltration Trench\", '2-yr SBUH TT'!$BM10,'2-yr SBUH'!$BM10)),'2-yr SBUH'!$BM10)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Infiltration Trench\", $N$23=\"Infiltration Trench\"), '2-yr SBUH TT'!$BM2,'2-yr SBUH'!$BM2),'2-yr SBUH'!$BM2)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Infiltration Trench\", $N$23=\"Infiltration Trench\"), '2-yr SBUH TT'!$BM3,'2-yr SBUH'!$BM3),'2-yr SBUH'!$BM3)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Infiltration Trench\", $N$23=\"Infiltration Trench\"), '2-yr SBUH TT'!$BM4,'2-yr SBUH'!$BM4),'2-yr SBUH'!$BM4)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Infiltration Trench\", $N$23=\"Infiltration Trench\"), '2-yr SBUH TT'!$BM5,'2-yr SBUH'!$BM5),'2-yr SBUH'!$BM5)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Infiltration Trench\", 0, IF($N$23=\"Infiltration Trench\", '2-yr SBUH TT'!$BM6,'2-yr SBUH'!$BM6)),'2-yr SBUH'!$BM6)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Infiltration Trench\", 0, IF($N$23=\"Infiltration Trench\", '2-yr SBUH TT'!$BM7,'2-yr SBUH'!$BM7)),'2-yr SBUH'!$BM7)","v":0},null,"--","--",null,{"$f":"SUM(H76:L76)","v":0}]
[null,null,"Dry Well/Infiltration Gallery",{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Dry Well/Infiltration Gallery\", $N$23=\"Dry Well/Infiltration Gallery\"), '2-yr SBUH TT'!$BX8,'2-yr SBUH'!$BX8),'2-yr SBUH'!$BX8)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Dry Well/Infiltration Gallery\", 0, IF($N$23=\"Dry Well/Infiltration Gallery\", '2-yr SBUH TT'!$BX9,'2-yr SBUH'!$BX9)),'2-yr SBUH'!$BX9)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Dry Well/Infiltration Gallery\", 0, IF($N$23=\"Dry Well/Infiltration Gallery\", '2-yr SBUH TT'!$BX10,'2-yr SBUH'!$BX10)),'2-yr SBUH'!$BX10)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Dry Well/Infiltration Gallery\", $N$23=\"Dry Well/Infiltration Gallery\"), '2-yr SBUH TT'!$BX2,'2-yr SBUH'!$BX2),'2-yr SBUH'!$BX2)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Dry Well/Infiltration Gallery\", $N$23=\"Dry Well/Infiltration Gallery\"), '2-yr SBUH TT'!$BX3,'2-yr SBUH'!$BX3),'2-yr SBUH'!$BX3)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Dry Well/Infiltration Gallery\", $N$23=\"Dry Well/Infiltration Gallery\"), '2-yr SBUH TT'!$BX4,'2-yr SBUH'!$BX4),'2-yr SBUH'!$BX4)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Dry Well/Infiltration Gallery\", $N$23=\"Dry Well/Infiltration Gallery\"), '2-yr SBUH TT'!$BX5,'2-yr SBUH'!$BX5),'2-yr SBUH'!$BX5)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Dry Well/Infiltration Gallery\", 0, IF($N$23=\"Dry Well/Infiltration Gallery\", '2-yr SBUH TT'!$BX6,'2-yr SBUH'!$BX6)),'2-yr SBUH'!$BX6)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Dry Well/Infiltration Gallery\", 0, IF($N$23=\"Dry Well/Infiltration Gallery\", '2-yr SBUH TT'!$BX7,'2-yr SBUH'!$BX7)),'2-yr SBUH'!$BX7)","v":0},null,"--","--",null,{"$f":"SUM(H77:L77)","v":0}]
[null,null,"Permeable Pavement (No Underdrain)",{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Permeable Pavement (No Underdrain)\", $N$23=\"Permeable Pavement (No Underdrain)\"), '2-yr SBUH TT'!$CI8,'2-yr SBUH'!$CI8),'2-yr SBUH'!$CI8)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Permeable Pavement (No Underdrain)\", 0, IF($N$23=\"Permeable Pavement (No Underdrain)\", '2-yr SBUH TT'!$CI9,'2-yr SBUH'!$CI9)),'2-yr SBUH'!$CI9)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Permeable Pavement (No Underdrain)\", 0, IF($N$23=\"Permeable Pavement (No Underdrain)\", '2-yr SBUH TT'!$CI10,'2-yr SBUH'!$CI10)),'2-yr SBUH'!$CI10)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Permeable Pavement (No Underdrain)\", $N$23=\"Permeable Pavement (No Underdrain)\"), '2-yr SBUH TT'!$CI2,'2-yr SBUH'!$CI2),'2-yr SBUH'!$CI2)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Permeable Pavement (No Underdrain)\", $N$23=\"Permeable Pavement (No Underdrain)\"), '2-yr SBUH TT'!$CI3,'2-yr SBUH'!$CI3),'2-yr SBUH'!$CI3)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Permeable Pavement (No Underdrain)\", $N$23=\"Permeable Pavement (No Underdrain)\"), '2-yr SBUH TT'!$CI4,'2-yr SBUH'!$CI4),'2-yr SBUH'!$CI4)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Permeable Pavement (No Underdrain)\", $N$23=\"Permeable Pavement (No Underdrain)\"), '2-yr SBUH TT'!$CI5,'2-yr SBUH'!$CI5),'2-yr SBUH'!$CI5)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Permeable Pavement (No Underdrain)\", 0, IF($N$23=\"Permeable Pavement (No Underdrain)\", '2-yr SBUH TT'!$CI6,'2-yr SBUH'!$CI6)),'2-yr SBUH'!$CI6)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Permeable Pavement (No Underdrain)\", 0, IF($N$23=\"Permeable Pavement (No Underdrain)\", '2-yr SBUH TT'!$CI7,'2-yr SBUH'!$CI7)),'2-yr SBUH'!$CI7)","v":0},null,"--","--",null,{"$f":"SUM(H78:L78)","v":0}]
[null,"Detention","Detention + E/T BMP Measures"]
[null,null,"Bioretention/FTP (Underdrain, No Liner)",{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Bioretention/FTP (Underdrain No Liner)\", $N$23=\"Bioretention/FTP (Underdrain No Liner)\"), '2-yr SBUH TT'!$CX9,'2-yr SBUH'!$CX9),'2-yr SBUH'!$CX9)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Bioretention/FTP (Underdrain No Liner)\", 0, IF($N$23=\"Bioretention/FTP (Underdrain No Liner)\", '2-yr SBUH TT'!$CX10,'2-yr SBUH'!$CX10)),'2-yr SBUH'!$CX10)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Bioretention/FTP (Underdrain No Liner)\", 0, IF($N$23=\"Bioretention/FTP (Underdrain No Liner)\", '2-yr SBUH TT'!$CX11,'2-yr SBUH'!$CX11)),'2-yr SBUH'!$CX11)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Bioretention/FTP (Underdrain No Liner)\", $N$23=\"Bioretention/FTP (Underdrain No Liner)\"), '2-yr SBUH TT'!$CX2,'2-yr SBUH'!$CX2),'2-yr SBUH'!$CX2)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Bioretention/FTP (Underdrain No Liner)\", $N$23=\"Bioretention/FTP (Underdrain No Liner)\"), '2-yr SBUH TT'!$CX3+'2-yr SBUH TT'!CX4,'2-yr SBUH'!$CX3+'2-yr SBUH'!CX4),'2-yr SBUH'!$CX3+'2-yr SBUH'!CX4)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Bioretention/FTP (Underdrain No Liner)\", $N$23=\"Bioretention/FTP (Underdrain No Liner)\"), '2-yr SBUH TT'!$CX5,'2-yr SBUH'!$CX5),'2-yr SBUH'!$CX5)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Bioretention/FTP (Underdrain No Liner)\", $N$23=\"Bioretention/FTP (Underdrain No Liner)\"), '2-yr SBUH TT'!$CX6,'2-yr SBUH'!$CX6),'2-yr SBUH'!$CX6)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Bioretention/FTP (Underdrain No Liner)\", 0, IF($N$23=\"Bioretention/FTP (Underdrain No Liner)\", '2-yr SBUH TT'!$CX7,'2-yr SBUH'!$CX7)),'2-yr SBUH'!$CX7)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Bioretention/FTP (Underdrain No Liner)\", 0, IF($N$23=\"Bioretention/FTP (Underdrain No Liner)\", '2-yr SBUH TT'!$CX8,'2-yr SBUH'!$CX8)),'2-yr SBUH'!$CX8)","v":0},null,{"$f":"IF(N22=\"Bioretention/FTP (Underdrain No Liner)\",'2-yr SBUH TT'!$CX$7,0)","v":0},{"$f":"IF(N22=\"Bioretention/FTP (Underdrain No Liner)\",'2-yr SBUH TT'!$CX$8,0)","v":0},null,{"$f":"SUM(H80:L80)","v":0}]
[null,null,"Bioretention/FTP (Underdrain, Liner)",{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Bioretention/FTP (Underdrain Liner)\", $N$23=\"Bioretention/FTP (Underdrain Liner)\"), '2-yr SBUH TT'!$DP9,'2-yr SBUH'!$DP9),'2-yr SBUH'!$DP9)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Bioretention/FTP (Underdrain Liner)\", 0, IF($N$23=\"Bioretention/FTP (Underdrain Liner)\", '2-yr SBUH TT'!$DP10,'2-yr SBUH'!$DP10)),'2-yr SBUH'!$DP10)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Bioretention/FTP (Underdrain Liner)\", 0, IF($N$23=\"Bioretention/FTP (Underdrain Liner)\", '2-yr SBUH TT'!$DP11,'2-yr SBUH'!$DP11)),'2-yr SBUH'!$DP11)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Bioretention/FTP (Underdrain Liner)\", $N$23=\"Bioretention/FTP (Underdrain Liner)\"), '2-yr SBUH TT'!$DP2,'2-yr SBUH'!$DP2),'2-yr SBUH'!$DP2)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Bioretention/FTP (Underdrain Liner)\", $N$23=\"Bioretention/FTP (Underdrain Liner)\"), '2-yr SBUH TT'!$DP3+'2-yr SBUH TT'!DP4,'2-yr SBUH'!$DP3+'2-yr SBUH'!DP4),'2-yr SBUH'!$DP3+'2-yr SBUH'!DP4)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Bioretention/FTP (Underdrain Liner)\", $N$23=\"Bioretention/FTP (Underdrain Liner)\"), '2-yr SBUH TT'!$DP5,'2-yr SBUH'!$DP5),'2-yr SBUH'!$DP5)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Bioretention/FTP (Underdrain Liner)\", $N$23=\"Bioretention/FTP (Underdrain Liner)\"), '2-yr SBUH TT'!$DP6,'2-yr SBUH'!$DP6),'2-yr SBUH'!$DP6)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Bioretention/FTP (Underdrain Liner)\", 0, IF($N$23=\"Bioretention/FTP (Underdrain Liner)\", '2-yr SBUH TT'!$DP7,'2-yr SBUH'!$DP7)),'2-yr SBUH'!$DP7)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Bioretention/FTP (Underdrain Liner)\", 0, IF($N$23=\"Bioretention/FTP (Underdrain Liner)\", '2-yr SBUH TT'!$DP8,'2-yr SBUH'!$DP8)),'2-yr SBUH'!$DP8)","v":0},null,{"$f":"IF(N22=\"Bioretention/FTP (Underdrain Liner)\",'2-yr SBUH TT'!$DP$7,0)","v":0},{"$f":"IF(N22=\"Bioretention/FTP (Underdrain Liner)\",'2-yr SBUH TT'!$DP$8,0)","v":0},null,{"$f":"SUM(H81:L81)","v":0}]
[null,null,"Vegetated Roof",{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Vegetated Roof\", $N$23=\"Vegetated Roof\"), '2-yr SBUH TT'!$EG8,'2-yr SBUH'!$EG8),'2-yr SBUH'!$EG8)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Vegetated Roof\", 0, IF($N$23=\"Vegetated Roof\", '2-yr SBUH TT'!$EG9,'2-yr SBUH'!$EG9)),'2-yr SBUH'!$EG9)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Vegetated Roof\", 0, IF($N$23=\"Vegetated Roof\", '2-yr SBUH TT'!$EG10,'2-yr SBUH'!$EG10)),'2-yr SBUH'!$EG10)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Vegetated Roof\", $N$23=\"Vegetated Roof\"), '2-yr SBUH TT'!$EG2,'2-yr SBUH'!$EG2),'2-yr SBUH'!$EG2)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Vegetated Roof\", $N$23=\"Vegetated Roof\"), '2-yr SBUH TT'!$EG3,'2-yr SBUH'!$EG3),'2-yr SBUH'!$EG3)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Vegetated Roof\", $N$23=\"Vegetated Roof\"), '2-yr SBUH TT'!$EG4,'2-yr SBUH'!$EG4),'2-yr SBUH'!$EG4)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Vegetated Roof\", $N$23=\"Vegetated Roof\"), '2-yr SBUH TT'!$EG5,'2-yr SBUH'!$EG5),'2-yr SBUH'!$EG5)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Vegetated Roof\", 0, IF($N$23=\"Vegetated Roof\", '2-yr SBUH TT'!$EG6,'2-yr SBUH'!$EG6)),'2-yr SBUH'!$EG6)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Vegetated Roof\", 0, IF($N$23=\"Vegetated Roof\", '2-yr SBUH TT'!$EG7,'2-yr SBUH'!$EG7)),'2-yr SBUH'!$EG7)","v":0},null,{"$f":"IF(N22=\"Vegetated Roof\",'2-yr SBUH TT'!$EG$6,0)","v":0},{"$f":"IF(N22=\"Vegetated Roof\",'2-yr SBUH TT'!$EG$7,0)","v":0},null,{"$f":"SUM(H82:L82)","v":0}]
[null,null,"Detention BMP Measures"]
[null,null,"Permeable Pavement (Underdrain)",{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Permeable Pavement (Underdrain)\", $N$23=\"Permeable Pavement (Underdrain)\"), '2-yr SBUH TT'!$EU8,'2-yr SBUH'!$EU8),'2-yr SBUH'!$EU8)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Permeable Pavement (Underdrain)\", 0, IF($N$23=\"Permeable Pavement (Underdrain)\", '2-yr SBUH TT'!$EU9,'2-yr SBUH'!$EU9)),'2-yr SBUH'!$EU9)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Permeable Pavement (Underdrain)\", 0, IF($N$23=\"Permeable Pavement (Underdrain)\", '2-yr SBUH TT'!$EU10,'2-yr SBUH'!$EU10)),'2-yr SBUH'!$EU10)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Permeable Pavement (Underdrain)\", $N$23=\"Permeable Pavement (Underdrain)\"), '2-yr SBUH TT'!$EU2,'2-yr SBUH'!$EU2),'2-yr SBUH'!$EU2)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Permeable Pavement (Underdrain)\", $N$23=\"Permeable Pavement (Underdrain)\"), '2-yr SBUH TT'!$EU3,'2-yr SBUH'!$EU3),'2-yr SBUH'!$EU3)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Permeable Pavement (Underdrain)\", $N$23=\"Permeable Pavement (Underdrain)\"), '2-yr SBUH TT'!$EU4,'2-yr SBUH'!$EU4),'2-yr SBUH'!$EU4)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Permeable Pavement (Underdrain)\", $N$23=\"Permeable Pavement (Underdrain)\"), '2-yr SBUH TT'!$EU5,'2-yr SBUH'!$EU5),'2-yr SBUH'!$EU5)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Permeable Pavement (Underdrain)\", 0, IF($N$23=\"Permeable Pavement (Underdrain)\", '2-yr SBUH TT'!$EU6,'2-yr SBUH'!$EU6)),'2-yr SBUH'!$EU6)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Permeable Pavement (Underdrain)\", 0, IF($N$23=\"Permeable Pavement (Underdrain)\", '2-yr SBUH TT'!$EU7,'2-yr SBUH'!$EU7)),'2-yr SBUH'!$EU7)","v":0},null,"--","--",null,{"$f":"SUM(H84:L84)","v":0}]
[null,null,"Detention Vault or Tank",{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Detention Vault or Tank\", $N$23=\"Detention Vault or Tank\"), '2-yr SBUH TT'!$FI8,'2-yr SBUH'!$FI8),'2-yr SBUH'!$FI8)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Detention Vault or Tank\", 0, IF($N$23=\"Detention Vault or Tank\", '2-yr SBUH TT'!$FI9,'2-yr SBUH'!$FI9)),'2-yr SBUH'!$FI9)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Detention Vault or Tank\", 0, IF($N$23=\"Detention Vault or Tank\", '2-yr SBUH TT'!$FI10,'2-yr SBUH'!$FI10)),'2-yr SBUH'!$FI10)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Detention Vault or Tank\", $N$23=\"Detention Vault or Tank\"), '2-yr SBUH TT'!$FI2,'2-yr SBUH'!$FI2),'2-yr SBUH'!$FI2)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Detention Vault or Tank\", $N$23=\"Detention Vault or Tank\"), '2-yr SBUH TT'!$FI3,'2-yr SBUH'!$FI3),'2-yr SBUH'!$FI3)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Detention Vault or Tank\", $N$23=\"Detention Vault or Tank\"), '2-yr SBUH TT'!$FI4,'2-yr SBUH'!$FI4),'2-yr SBUH'!$FI4)","v":0},{"$f":"IF($N$21=\"Yes\", IF(OR($N$22=\"Detention Vault or Tank\", $N$23=\"Detention Vault or Tank\"), '2-yr SBUH TT'!$FI5,'2-yr SBUH'!$FI5),'2-yr SBUH'!$FI5)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Detention Vault or Tank\", 0, IF($N$23=\"Detention Vault or Tank\", '2-yr SBUH TT'!$FI6,'2-yr SBUH'!$FI6)),'2-yr SBUH'!$FI6)","v":0},{"$f":"IF($N$21=\"Yes\", IF($N$22=\"Detention Vault or Tank\", 0, IF($N$23=\"Detention Vault or Tank\", '2-yr SBUH TT'!$FI7,'2-yr SBUH'!$FI7)),'2-yr SBUH'!$FI7)","v":0},null,{"$f":"IF(N22=\"Detention Vault or Tank\",'2-yr SBUH TT'!$FI$6,0)","v":0},{"$f":"IF(N22=\"Detention Vault or Tank\",'2-yr SBUH TT'!$FI$7,0)","v":0},null,{"$f":"SUM(H85:L85)","v":0}]
[null,"Totals",null,null,null,null,{"$f":"SUM(G74:G85)","v":0},0,0,0,0,0,null,{"$f":"SUM(N74:N85)","v":0},{"$f":"SUM(O74:O85)","v":0},null,{"$f":"SUM(Q74:Q85)","v":0}]
[]
[null,null,"NOTE: With the exception of Cisterns, BMP measures should not have any \"Volume Remaining in Storage\".  If volume is remaining in any BMP measures other than a Cistern, check and revise STEP 3b for the \"Outlet Design\" (outlet/orifice diameter) or underdrain such that the \"Approx. Drawdown Time\" is less than 48 hours, therefore empty for the next storm event."]

{"sheet":"Tc Calcs","index":3,"n_rows":23,"n_cols":28,"rows_kept":23,"cut":false,"hidden":true,"merged":[[10,27,12,27],[10,22,12,22],[10,23,12,23],[10,24,12,24],[10,25,12,25],[6,27,7,27],[8,27,9,27],[6,22,7,22],[6,24,7,24],[6,25,7,25],[8,22,9,22],[8,24,9,24],[8,25,9,25]]}
[]
[null,"Time of Concentration Calculations",null,null,null,null,null,null,null,null,null,null,null,"Surface Type","Runoff Curve Number*",null,null,null,"Sheet Flow*  ","Shallow Flow**",null,null,"NRCS Hydrologic Soil Group Definitions",null,null,"TR-55","Infoworks","CSS Sizer"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"A","B","C","D","Manning's N","Kv (fps)",null,null,null,null,null,"Saturated","Saturated","Saturated"]
[null,null,"Natural (Undeveloped) Conditions",null,null,"Existing Conditions",null,null,null,"Proposed Conditions",null,null,null,"Impervious Areas",null,null,null,null,null,null,null,null,null,null,null,"Conductivity","Conductivity","Conductivity"]
[null,"Flow Length",{"$f":"'CSS BMP Sizing Calculator'!$D$18","v":0},"ft",null,"Flow Length",{"$f":"'CSS BMP Sizing Calculator'!$D$18","v":0},"ft",null,"Flow Length",{"$f":"'CSS BMP Sizing Calculator'!$D$18","v":0},"ft",null,"Pavement",98,98,98,98,1.0999999999999999E-2,20.329999999999998,null,null,"Group","Soil Types","Description","(in/hr)","(in/hr)","(in/hr)"]
[null,"Land Slope",{"$f":"'CSS BMP Sizing Calculator'!$D$17","v":0},"ft/ft",null,"Land Slope",{"$f":"'CSS BMP Sizing Calculator'!$D$17","v":0},"ft/ft",null,"Land Slope",{"$f":"'CSS BMP Sizing Calculator'!$D$17","v":0},"ft/ft",null,"Roof (conventional)",98,98,98,98,1.2999999999999999E-2,20.329999999999998,null,null,"A","Sand, loamy sand, or sandy loam","Low runoff potential. Soils having high infiltration rates even when thoroughly wetted and consisting chiefly of deep, well to excessively drained sands or gravels.","> 0.45",1,0.5]
[null,"Manning's Sheet Flow N",{"$f":"S11","v":0.15},null,null,"Manning's Sheet Flow N",{"$f":"'CSS BMP Sizing Calculator'!X18","v":0},null,null,"Manning's Sheet Flow N",{"$f":"'CSS BMP Sizing Calculator'!AA18","v":0},null,null,"Gravel",76,85,89,91,0.05,16.13,null,null,"B","Silt loam or loam","Soils having moderate infiltration rates when thoroughly wetted and consisting chiefly of moderately deep to deep, moderately well to well-drained soils with moderately fine to moderately coarse textures. E.g., shallow loess, sandy loam.","0.30 - 0.15",0.5,0.35]
[null,"2-yr, 24 hr Depth",2.85,"in",null,"Velocity Shallow Flow Coefficient",{"$f":"'CSS BMP Sizing Calculator'!Y18","v":0},null,null,"Velocity Shallow Flow Coefficient",{"$f":"'CSS BMP Sizing Calculator'!AB18","v":0},null,null,"Water",0,0,0,0]
[null,null,null,null,null,"2-yr, 24 hr Depth",2.85,"in",null,"2-yr, 24 hr Depth",2.85,"in",null,"Other",null,null,null,null,null,null,null,null,"C","Sandy clay loam","Soils having slow infiltration rates when thoroughly wetted and consisting chiefly of soils with a layer that impedes downward movement of water, or soils with moderately fine to fine textures. E.g., clay loams, shallow sandy loam.","0.15 - 0.05",0.25,0.2]
[null,"Calculated Tc",{"$f":"0.42*(C7*C5)^0.8/((C8^0.527)*(C6^0.4))","v":{"$error":"#DIV/0!"}},"minutes",null,"Velocity Channel Flow Coefficient",25,null,null,"Velocity Channel Flow Coefficient",30,null,null,"Pervious Areas"]
[null,"Design Tc",{"$f":"IF(C10<5,5,C10)","v":{"$error":"#DIV/0!"}},"minutes",null,null,null,null,null,null,null,null,null,"Grass/Lawn ",49,61,74,80,0.15,7,null,null,"D","Clay loam, silty clay loam, sandy clay, silty clay, or clay","High runoff potential. Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential, soils with a permanent high water table, soils with a clay-pan or clay layer at or near the surface, and shallow soils over nearly impervious material.","0.05 - 0.00",0.1,0.1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Landscaping at Grade (Lower Dens.)",39,56,70,77,0.24,6]
[null,null,null,null,null,"Sheet Flow",{"$f":"0.42*(G7*G5)^0.8/((G9^0.527)*(G6^0.4))","v":{"$error":"#DIV/0!"}},"minutes",null,"Sheet Flow",{"$f":"0.42*(K7*K5)^0.8/((K9^0.527)*(K6^0.4))","v":{"$error":"#DIV/0!"}},"minutes",null,"Landscaping at Grade (Higher Dens.)",35,48,65,73,0.4,5]
[null,null,null,null,null,"Shallow Flow",{"$f":"G5/(G8*G6^0.5)/60","v":{"$error":"#DIV/0!"}},"minutes",null,"Shallow Flow",{"$f":"IF(K8>0,K5/(K8*K6^0.5)/60,0)","v":0},"minutes",null,"Tree Well***",35,35,35,35,0.4,5,null,null,"(1) Soil Conservation Service, Urban Hydrology for Small Watersheds, Technical Release 55, June 1986."]
[null,null,null,null,null,"Open Channel Flow",{"$f":"G5/(60*G10*G6^0.5)","v":{"$error":"#DIV/0!"}},"minutes",null,"Open Channel Flow",{"$f":"K5/(60*K10*K6^0.5)","v":{"$error":"#DIV/0!"}},"minutes"," ","Traditional Planter on Podium",77,77,77,77,0.4,5]
[]
[null,"Method A: If L < 100, then Sheet Flow. If 100<L<300, then average of Sheet and Shallow Flow. If L>300ft then shallow flow. ",null,null,null,null,null,null,null,null,null,null,null,"* Soil Conservation Service, Urban Hydrology for Small Watersheds, Technical Release 55, June 1986."]
[null,null,null,null,null,"Calculated Tc",{"$f":"IF(G5<=100,G13,IF(AND(G5>100,G5<300),AVERAGE(G13:G14),G14))","v":{"$error":"#DIV/0!"}},"minutes",null,"Calculated Tc",{"$f":"IF(K5<=100,K13,IF(AND(K5>100,K5<300),AVERAGE(K13:K14),K14))","v":{"$error":"#DIV/0!"}},"minutes",null,"** TR-55 and NEH-4 figure 15.2"]
[null,null,null,null,null,"Design Tc",{"$f":"IF(G18<1,1,IF(G18>60,60,G18))","v":{"$error":"#DIV/0!"}},"minutes",null,"Design Tc",{"$f":"IF(K18<1,1,IF(K18>60,60,K18))","v":{"$error":"#DIV/0!"}},"minutes",null,"***Value initially set based on CN value for woods/trees, then calibrated in the sizer such that a conversion of 25% of a site's impervious area to tree well will meet LEED 6.1 requirements regardless of site soil type.  "]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Poor Condition Lawns",68,79,86,89]
[null,"Method B: If site has \"Overland\" flow then use sheet flow calc, if pipe or channel use shallow flow. ",null,null,null,null,null,null,null,null,null,null,null,"Fair Condition Woods",36,60,73,79]
[null,null,null,null,null,"Calculated Tc",{"$f":"IF('CSS BMP Sizing Calculator'!$D$16=\"Overland\",G13,G14)","v":{"$error":"#DIV/0!"}},"minutes",null,"Calculated Tc",{"$f":"IF('CSS BMP Sizing Calculator'!$D$16=\"Overland\",K13,K14)","v":0},"minutes"]
[null,null,null,null,null,"Design Tc",{"$f":"IF(G22<1,1,IF(G22>60,60,G22))","v":{"$error":"#DIV/0!"}},"minutes",null,"Design Tc",{"$f":"IF(K22<1,1,IF(K22>60,60,K22))","v":1},"minutes"]

{"sheet":"RWH Instructions","index":4,"n_rows":57,"n_cols":2,"rows_kept":57,"cut":false,"hidden":false,"merged":[[0,0,0,1]]}
[]
["RAINWATER HARVESTING CALCULATOR INSTRUCTIONS"]
["NOTE:","This Rainwater Harvesting (RWH) calculator is intended for the conceptual design of simple cisterns to meet SMR performance"]
[null,"requirements in regards to peak flow reduction. The RWH calculator simulates the performance of the design over 10 years of"]
[null,"historical rainfall data to determine how much volume is available in the cistern on average prior to a storm event.  This volume "]
[null,"becomes the cistern's available storage volume used to evaluate performance during the 1yr and 2yr, 24 hr design storm events."]
[]
["PART 1 - Calculating Irrigation Demand"]
[1,"Enter the square footage of the area to be irrigated that is covered by turfgrass or crops. If no turf, skip to Step 4. [1 acre = 43,560 sq ft] "]
[2,"Enter the Turf/Crop Plant Factor. Typical ranges: very low <0.1, low 0.1 to 0.3, moderate 0.4 to 0.6, high 0.7 to 0.9. For Plant Factor by species, refer to the 'San Francisco Plant Water Use List' at link below. (Also refer to the WUCOLS IV link in the \"References\" TAB for more information)."]
[null,"https://sfwater.org/Modules/ShowDocument.aspx?documentid=8680"]
[3,"Enter irrigation efficiency for turfgrass and crop areas.  Generally ranges from 0.75 to 0.9, with subsurface drip being the most efficient and spray irrigation the least efficient. Current San Francisco regulations require that harvested rainwater be treated prior to use in spray irrigation."]
[4,"Enter the square footage of the landscaped area to be irrigated.  If no landscaped area, skip to Step 9. [1 acre = 43,560 sq ft]"]
[5,"Enter the Landscape Plant Factor. Typical ranges: very low <0.1, low 0.1 to 0.3, moderate 0.4 to 0.6, high 0.7 to 0.9. For Plant Factor by species, refer to the 'San Francisco Plant Water Use List' at link below. (Also refer to the WUCOLS IV link in the \"References\" TAB for more information)."]
[null,"https://sfwater.org/Modules/ShowDocument.aspx?documentid=8680"]
[6,"Enter irrigation efficiency for turfgrass and crop areas.  Generally ranges from 0.75 to 0.9, with subsurface drip being the most efficient and spray irrigation the least efficient. Current San Francisco regulations require that harvested rainwater be treated prior to use in spray irrigation."]
[7,"The site average plant factor calculated here."]
[8,"The site average irrigation efficiency is calculated here."]
[9,"Select if site is located in 'Western' or 'Eastern' San Francisco.  Sites located in the foggier 'Western' half of SF will have lower evapotranspiration values. "]
[null,"NOTE: Other conditions not included in the Sizer may also effect irrigation water demand, such as soil salt concentration, soil evaporation rate, trees in turf, etc. If you feel these special conditions may apply to your site, please see Chapter 7 and 8 of the Guide. "]
[10,"The monthly irrigation demand is shown in the table.  Reference evapotranspiration rates are from CIMIS (DWR 2005). "]
[]
["PART 2 - Calculating Indoor Non-Potable Demand"]
[11,"Enter the number of residential units at the site and the average people per unit (ranges from 2.0 for multi-family to 3.1 for single-family use). "]
[12,"For commercial and industrial sites, enter the number of full-time equivalents (FTEs) located on site.  A 40 hrs/week occupant has an FTE of 1.  "]
[null,"Part-time occupants have an FTE = # hrs per week/40 hrs.  The Sizer assumes a 5 day work week to calculate average daily demand from the FTEs."]
[13,"For facilities such as schools, museums, and churches, enter the number of students or visitors (per day).  "]
[14,"For retail buildings, enter the number of customers (per day). "]
[15,"The default values for toilet flushes per day are given here. These values are based on the  SFPUC Urban Water Management Plan (UWMP) (SFPUC 2011)"]
[16,"Enter the gallons per toilet flush. Recommended value is 1.28 gallons per flush based on the California Green Building Standards Code 5.303.2"]
[17,"The default values for urinal flushes per day are given here. These values are based on the SFPUC Urban Water Management Plan (UWMP) (SFPUC 2011)"]
[18,"Enter the gallons per urinal flush. Recommended value is 0.5 gallons per flush based on the California Green Building Standards Code 5.303.2"]
[19,"Enter any additional non-potable demand in gallons per day. This includes industrial uses, heating/cooling, and all other permitted indoor uses."]
[20,"The indoor non-potable demand is calculated here. "]
["Part III - Calculate Cistern Size to Meet Desired Percent Capture"]
[20,"Enter the runoff coefficient for the area draining to the cistern. A value of 0.85 is recommended for roofs. "]
[21,"Enter the square footage of the area draining to the cistern. "]
[22,"Enter a volume for the cistern.  Adjust the volume until the desired percent capture is met (typically at least 80%) or when 100% of non-potable demand is met."]
[23,"If the cistern cannot capture the required percentage of annual runoff (typically at least 80%), then additional BMPs will be needed to manage runoff from the drainage area. "]
[24,"Enter the depth of the cistern to find the surface area covered by the cistern. "]
[25,"The estimated monthly runoff captured and reused by the cistern is shown in the table. "]
[]
["PART 3 - Account for Non-Rainwater Sources of Water (complete when alternate non-potable Supplies < Demands)"]
[21,"Enter non-rainwater supply of water directly copied from the \"TOTAL ONSITE SUPPLIES\" table found on tab \"6. Building Potential Summary\" of the project's \nNon-Potable Water Budget Application Calculator.  "]
[]
["PART 4 - Entering RW Cistern Dimensions"]
[22,"Enter the impervious and pervious areas from the \"Sizing Calculator\" worksheet that drain to the cistern. The total drainage area to the cistern is then calculated. Note: Please submit a Non-Potable Project Program Application to the SFPUC to initiate guidance on reuse and treatment based on SFDPH requirements."]
[23,"Enter the runoff coefficient of the area draining to the cistern. A value of 0.85 is recommended for roofs. "]
[24,"Enter the shape and dimensions or volume of the cistern. "]
["22A","Enter the depth of additional detention storage used to control discharge from large storm events.   If a separate tank is used for detention, or if the detention component has a significantly different footprint that cannot be normalized to the cistern footprint, it is recommended that the \"BMP in Series\" function of the 'CSS BMP Sizing Calculator' be used to evaluation additional detention with the Cistern as the First BMP and a Detention Vault as the Receiving BMP."]
[]
["PART 5 - Calculating Cistern Performance"]
[null,"The surface area and volume of the cistern are calculated here."]
[null,"The runoff percent capture and the percent of non-potable demand are shown here.  These volumes are calculated from the results of a 10-year daily simulation of RWH performance during rain events."]
[null,"Output from the 10-year daily simulation period are shown in the subsequent figures. "]
[]
[null,"NOTE: The RWH Calculator does not consider treatment requirements for the various non-potable demands. The designer will need to coordinate with SF Department of Public Health, SF Department of Building Inspection and SF Public Utilities Commission for the specific treatment requirement per each proposed use. Additional review may be required based on the proposed use."]

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[]
["RAINWATER HARVESTING (RWH) CALCULATOR",null,null,null,null,null,null,null,"LEGEND:"]
["The RWH Calculator simulates the performance of a cistern over 10 years based on the runoff to the cistern, cistern size, \nand the site's non-potable demand. ",null,null,null,null,null,null,null,"User Input",null,null,null,null,null,null,null,null,null,null,"SF Downtown Gauge",null,null,null,null,null,null,"Estimate of Available Cistern Volume"]
["The RWH's performance is used to calculate the average available volume prior to storm event, which is then input in the \nCSS BMP Sizing Calculator worksheet. ",null,null,null,null,null,null,null,"Default Value",null,null,null,null,"ETo Values (DWR 2005 - CIMIS)",null,null,null,null,null,"24 hour curves",null,"C=1",null,"48 hour curves","C =1",null,"48 hour % Capture Curves"]
["The RWH calculator is intended for conceptual design and determining compliance with the CSS performance measures; construction",null,null,null,null,null,null,null,"Locked",null,null,null,null,"Zone 1","Zone 2","Zone 1","Zone 2",null,null,"Unit Storage","Percent","Percent",null,"Unit Storage","Percent",null,"Annual ","Equivalent"]
["documents and Stormwater Control Plan shall include further engineering evaluation and system configuration for the cistern design.",null,null,null,null,null,null,null,null,null,null,null,null,"(in/mo)","(In/mo)","(in/day)","(in/day)",null,null,"(inches)","Capture","Capture",null,"(inches)","Capture",null,"Reuse %","Rainfall Depth (in)"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Jan",0.93,1.24,{"$f":"N7/31","v":3.0000000000000002E-2},{"$f":"O7/31","v":0.04}]
[null,null,null,null,null,null,null,null,null,null,null,null,"Feb",1.4,1.68,{"$f":"N8/28","v":4.9999999999999996E-2},{"$f":"O8/28","v":0.06},null,null,0,{"$f":"V8/100","v":0},0,null,0,0,null,0,0]
[null,null,null,null,null,null,null,null,null,null,null,null,"Mar",2.48,3.1,{"$f":"N9/31","v":0.08},{"$f":"O9/31","v":0.1},null,null,0.03,0.06,6,null,0.03,6,null,0.06,0.03]
["PART 1 - Calculate Irrigation Demand",null,null,null,null,null,null,null,null,null,null,null,"Apr",3.3,3.9,{"$f":"N10/30","v":0.11},{"$f":"O10/30","v":0.13},null,null,0.06,0.13,13,null,0.06,13,null,0.1,0.05]
[null,"Irrigation Demand",null,null,null,null,null,null,null,null,null,null,"May",4.03,4.6500000000000004,{"$f":"N11/31","v":0.13},{"$f":"O11/31","v":0.15000000000000002},null,null,0.12,0.2823,28.23,null,0.12,21.54,null,0.13,0.06]
[1,"Turf/Crop Area to be Irrigated",null," ft2",null,null,null,null,null,null,null,null,"Jun",4.5,5.0999999999999996,{"$f":"N12/30","v":0.15},{"$f":"O12/30","v":0.16999999999999998},null,null,0.24,0.49219999999999997,49.22,null,0.24,38.76,null,0.15,0.08]
[2,"Turf/Crop Plant Factor",null,"Irrigation water use relative to reference evapotranspiration, see \"RWH Instructions\" tab Part 1 - Step 2 for ranges",null,null,null,null,null,null,null,null,"Jul",4.6500000000000004,4.96,{"$f":"N13/31","v":0.15000000000000002},{"$f":"O13/31","v":0.16},null,null,0.36,0.64579999999999993,64.58,null,0.36,52.69,null,0.21539999999999998,0.12]
[3,"Turf/Crop Irrigation Efficiency",null,"Estimated efficiencies are 0.75 for spray, 0.81 for drip, and 0.9 for subsurface drip",null,null,null,null,null,null,null,null,"Aug",4.03,4.6500000000000004,{"$f":"N14/31","v":0.13},{"$f":"O14/31","v":0.15000000000000002},null,null,0.48,0.75709999999999988,75.709999999999994,null,0.48,63.74,null,0.28000000000000003,0.16]
[4,"Landscape Area to be Irrigated",null," ft2",null,null,null,null,null,null,null,null,"Sep",3.3,3.9,{"$f":"N15/30","v":0.11},{"$f":"O15/30","v":0.13},null,null,0.6,0.83450000000000002,83.45,null,0.6,72.510000000000005,null,0.3,0.17]
[5,"Landscape Plant Factor",null,"Irrigation water use relative to reference evapotranspiration, see \"RWH Instructions\" tab Part 1 - Step 5 for ranges",null,null,null,null,null,null,null,null,"Oct",2.48,2.79,{"$f":"N16/31","v":0.08},{"$f":"O16/31","v":0.09},null,null,0.72,0.88780000000000003,88.78,null,0.72,79.28,null,0.33500000000000002,0.2]
[6,"Landscape Irrigation Efficiency",null,"Estimated efficiencies are 0.75 for spray, 0.81 for drip, and 0.9 for subsurface drip",null,null,null,null,null,null,null,null,"Nov",1.2,1.8,{"$f":"N17/30","v":0.04},{"$f":"O17/30","v":6.0000000000000005E-2},null,null,0.84,0.92510000000000003,92.51,null,0.84,84.49,null,0.3876,0.24]
[null,"Total Irrigation Area",{"$f":"SUM(C15,C12)","v":0}," ft2",null,null,null,null,null,null,null,null,"Total",32.9,39,null,null,null,null,1.08,0.96629999999999994,96.63,null,1.08,91.49,null,0.46,0.3]
[7,"Average Plant Factor",{"$f":"IF(C18>0,(C12*C13+C15*C16)/C18,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.2,0.97739999999999994,97.74,null,1.2,93.71,null,0.49,0.33]
[8,"Average Irrigation Efficiency",{"$f":"IF(C18>0,(C12*C14+C15*C17)/C18,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.32,0.98459999999999992,98.46,null,1.32,95.35,null,0.52689999999999992,0.36]
[9,"Site Location (ETo Zone)",null," Select Western if located in the Richmond, Sunset, or Lake Merced areas of San Francisco",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.44,0.98919999999999997,98.92,null,1.44,96.52,null,0.56999999999999995,0.4]
[null,"Monthly Irrigation Demand Calculated",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.56,0.99230000000000007,99.23,null,1.56,97.4,null,0.63739999999999997,0.48]
[10,"Month","Avg. Monthly","Reference","Actual","Irrigation Demand",null,null,null,null,null,null,null,null,null,null,null,null,null,1.68,0.99480000000000002,99.48,null,1.68,98.04,null,0.67,0.52]
[null,null,"Rainfall","Evapotranspiration","Evapotranspiration",null,null,null,"% of  ",null,null,null,null,null,null,null,null,null,null,1.8,0.99629999999999996,99.63,null,1.8,98.49,null,0.72510000000000008,0.6]
[null,null,"in/month","ETo","ETL","ft3/month","gal/mo","gpd","annual",null,null,"(in/unit area)","days/mo",null,null,null,null,null,null,1.92,0.99719999999999998,99.72,null,1.92,98.82,null,0.75,0.64]
[null,"January",{"$f":"'RWH 10-yr Simulation'!AH13/10","v":3.656000000000001},{"$f":"'RWH 10-yr Simulation'!AK13/10","v":1.2399999999999911},{"$f":"D26*$C$19","v":0},{"$f":"'RWH 10-yr Simulation'!AM13/10/7.48","v":0},{"$f":"F26*7.48","v":0},{"$f":"(G26)/M26","v":0},{"$f":"G26/$G$38","v":{"$error":"#DIV/0!"}},null,null,{"$f":"IF(E26-C26>0, (E26-C26)/$C$20,0)","v":0},31,null,null,null,null,null,null,2.04,0.99769999999999992,99.77,null,2.04,99.1,null,0.79280000000000006,0.72]
[null,"February",{"$f":"'RWH 10-yr Simulation'!AH14/10","v":4.3790000000000004},{"$f":"'RWH 10-yr Simulation'!AK14/10","v":1.6920000000000024},{"$f":"D27*$C$19","v":0},{"$f":"'RWH 10-yr Simulation'!AM14/10/7.48","v":0},{"$f":"F27*7.48","v":0},0,{"$f":"G27/$G$38","v":{"$error":"#DIV/0!"}},null,null,0,28,null,null,null,null,null,null,2.16,0.998,99.8,null,2.16,99.34,null,0.82,0.78]
[null,"March",{"$f":"'RWH 10-yr Simulation'!AH15/10","v":2.5679999999999992},{"$f":"'RWH 10-yr Simulation'!AK15/10","v":3.100000000000017},0,{"$f":"'RWH 10-yr Simulation'!AM15/10/7.48","v":0},0,0,{"$f":"G28/$G$38","v":{"$error":"#DIV/0!"}},null,null,0,31,null,null,null,null,null,null,2.2799999999999998,0.99819999999999998,99.82,null,2.2799999999999998,99.52,null,0.84489999999999998,0.84]
[null,"April",{"$f":"'RWH 10-yr Simulation'!AH16/10","v":1.4359999999999997},{"$f":"'RWH 10-yr Simulation'!AK16/10","v":3.9000000000000057},0,{"$f":"'RWH 10-yr Simulation'!AM16/10/7.48","v":0},0,0,{"$f":"G29/$G$38","v":{"$error":"#DIV/0!"}},null,null,0,30,null,null,null,null,null,null,2.4,0.99849999999999994,99.85,null,2.4,99.64,null,0.88459999999999994,0.96]
[null,"May",{"$f":"'RWH 10-yr Simulation'!AH17/10","v":0.49000000000000005},{"$f":"'RWH 10-yr Simulation'!AK17/10","v":4.6499999999999737},0,{"$f":"'RWH 10-yr Simulation'!AM17/10/7.48","v":0},0,0,{"$error":"#DIV/0!"},null,null,0,31,null,null,null,null,null,null,2.52,0.99870000000000003,99.87,null,2.52,99.7,null,0.91489999999999994,1.08]
[null,"June",{"$f":"'RWH 10-yr Simulation'!AH18/10","v":0.11900000000000002},{"$f":"'RWH 10-yr Simulation'!AK18/10","v":5.1000000000000343},0,{"$f":"'RWH 10-yr Simulation'!AM18/10/7.48","v":0},0,0,{"$error":"#DIV/0!"},null,null,0,30,null,null,null,null,null,null,2.64,0.99890000000000001,99.89,null,2.64,99.74,null,0.93709999999999993,1.2]
[null,"July",{"$f":"'RWH 10-yr Simulation'!AH19/10","v":5.0000000000000001E-3},{"$f":"'RWH 10-yr Simulation'!AK19/10","v":4.9599999999999644},0,{"$f":"'RWH 10-yr Simulation'!AM19/10/7.48","v":0},0,0,{"$error":"#DIV/0!"},null,null,0,31,null,null,null,null,null,null,2.76,0.99919999999999998,99.92,null,2.76,99.77,null,0.9534999999999999,1.32]
[null,"August",{"$f":"'RWH 10-yr Simulation'!AH20/10","v":1.3000000000000001E-2},{"$f":"'RWH 10-yr Simulation'!AK20/10","v":4.6499999999999737},0,{"$f":"'RWH 10-yr Simulation'!AM20/10/7.48","v":0},0,0,{"$error":"#DIV/0!"},null,null,0,31,null,null,null,null,null,null,2.88,0.99939999999999996,99.94,null,2.88,99.8,null,0.96519999999999995,1.44]
[null,"September",{"$f":"'RWH 10-yr Simulation'!AH21/10","v":6.2000000000000013E-2},{"$f":"'RWH 10-yr Simulation'!AK21/10","v":3.9000000000000057},0,{"$f":"'RWH 10-yr Simulation'!AM21/10/7.48","v":0},0,0,{"$error":"#DIV/0!"},null,null,0,30,null,null,null,null,null,null,3,0.99959999999999993,99.96,null,3,99.82,null,0.97400000000000009,1.56]
[null,"October",{"$f":"'RWH 10-yr Simulation'!AH22/10","v":1.1529999999999996},{"$f":"'RWH 10-yr Simulation'!AK22/10","v":2.7899999999999965},0,{"$f":"'RWH 10-yr Simulation'!AM22/10/7.48","v":0},0,0,{"$error":"#DIV/0!"},null,null,0,31,null,null,null,null,null,null,3.12,0.99980000000000002,99.98,null,3.12,99.84,null,0.98040000000000005,1.68]
[null,"November",{"$f":"'RWH 10-yr Simulation'!AH23/10","v":2.3539999999999996},{"$f":"'RWH 10-yr Simulation'!AK23/10","v":1.8},0,{"$f":"'RWH 10-yr Simulation'!AM23/10/7.48","v":0},0,0,{"$error":"#DIV/0!"},null,null,0,30,null,null,null,null,null,null,3.24,0.9998999999999999,99.99,null,3.24,99.86,null,0.9849,1.8]
[null,"December",{"$f":"'RWH 10-yr Simulation'!AH24/10","v":7.0379999999999985},{"$f":"'RWH 10-yr Simulation'!AK24/10","v":1.2399999999999911},0,{"$f":"'RWH 10-yr Simulation'!AM24/10/7.48","v":0},0,0,{"$error":"#DIV/0!"},null,null,0,31,null,null,null,null,null,null,3.36,1,100,null,3.36,99.88,null,0.98819999999999997,1.92]
[null,"Totals",{"$f":"SUM(C26:C37)","v":23.272999999999996},{"$f":"SUM(D26:D37)","v":39.021999999999949},{"$f":"SUM(E26:E37)","v":0},{"$f":"SUM(F26:F37)","v":0},{"$f":"SUM(G26:G37)","v":0},null,null,null,null,{"$f":"SUM(L26:L37)","v":0},{"$f":"SUM(M26:M37)","v":365},null,null,null,null,null,null,3.48,1,100,null,3.48,99.91,null,0.99099999999999999,2.04]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3.6,99.93,null,0.99340000000000006,2.16]
["PART 2 - Calculate Indoor Non-Potable Demand ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3.72,99.95,null,0.99519999999999997,2.2799999999999998]
[null,"Indoor Demand",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3.84,99.97,null,0.99639999999999995,2.4]
[11,"No. of Residential Units",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3.96,99.98,null,0.997,2.52]
[null,"Persons per Unit",2.0099999999999998,"Recommend 2.0 for multi-family, 3.1 for single family.  See SFPUC Urban Water Management Plan (SFPUC UWMP), Appendix D.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4.08,99.99,null,0.99739999999999995,2.64]
[12,"Number of Full Time Equivalents",null,"Use for commercial and industrial facilities. A 40-hrs per week employee has an FTE of 1. ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4.2,100,null,0.99769999999999992,2.76]
[13,"Number of Students/Visitors",null,"Use for schools, museums, libraries, etc.  Enter the average number of student/visitors per day. ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.998,2.88]
[14,"Number of Retail Customers",null,"Use for retail stores. Enter the average number of customers per day.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.99819999999999998,3]
[15,"Freq. of Residential Toilet Use",4.75,"flush/person/day","See SFPUC UWMP",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.99840000000000007,3.12]
[null,"Freq. of FTE Toilet Use",1.74,"flush/person/day","See SFPUC UWMP",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.99860000000000004,3.24]
[null,"Freq. of Student/Visitor Toilet Use",0.5,"flush/person/day","See SFPUC UWMP",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.99879999999999991,3.36]
[null,"Freq. of Customer Toilet Use",0.5,"flush/person/day","See SFPUC UWMP",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.99909999999999999,3.48]
[16,"Volume per Flush",1.28,"gal/flush","See California Green Building Standards Code 5.303.2.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.99930000000000008,3.6]
[17,"Freq. of FTE Urinal Use",1.74,"flush/person/day","See SFPUC UWMP",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.99950000000000006,3.72]
[null,"Freq. of Student/Visitor Urinal Use",0.4,"flush/person/day","See SFPUC UWMP",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.99970000000000003,3.84]
[null,"Freq. of Customer Urinal Use",0.4,"flush/person/day","See SFPUC UWMP",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.99980000000000002,3.96]
[18,"Urinal Volume per Flush",0.5,"gal/flush","See SFPUC UWMP",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.9998999999999999,4.08]
[19,"Other Non-Potable Demand",null,"gal/day","Additional non-potable demand (e.g. cooling water, industrial) per supporting documentation",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,4.2]
[20,"Daily Reuse Demand ",{"$f":"C51*(C42*C43*C47+C44*C48*5/7+C45*C49+C46*C50)+\nC55*(C44*C52*5/7+C45*C53+C46*C54)+\n+C56","v":0},"gal/day "]
[null,"Monthly Reuse Demand",{"$f":"(365/12)*C57","v":0},"gal/month"]
[null,"Annual Reuse Demand",{"$f":"C57*365/1000000","v":0},"MG/yr",null,null,null,null,null,null,"Daily Non-Rainwater Supply to Cistern (gal/day)"]
[null,null,null,null,null,null,null,null,null,null,"Month","Ratio for Foundation Drainage","Graywater","Blackwater","Foundation Drainage","Other Supplies","Total (gal/day)"]
["Part 3 - Account for Non-Rainwater Sources of Water",null,null,"Complete Part 3 for projects that are subject to the Non-Potable Ordinance AND have total annual onsite supply < total annual non-potable demand. If not, skip to Part 4.",null,null,null,null,null,null,1,1.063929806,{"$f":"$C$63/365","v":0},{"$f":"$C$64/365","v":0},{"$f":"$C$65/365*L61","v":0},{"$f":"$C$66/365","v":0},0]
[null,"Onsite Supplies from NPO Calculator",null,null,null,null,null,null,null,null,2,1.085126045,0,0,0,0,0]
[21,"Graywater Supply",null,"gal/year",null,null,null,null,null,null,3,1.088600918,0,0,0,0,0]
[null,"Blackwater Supply",null,"gal/year",null,null,null,null,null,null,4,1.067848954,0,0,0,0,0]
[null,"Foundation Drainage Supply",null,"gal/year",null,null,null,null,null,null,5,1.0163646850000001,0,0,0,0,0]
[null,"Other Supplies",null,"gal/year",null,null,null,null,null,null,6,0.92764264200000002,0,0,0,0,0]
[null,"Total Non-Rainwater Annual Supply",{"$f":"SUM(InputCellsRWH)","v":0},"gal/year",null,null,null,null,null,null,7,0.91936604799999999,0,0,0,0,0]
[null,"Total Non-Rainwater Daily Supply",{"$f":"C67/365","v":0},"gal/day",null,null,null,null,null,null,8,0.91981952300000003,0,0,0,0,0]
[null,"Adjusted Daily Reuse Demand",{"$f":"MAX(0,C57-C68)","v":0},"gal/day",null,null,null,null,null,null,9,0.93204056000000002,0,0,0,0,0]
[null,null,null,null,null,null,null,null,null,null,10,0.959067577,0,0,0,0,0]
["PART 4 - Enter Cistern Design Information and the Conventional Areas that drain to the Cistern",null,null,null,null,null,null,null,null,null,11,0.99439510200000003,0,0,0,0,0]
[null,"RW Cistern Design",null,null,null,null,null,null,null,null,12,1.031517668,0,0,0,0,0]
[22,"Impervious Drainage Area",null,"ft2 Enter roof area, paved area, etc. that drain to cistern. Value will populate Step 3b of \"CSS BMP Sizing Calculator\".",null,null,null,null,null,null,null,null,null,null,null,"Annual Total =",{"$f":"SUMPRODUCT(Q61:Q72,M26:M37)","v":0}]
[null,"Pervious Drainage Area",null,"ft2 Enter allowed pervious areas that drain to cistern. Value will populate Step 3b of \"CSS BMP Sizing Calculator\"."]
[null,"Total Area Draining to Cistern",{"$f":"SUM(C73:C74)","v":0},"ft2 "]
[23,"Avg. Runoff Coefficient",0.85,"Recommend 0.85 for roofs. Typical values are 0.85 to 0.95. ",null,null,null,null,null,null,{"$f":"IF('RWH 10-yr Simulation'!$AU$25>0,\"(Note: Hatched blue indicates supply from non-stormwater sources.)\",\"\")","v":""}]
[24,"Cistern Footprint Shape or \nActive Volume?",null,"Select RW Cistern geometry as 'Circular' or 'Rectangular', or directly enter the 'Active Volume'.\nWhere \"active depth\" or \"active volume\" are the depth or volume from low-water pump shutoff to overflow invert.",null,null,null,null,null,null,{"$f":"IF('RWH 10-yr Simulation'!$AU$25>0,\"(Note: Due to daily rainfall totals, overflow may still occur during months where monthly demand exceeds monthly supply. Hatched blue indicates overflow of non-stormwater sources.)\",\"(Note: Due to daily rainfall totals, overflow may still occur during months where monthly demand exceeds monthly supply.\")","v":"(Note: Due to daily rainfall totals, overflow may still occur during months where monthly demand exceeds monthly supply."}]
[null,{"$f":"IF(C$77=\"\",\"N/A\",IF(C$77=\"Circular\",\"Cistern Diameter\", IF(C$77=\"Rectangular\",\"Cistern Length\", \"Cistern Active Volume\")))","v":"N/A"},null,{"$f":"IF(C77=\"\",\"\",IF(C77=\"Volume\",\"gallons\",\"ft\"))","v":""},{"$f":"IF(E85=0,\"\",IF(E85<(0.25/12)*C73, \"The proposed cistern size is insufficient to store the recommended minimum runoff volume of 0.25 inches of rainfall per square foot of impervious drainage area.  Please increase the cistern size to provide a minimum of \"&TEXT(ROUNDUP(0.25/12*C73*7.48052,0),\"#,###\")&\" gallons for storage or provide justification for the design.\", \"\"))","v":""}]
[null,{"$f":"IF(C$77=\"Rectangular\",\"Cistern Width\",\"N/A\")","v":"N/A"},null,{"$f":"IF(C$77=\"Rectangular\",\"ft\",\"\")","v":""}]
[null,{"$f":"IF(OR(C77=\"Volume\",C77=\"\"),\"N/A\",\"Cistern Active Depth\")","v":"N/A"},null,{"$f":"IF(C77=\"Volume\",\"\",\"ft\")","v":"ft"}]
[]
["PART 5 - Calculate Cistern Performance in 10-year Simulation Based on Inputs"]
[null,"Table 1. Cistern Performance"]
[null,"Cistern Surface Area",null,null,{"$f":"IFERROR(IF(C77=\"Rectangular\",C78*C79,IF(C77=\"Circular\",PI()*C78^2/4,IF(C77=\"Volume\",0,0))),0)","v":0},"ft2","Adjust the cistern size until the desired performance is achieved (e.g., CSS performance measures met or 100% of runoff captured). Annual cistern performance is summarized in PART 5 while the 10-year daily precipitation data and the daily cistern performance are shown in the graphs below. The \"Available Cistern Volume prior to Design Storm Event\" is used as the starting volume for the calculations to evaluate performance during the 1- and 2-yr 24-hr design storms in the \"CSS BMP Sizing Calculator\". Check results in Steps 5 and 6 of the \"CSS BMP Sizing Calculator\". "]
["Hide Row","Cistern Volume",null,null,{"$f":"IF(C77=\"Volume\",C78/7.48052,C80*E84)","v":0},"ft3"]
[null,"Cistern Volume",null,null,{"$f":"E85*7.48052","v":0},"gallons"]
[null,"Average Volume in Cistern prior to each Rainy-Season Storm Event",null,null,{"$f":"'RWH Performance Evaluation'!D17","v":0},"gallons"]
[null,"Available Cistern Volume prior to Design Storm Event",null,null,{"$f":"ROUND(E86-E87,0)","v":0},"gallons"]
[null,"Percent of 2yr Design Storm Volume Captured",null,null,{"$f":"F99","v":{"$error":"#DIV/0!"}},"Percent of runoff to the cistern from the 2yr, 24hr design storm that is captured (i.e., is reused or is still in the cistern at the end of the simulation).  Steps 1-3 of \"CSS BMP Sizing Calculator\" tab must be complete for results to populate."]
[null,{"$f":"IF(C68>0,\"Ave. Annual 'Adjusted' NP Demand (RW only) Met by RW Harvesting\",\"Ave. Annual Non-Potable Demand Met by RW Harvesting\")","v":"Ave. Annual Non-Potable Demand Met by RW Harvesting"},null,null,{"$f":"'RWH Performance Evaluation'!D9","v":{"$error":"#DIV/0!"}},{"$f":"IF(C68>0,\"Average annual percentage of 'adjusted' non-potable demand (see Part 3) that is supplied by captured rainwater.\",\"Average annual percentage of non-potable demand supplied by captured rainwater.\")","v":"Average annual percentage of non-potable demand supplied by captured rainwater."}]
["Hide Row","Rainfall Event Captured",{"$f":"IF(C76*C75>0,E85/C76/C75*12,0)","v":0},"inches"]
["Hide Row","Storm Percentile",{"$f":"VLOOKUP(C91,$T$8:$U$38,2)","v":0}]
[]
[null,"Table 2. Rainwater Harvesting Performance Summary"]
[null,"Rainwater Harvesting Performance from Part 5",null,null,"(gallons)","(%)"]
[null,"Total Cistern Volume",null,null,{"$f":"E86","v":0},null,{"$f":"IF(C67>0,\"Rainwater storage only, does not include non-rainwater supply storage.\",\"\")","v":""}]
[null,"Volume Available in Cistern prior to Storm Event",null,null,{"$f":"ROUND(E88,0)","v":0},{"$f":"IF(E96>0,E97/E96,\" \")","v":" "}]
[null,"2-yr, 24 hr Runoff Volume (from contributing area)",null,null,{"$f":"IF(AND('CSS BMP Sizing Calculator'!N21=\"Yes\",'CSS BMP Sizing Calculator'!N23=\"Cistern\"),SUM('CSS BMP Sizing Calculator'!N86:O86,'CSS BMP Sizing Calculator'!G75)*7.48052,'CSS BMP Sizing Calculator'!G75*7.48052)","v":0}]
[null,"2-yr, 24 hr Runoff Captured (Reused)",null,null,{"$f":"('CSS BMP Sizing Calculator'!G75-'CSS BMP Sizing Calculator'!L75-'CSS BMP Sizing Calculator'!O75)*7.48052","v":0},{"$f":"('CSS BMP Sizing Calculator'!G75-'CSS BMP Sizing Calculator'!L75-'CSS BMP Sizing Calculator'!O75)/'CSS BMP Sizing Calculator'!G75","v":{"$error":"#DIV/0!"}}]
[null,"Ave. Annual Runoff Volume (from contributing area)",null,null,{"$f":"'RWH Performance Evaluation'!D2/10","v":0}]
[null,"Ave. Annual Runoff Captured & Reused",null,null,{"$f":"'RWH Performance Evaluation'!D3/10","v":0},{"$f":"'RWH Performance Evaluation'!D5","v":{"$error":"#DIV/0!"}}]
[null,"Annual Non-Potable Demand Volume",null,null,{"$f":"'RWH Performance Evaluation'!D7/10+MAX(0,C57-C69)*365","v":0}]
[null,"Annual Non-Potable Demand Met by Rainwater Harvesting",null,null,{"$f":"'RWH Performance Evaluation'!D8/10","v":0},{"$f":"E103/E102","v":{"$error":"#DIV/0!"}}]
[null,"Annual Non-Potable Demand Met by Non-Rainwater Supply",null,null,{"$f":"MIN(E102,C67)","v":0},{"$f":"E104/E102","v":{"$error":"#DIV/0!"}}]
[]
["Figure 1. Rainwater Harvesting Supply and Demand by Month",null,null,null,"Figure 2. Runoff Volume Used and Overflowed by Month"]
[]
[]
["Figure 3. Cistern Performance During Typical Rainy Season"]
[]
[null,null,"Avg. Volume in Cistern prior to Rainy-Season Storm Event",null,null,{"$f":"ROUND(E87,0)","v":0},{"$f":"IF(E96>0,F111/E96,\" \")","v":" "}]
[]
[]
["References"]
["California Department of Water Resources (DWR). 2005. CIMIS Reference Evapotranspiration Zones. http://wwwcimis.water.ca.gov/cimis/pdf/CimisRefEvapZones.pdf"]
["San Francisco Public Utilities Commission (SFPUC). 2004. Water Use Estimates. Source files: \"householdcons.xls\", \"nonresconsump.xls\". "]
["University of California Cooperative Extension and California Department of Water Resources (DWR). 2000. A Guide to Estimating Landscape Planting Needs in California.  http://www.owue.water.ca.gov/docs/wucols00.pdf. August 2000."]
["United States Green Building Council. 2007. LEED New Construction v2.2 Reference Manual. Third Edition October 2007."]
[]
["Part I calculates the monthly irrigation demand, Part II calculates the indoor non-potable demand, and Part III sizes the cistern. "]

{"sheet":"RWH 10-yr Simulation","index":6,"n_rows":3662,"n_cols":60,"rows_kept":3662,"cut":false,"hidden":true,"merged":[[9,26,9,29],[8,7,8,8],[8,9,8,11],[8,12,8,21],[10,32,11,32],[9,32,9,44],[10,34,10,35],[10,36,10,37],[10,38,10,40],[10,41,10,44],[10,33,11,33],[28,45,29,45],[28,46,29,46],[27,32,27,44],[28,32,29,32],[28,33,29,33],[28,34,28,35],[28,36,28,37],[28,38,28,40],[28,41,28,44],[10,58,11,58],[10,59,11,59],[9,53,9,59],[10,49,10,51],[10,55,11,55],[10,54,11,54],[10,53,11,53],[10,57,11,57]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Supply","Captured","Overflow","% Captured"]
["ET Zone",{"$f":"'RWH Calculator'!C21","v":0},null,null,null,null,null,null,"Cistern Volume (gal)",{"$f":"'RWH Calculator'!E86","v":0},null,null,"Stormwater",{"$f":"SUM(C11:C3662)","v":0},{"$f":"SUM(O11:O3662)","v":0},{"$f":"SUM(U11:U3662)","v":0},{"$f":"O2/$O$4","v":{"$error":"#DIV/0!"}}]
["Tot Runoff Area (sf) ",{"$f":"'RWH Calculator'!C75 + IF(AND('CSS BMP Sizing Calculator'!N21=\"Yes\",'CSS BMP Sizing Calculator'!N23=\"Cistern\"),INDEX('CSS BMP Sizing Calculator'!$G$45:$G$47,MATCH('CSS BMP Sizing Calculator'!N22,'CSS BMP Sizing Calculator'!$Q$31:$Q$33,0))+IF('CSS BMP Sizing Calculator'!N22='CSS BMP Sizing Calculator'!Q34,'CSS BMP Sizing Calculator'!G49:G50,0),0)","v":0},null,null,null,null,null,null,"Storm Percentile",{"$f":"'RWH Calculator'!C92","v":0},null,null,"Other Supplies",{"$f":"SUM(D11:D3662)","v":0},{"$f":"SUM(N11:N3662)","v":0},{"$f":"SUM(T11:T3662)","v":0},{"$f":"O3/$O$4","v":{"$error":"#DIV/0!"}}]
["Avg. Runoff C",{"$f":"'RWH Calculator'!C76","v":0.85},null,null,null,null,null,null,null,null,null,null,"Total",{"$f":"SUM(N2:N3)","v":0},{"$f":"SUM(O2:O3)","v":0},{"$f":"SUM(P2:P3)","v":0}]
[]
["Ave. Irr C",{"$f":"'RWH Calculator'!C19","v":0}]
["Irrigation Eff",{"$f":"'RWH Calculator'!C20","v":0}]
["Irrigation Area (sf)",{"$f":"'RWH Calculator'!C18","v":0}]
[null,null,null,null,null,null,null,"Evapotranspiration",null,"Non-Potable Demand",null,null,"Rainwater Harvesting Performance"]
["Date","Precipitation (in/day)","Runoff (gal/day)","Other Supplies (gal/day)","Total Water Collected (gal/day)","Month","Year","Reference ET (in/day)","Actual ET (in/day)","Irrigation Demand (gal/day)","Indoor (gal/day)","Total (gal/day)","Water in Cistern at End of Day (gal)","Other Supply Captured (gal/day)","Stormwater Captured (gal/day)","Water Captured (gal/day)","Other Supply Used Today (gal/day)","Stormwater Used Today (gal/day)","Total Water Used (gal/day)","Other Supply Overflow (gal/day)","Stormwater Overflow (gal/day)","Overflow (gal/day)","Net Water (gal/day)","Cumulative Offset (MG)",null,null,"ETo Values (DWR 2005 - CIMIS)",null,null,null,null,null,"TOTALS FOR 10-YEAR SIMULATION, BY MONTH",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Drawdown"]
["2001-01-01",0,{"$f":"$B$3*$B$4*(B11/12)*7.48","v":0},{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F11,'RWH Calculator'!$K$61:$K$72,0))","v":0},{"$f":"C11+D11","v":0},{"$f":"MONTH(A11)","v":1},{"$f":"YEAR(A11)","v":2001},{"$f":"IF($B$2=\"Western SF\", VLOOKUP(F11,$Z$13:$AC$24, 4),VLOOKUP(F11, $Z$13:$AD$24,5))","v":0.04},{"$f":"H11*$B$6","v":0},{"$f":"(IF(I11-B11>0,(I11-B11)/$B$7,0)/12*7.48)*$B$8","v":0},{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},{"$f":"J11+K11","v":0},{"$f":"IF(W11<0, 0, IF(W11>$J$2, $J$2, W11))","v":0},{"$f":"D11-T11","v":0},{"$f":"C11-U11","v":0},{"$f":"IF(L11>E11,E11, M11-0+L11)","v":0},{"$f":"IF(D11>L11,L11,D11)","v":0},{"$f":"MAX(0, IF(C11>(L11-D11),L11-D11,C11))","v":0},{"$f":"IF(E11+0>L11,L11, E11+0)","v":0},{"$f":"MAX(0, 0+D11-Q11-$J$2)","v":0},{"$f":"MAX(0, 0+C11+D11-Q11-R11-T11-$J$2)","v":0},{"$f":"IF(E11>L11, E11-L11-M11,0)","v":0},{"$f":"0+E11-L11","v":0},{"$f":"S11/1000000","v":0},null,null,"Zone 1","Zone 2","Zone 1","Zone 2",null,null,"Month","Precipitation","Runoff",null,"Evapotranspiration",null,"Demand",null,null,"Total Performance (Total over 10-years)",null,null,null,"Runoff (Average Annual)",null,null,null,"Performance (Average Annual)",null,null,null,"Month","Days in Month","Daily Demand (gal)","Cistern Volume (gal)","Days of Drawdown this Month (days)","Start Month","Days of Drawdown this Month (days)"]
["2001-01-02",0,{"$f":"$B$3*$B$4*(B12/12)*7.48","v":0},{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F12,'RWH Calculator'!$K$61:$K$72,0))","v":0},{"$f":"C12+D12","v":0},{"$f":"MONTH(A12)","v":1},{"$f":"YEAR(A12)","v":2001},0.04,{"$f":"H12*$B$6","v":0},0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},{"$f":"J12+K12","v":0},{"$f":"IF(W12<0, 0, IF(W12>$J$2, $J$2, W12))","v":0},{"$f":"D12-T12","v":0},{"$f":"C12-U12","v":0},{"$f":"IF(L12>E12,E12, M12-M11+L12)","v":0},{"$f":"IF(D12>L12,L12,D12)","v":0},{"$f":"MAX(0, IF(C12>(L12-D12),L12-D12,C12))","v":0},{"$f":"IF(E12+M11>L12,L12, E12+M11)","v":0},{"$f":"MAX(0, M11+D12-Q12-$J$2)","v":0},{"$f":"MAX(0, M11+C12+D12-Q12-R12-T12-$J$2)","v":0},{"$f":"IF(E12>L12, E12-L12-(M12-M11),0)","v":0},{"$f":"M11+E12-L12","v":0},{"$f":"X11+S12/1000000","v":0},null,null,"(in/mo)","(In/mo)","(in/day)","(in/day)",null,null,null,null,"Runoff (gal)","Runoff Collected (gal)","Reference ET (in)","Actual ET (in)","Irrigation (gal)","Indoor (gal)","Total (gal)","Water Captured (gal)","Water Used (gal)","Water in Cistern (gal)","Overflow (gal)","Runoff (gal)","Non-Stormwater Supply","Total Supply (gal)","Demand (gal)","Water Used (gal/month)","Stormwater Overflow (gal)",{"$f":"IF(AZ25>0,\"Non-Rainwater Supply Overflow\",\"\")","v":""},null,null,null,null,{"$f":"'RWH Calculator'!E86","v":0}]
["2001-01-03",0,{"$f":"$B$3*$B$4*(B13/12)*7.48","v":0},{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F13,'RWH Calculator'!$K$61:$K$72,0))","v":0},{"$f":"C13+D13","v":0},1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,{"$f":"IF(W13<0, 0, IF(W13>$J$2, $J$2, W13))","v":0},{"$f":"D13-T13","v":0},{"$f":"C13-U13","v":0},0,0,{"$f":"MAX(0, IF(C13>(L13-D13),L13-D13,C13))","v":0},0,{"$f":"MAX(0, M12+D13-Q13-$J$2)","v":0},{"$f":"MAX(0, M12+C13+D13-Q13-R13-T13-$J$2)","v":0},{"$f":"IF(E13>L13, E13-L13-(M13-M12),0)","v":0},0,{"$f":"X12+S13/1000000","v":0},null,1,0.93,1.24,{"$f":"AA13/31","v":3.0000000000000002E-2},{"$f":"AB13/31","v":0.04},null,1,"Jan",{"$f":"SUMIFS($B$11:$B$3662,$F$11:$F$3662,AF13)","v":36.560000000000009},{"$f":"SUMIFS($C$11:$C$3662,$F$11:$F$3662,AF13)","v":0},{"$f":"AI13","v":0},{"$f":"SUMIFS($H$11:$H$3662,$F$11:$F$3662,AF13)","v":12.399999999999912},{"$f":"SUMIFS($I$11:$I$3662,$F$11:$F$3662,AF13)","v":0},{"$f":"SUMIFS($J$11:$J$3662,$F$11:$F$3662,AF13)","v":0},{"$f":"SUMIFS($K$11:$K$3662,$F$11:$F$3662,AF13)","v":0},{"$f":"SUMIFS($L$11:$L$3662,$F$11:$F$3662,$AF13)","v":0},{"$f":"SUMIFS($P$11:$P$3662,$F$11:$F$3662,$AF13)","v":0},{"$f":"SUMIFS($S$11:$S$3662,$F$11:$F$3662,$AF13)","v":0},{"$f":"SUMIFS($M$11:$M$3662,$F$11:$F$3662,$AF13)","v":0},{"$f":"SUMIFS($V$11:$V$3662,$F$11:$F$3662,$AF13)","v":0},{"$f":"AI13/10","v":0},{"$f":"SUMIFS($D$11:$D$3662,$F$11:$F$3662,$AF13)/10","v":0},{"$f":"SUMIFS($E$11:$E$3662,$F$11:$F$3662,$AF13)/10","v":0},{"$f":"AO13/10","v":0},{"$f":"AQ13/10","v":0},{"$f":"SUMIFS($U$11:$U$3662,$F$11:$F$3662,AF13)/10","v":0},{"$f":"SUMIFS($T$11:$T$3662,$F$11:$F$3662,AF13)/10","v":0},null,{"$f":"BG26","v":{"$error":"#N/A"}},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB13,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$f":"INDEX($AO$13:$AO$24,MATCH(BB13,$AF$13:$AF$24,0))/10/BC13","v":{"$error":"#N/A"}},{"$f":"MAX(0,BE12-BD13*BC13)","v":{"$error":"#N/A"}},{"$f":"ROUNDUP(MIN(BC13,BE12/BD13),0)","v":{"$error":"#N/A"}},null,{"$f":"BF41","v":{"$error":"#N/A"}}]
["2001-01-04",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F14,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,2,1.4,1.68,{"$f":"AA14/28","v":4.9999999999999996E-2},{"$f":"AB14/28","v":0.06},null,2,"Feb",{"$f":"SUMIFS($B$11:$B$3662,$F$11:$F$3662,AF14)","v":43.790000000000006},{"$f":"SUMIFS($C$11:$C$3662,$F$11:$F$3662,AF14)","v":0},{"$f":"AI14","v":0},{"$f":"SUMIFS($H$11:$H$3662,$F$11:$F$3662,AF14)","v":16.920000000000023},{"$f":"SUMIFS($I$11:$I$3662,$F$11:$F$3662,AF14)","v":0},{"$f":"SUMIFS($J$11:$J$3662,$F$11:$F$3662,AF14)","v":0},{"$f":"SUMIFS($K$11:$K$3662,$F$11:$F$3662,AF14)","v":0},{"$f":"SUMIFS($L$11:$L$3662,$F$11:$F$3662,AF14)","v":0},{"$f":"SUMIFS($P$11:$P$3662,$F$11:$F$3662,$AF14)","v":0},{"$f":"SUMIFS($S$11:$S$3662,$F$11:$F$3662,$AF14)","v":0},{"$f":"SUMIFS($M$11:$M$3662,$F$11:$F$3662,$AF14)","v":0},{"$f":"SUMIFS($V$11:$V$3662,$F$11:$F$3662,$AF14)","v":0},{"$f":"AI14/10","v":0},{"$f":"SUMIFS($D$11:$D$3662,$F$11:$F$3662,$AF14)/10","v":0},{"$f":"SUMIFS($E$11:$E$3662,$F$11:$F$3662,$AF14)/10","v":0},0,0,{"$f":"SUMIFS($U$11:$U$3662,$F$11:$F$3662,AF14)/10","v":0},{"$f":"SUMIFS($T$11:$T$3662,$F$11:$F$3662,AF14)/10","v":0},null,{"$f":"IF(BB13=12,BB13+1-12,BB13+1)","v":{"$error":"#N/A"}},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB14,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$f":"MAX(0,BE13-BD14*BC14)","v":{"$error":"#N/A"}},{"$f":"ROUNDUP(MIN(BC14,BE13/BD14),0)","v":{"$error":"#N/A"}},1,{"$error":"#DIV/0!"}]
["2001-01-05",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F15,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,3,2.48,3.1,{"$f":"AA15/31","v":0.08},{"$f":"AB15/31","v":0.1},null,3,"Mar",25.679999999999993,0,0,31.000000000000171,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,null,{"$f":"IF(BB14=12,BB14+1-12,BB14+1)","v":{"$error":"#N/A"}},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB15,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},2,{"$error":"#DIV/0!"}]
["2001-01-06",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F16,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,4,3.3,3.9,{"$f":"AA16/30","v":0.11},{"$f":"AB16/30","v":0.13},null,4,"Apr",14.359999999999998,0,0,39.000000000000057,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB16,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},3,{"$error":"#DIV/0!"}]
["2001-01-07",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F17,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,5,4.03,4.6500000000000004,{"$f":"AA17/31","v":0.13},{"$f":"AB17/31","v":0.15000000000000002},null,5,"May",4.9000000000000004,0,0,46.499999999999737,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB17,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},4,{"$error":"#DIV/0!"}]
["2001-01-08",0.56000000000000005,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F18,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,6,4.5,5.0999999999999996,{"$f":"AA18/30","v":0.15},{"$f":"AB18/30","v":0.16999999999999998},null,6,"Jun",1.1900000000000002,0,0,51.000000000000341,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB18,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},5,{"$error":"#DIV/0!"}]
["2001-01-09",0.09,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F19,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,7,4.6500000000000004,4.96,{"$f":"AA19/31","v":0.15000000000000002},{"$f":"AB19/31","v":0.16},null,7,"Jul",0.05,0,0,49.599999999999646,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB19,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},6,{"$error":"#DIV/0!"}]
["2001-01-10",0.75,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F20,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,8,4.03,4.6500000000000004,{"$f":"AA20/31","v":0.13},{"$f":"AB20/31","v":0.15000000000000002},null,8,"Aug",0.13,0,0,46.499999999999737,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB20,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},7,{"$error":"#DIV/0!"}]
["2001-01-11",0.84000000000000008,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F21,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,9,3.3,3.9,{"$f":"AA21/30","v":0.11},{"$f":"AB21/30","v":0.13},null,9,"Sep",0.62000000000000011,0,0,39.000000000000057,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB21,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},8,{"$error":"#DIV/0!"}]
["2001-01-12",0.01,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F22,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,10,2.48,2.79,{"$f":"AA22/31","v":0.08},{"$f":"AB22/31","v":0.09},null,10,"Oct",11.529999999999996,0,0,27.899999999999963,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB22,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},9,{"$error":"#DIV/0!"}]
["2001-01-13",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F23,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,11,1.2,1.8,{"$f":"AA23/30","v":0.04},{"$f":"AB23/30","v":6.0000000000000005E-2},null,11,"Nov",23.539999999999996,0,0,18,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB23,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},10,{"$error":"#DIV/0!"}]
["2001-01-14",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F24,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,12,0.62,1.24,{"$f":"AA24/31","v":0.02},{"$f":"AB24/31","v":0.04},null,12,"Dec",70.379999999999981,0,0,12.399999999999912,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,null,{"$f":"IF(BB23=12,BB23+1-12,BB23+1)","v":{"$error":"#N/A"}},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB24,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$f":"MAX(0,BE23-BD24*BC24)","v":{"$error":"#N/A"}},{"$f":"ROUNDUP(MIN(BC24,BE23/BD24),0)","v":{"$error":"#N/A"}},11,{"$error":"#DIV/0!"}]
["2001-01-15",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F25,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,"Total",32.9,39,null,null,null,null,"Total",{"$f":"SUM(AH13:AH24)","v":232.72999999999996},0,0,390.21999999999957,0,0,0,0,0,0,0,0,{"$f":"SUM(AT13:AT24)","v":0},{"$f":"SUM(AU13:AU24)","v":0},0,0,0,{"$f":"SUM(AY13:AY24)","v":0},0,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB25,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},12,{"$error":"#DIV/0!"}]
["2001-01-16",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F26,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BB25=12,BB25+1-12,BB25+1)","v":{"$error":"#N/A"}},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB26,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$f":"MAX(0,BE25-BD26*BC26)","v":{"$error":"#N/A"}},{"$f":"ROUNDUP(MIN(BC26,BE25/BD26),0)","v":{"$error":"#N/A"}},{"$f":"INDEX(BG14:BG25,MATCH(BH26,$BH$14:$BH$25,0))","v":{"$error":"#N/A"}},{"$f":"IFERROR(MAX(BH14:BH25),0)","v":0}]
["2001-01-17",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F27,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BB26=12,BB26+1-12,BB26+1)","v":{"$error":"#N/A"}},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB27,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$f":"MAX(0,BE26-BD27*BC27)","v":{"$error":"#N/A"}},{"$f":"ROUNDUP(MIN(BC27,BE26/BD27),0)","v":{"$error":"#N/A"}}]
["2001-01-18",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F28,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,null,null,null,null,null,null,null,"TOTALS FOR 10-YEAR SIMULATION, BY YEAR",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB28,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
["2001-01-19",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F29,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,null,null,null,null,null,null,null,"Year","Precipitation","Runoff",null,"Evapotranspiration",null,"Demand",null,null,"Performance",null,null,null,"Avg. Annual Runoff Captured and Reused %","Avg. Annual Demand Met by RWH %",null,null,null,null,null,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB29,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
["2001-01-20",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F30,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,null,null,null,null,null,null,null,null,null,"Runoff (gal)","Runoff Collected (gal)","Reference ET (in)","Actual ET (in)","Irrigation (gal)","Indoor (gal)","Total (gal)","Water Captured (gal)","Water Used (gal)","Water in Cistern (gal)","Overflow (gal)",null,null,null,null,null,null,null,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB30,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
["2001-01-21",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F31,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,null,null,null,null,null,null,null,2001,{"$f":"SUMIFS($B$11:$B$3662,$G$11:$G$3662,$AG31)","v":31.749999999999993},{"$f":"SUMIFS($C$11:$C$3662,$G$11:$G$3662,$AG31)","v":0},{"$f":"SUMIFS($E$11:$E$3662,$G$11:$G$3662,$AG31)","v":0},{"$f":"SUMIFS($H$11:$H$3662,$G$11:$G$3662,$AG31)","v":39.010000000000161},{"$f":"SUMIFS($I$11:$I$3662,$G$11:$G$3662,$AG31)","v":0},{"$f":"SUMIFS($J$11:$J$3662,$G$11:$G$3662,$AG31)","v":0},{"$f":"SUMIFS($K$11:$K$3662,$G$11:$G$3662,$AG31)","v":0},{"$f":"SUMIFS($L$11:$L$3662,$G$11:$G$3662,$AG31)","v":0},{"$f":"SUMIFS($P$11:$P$3662,$G$11:$G$3662,$AG31)","v":0},{"$f":"SUMIFS($S$11:$S$3662,$G$11:$G$3662,$AG31)","v":0},{"$f":"SUMIFS($M$11:$M$3662,$G$11:$G$3662,$AG31)","v":0},{"$f":"SUMIFS($V$11:$V$3662,$G$11:$G$3662,$AG31)","v":0},{"$f":"AP31/AJ31","v":{"$error":"#DIV/0!"}},{"$f":"AQ31/AO31","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB31,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
["2001-01-22",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F32,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,null,null,null,null,null,null,null,2002,{"$f":"SUMIFS($B$11:$B$3662,$G$11:$G$3662,$AG32)","v":22.459999999999994},{"$f":"SUMIFS($C$11:$C$3662,$G$11:$G$3662,$AG32)","v":0},{"$f":"SUMIFS($E$11:$E$3662,$G$11:$G$3662,$AG32)","v":0},{"$f":"SUMIFS($H$11:$H$3662,$G$11:$G$3662,$AG32)","v":39.010000000000161},{"$f":"SUMIFS($I$11:$I$3662,$G$11:$G$3662,$AG32)","v":0},{"$f":"SUMIFS($J$11:$J$3662,$G$11:$G$3662,$AG32)","v":0},{"$f":"SUMIFS($K$11:$K$3662,$G$11:$G$3662,$AG32)","v":0},{"$f":"SUMIFS($L$11:$L$3662,$G$11:$G$3662,$AG32)","v":0},{"$f":"SUMIFS($P$11:$P$3662,$G$11:$G$3662,$AG32)","v":0},{"$f":"SUMIFS($S$11:$S$3662,$G$11:$G$3662,$AG32)","v":0},{"$f":"SUMIFS($M$11:$M$3662,$G$11:$G$3662,$AG32)","v":0},{"$f":"SUMIFS($V$11:$V$3662,$G$11:$G$3662,$AG32)","v":0},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB32,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
["2001-01-23",0.45000000000000007,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F33,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,null,null,null,null,null,null,null,2003,14.320000000000004,0,0,39.010000000000161,0,0,0,0,0,0,0,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB33,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
["2001-01-24",0.18,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F34,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,null,null,null,null,null,null,null,2004,23.189999999999994,0,0,39.070000000000164,0,0,0,0,0,0,0,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB34,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
["2001-01-25",0.70000000000000007,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F35,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,null,null,null,null,null,null,null,2005,32.320000000000007,0,0,39.010000000000161,0,0,0,0,0,0,0,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB35,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
["2001-01-26",0.04,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F36,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,null,null,null,null,null,null,null,2006,29.490000000000016,0,0,39.010000000000161,0,0,0,0,0,0,0,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,null,{"$error":"#N/A"},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB36,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
["2001-01-27",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F37,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,1,2001,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,null,null,null,null,null,null,null,null,2007,14.130000000000003,0,0,39.010000000000161,0,0,0,0,0,0,0,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,null,{"$f":"IF(BB36=12,BB36+1-12,BB36+1)","v":{"$error":"#N/A"}},{"$f":"INDEX('RWH Calculator'!$M$26:$M$37,MATCH(BB37,$AF$13:$AF$24,0))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$f":"MAX(0,BE36-BD37*BC37)","v":{"$error":"#N/A"}},{"$f":"ROUNDUP(MIN(BC37,BE36/BD37),0)","v":{"$error":"#N/A"}}]
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["2010-12-13",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3644,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,12,2010,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0]
["2010-12-14",0.29000000000000004,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3645,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,12,2010,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0]
["2010-12-15",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3646,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,12,2010,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0]
["2010-12-16",0.02,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3647,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,12,2010,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0]
["2010-12-17",0.82000000000000006,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3648,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,12,2010,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0]
["2010-12-18",0.28000000000000003,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3649,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,12,2010,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0]
["2010-12-19",1.2200000000000002,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3650,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,12,2010,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0]
["2010-12-20",0.04,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3651,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,12,2010,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0]
["2010-12-21",6.9999999999999993E-2,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3652,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,12,2010,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0]
["2010-12-22",0.52,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3653,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,12,2010,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0]
["2010-12-23",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3654,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,12,2010,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0]
["2010-12-24",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3655,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,12,2010,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0]
["2010-12-25",0.63,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3656,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,12,2010,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0]
["2010-12-26",0.02,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3657,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,12,2010,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0]
["2010-12-27",0,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3658,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,12,2010,0.04,0,0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0]
["2010-12-28",1.1100000000000001,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3659,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,12,2010,0.04,0,{"$f":"(IF(I3659-B3659>0,(I3659-B3659)/$B$7,0)/12*7.48)*$B$8","v":0},{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0]
["2010-12-29",0.19,0,{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3660,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,{"$f":"MONTH(A3660)","v":12},{"$f":"YEAR(A3660)","v":2010},0.04,{"$f":"H3660*$B$6","v":0},0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},{"$f":"J3660+K3660","v":0},0,0,0,0,{"$f":"IF(D3660>L3660,L3660,D3660)","v":0},0,0,0,0,0,0,0]
["2010-12-30",0,{"$f":"$B$3*$B$4*(B3661/12)*7.48","v":0},{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3661,'RWH Calculator'!$K$61:$K$72,0))","v":0},{"$f":"C3661+D3661","v":0},{"$f":"MONTH(A3661)","v":12},2010,0.04,{"$f":"H3661*$B$6","v":0},0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},{"$f":"J3661+K3661","v":0},{"$f":"IF(W3661<0, 0, IF(W3661>$J$2, $J$2, W3661))","v":0},{"$f":"D3661-T3661","v":0},{"$f":"C3661-U3661","v":0},0,0,{"$f":"MAX(0, IF(C3661>(L3661-D3661),L3661-D3661,C3661))","v":0},0,{"$f":"MAX(0, M3660+D3661-Q3661-$J$2)","v":0},{"$f":"MAX(0, M3660+C3661+D3661-Q3661-R3661-T3661-$J$2)","v":0},{"$f":"IF(E3661>L3661, E3661-L3661-(M3661-M3660),0)","v":0},0,{"$f":"X3660+S3661/1000000","v":0}]
["2010-12-31",0,{"$f":"$B$3*$B$4*(B3662/12)*7.48","v":0},{"$f":"INDEX('RWH Calculator'!$Q$61:$Q$72,MATCH(F3662,'RWH Calculator'!$K$61:$K$72,0))","v":0},0,{"$f":"MONTH(A3662)","v":12},2010,0.04,{"$f":"H3662*$B$6","v":0},0,{"$f":"IF('RWH Calculator'!$C$67>0,'RWH Calculator'!$C$69,'RWH Calculator'!$C$57)","v":0},{"$f":"J3662+K3662","v":0},{"$f":"IF(W3662<0, 0, IF(W3662>$J$2, $J$2, W3662))","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"X3661+S3662/1000000","v":0}]

{"sheet":"RWH Performance Evaluation","index":7,"n_rows":711,"n_cols":18,"rows_kept":711,"cut":false,"hidden":true,"merged":[[1,6,1,8],[2,6,2,8],[4,6,4,8],[3,6,3,8],[21,2,21,5],[21,8,21,11],[14,0,14,2],[7,0,7,2],[8,0,8,2],[10,0,10,2],[11,0,11,2],[13,0,13,2],[21,14,21,17],[29,2,29,5],[29,8,29,11],[29,14,29,17],[15,0,15,2],[19,0,19,5],[19,6,19,11],[19,12,19,17],[20,0,20,1],[20,6,20,7],[20,12,20,13],[0,0,0,4],[1,0,1,2],[2,0,2,2],[4,0,4,2],[6,0,6,2],[3,0,3,2]]}
["RAINWATER HARVESTING PERFORMANCE"]
["Runoff Supply",null,null,{"$f":"SUM('RWH 10-yr Simulation'!C11:C3662)","v":0},"gal",null,"Other Sources Supply",null,null,{"$f":"SUM('RWH 10-yr Simulation'!D11:D3662)","v":0},"gal"]
["Runoff Captured",null,null,{"$f":"SUM('RWH 10-yr Simulation'!O11:O3662)","v":0},"gal",null,"Other Sources Captured",null,null,{"$f":"SUM('RWH 10-yr Simulation'!N11:N3662)","v":0},"gal"]
["Runoff Overflow",null,null,{"$f":"SUM('RWH 10-yr Simulation'!U11:U3662)","v":0},"gal",null,"Other Sources Overflow",null,null,{"$f":"SUM('RWH 10-yr Simulation'!T11:T3662)","v":0},"gal"]
["Stormwater Performance Capture",null,null,{"$f":"D3/D2","v":{"$error":"#DIV/0!"}},null,null,"Stormwater Performance Capture",null,null,{"$f":"J3/J2","v":{"$error":"#DIV/0!"}}]
[]
["Non-Potable Water Demand",null,null,{"$f":"SUM('RWH 10-yr Simulation'!L11:L3662)","v":0},"gal"]
["Water Harvested and Reused",null,null,{"$f":"SUM('RWH 10-yr Simulation'!S11:S3662)","v":0},"gal"]
["Non-Potable Demand Met",null,null,{"$f":"D8/D7","v":{"$error":"#DIV/0!"}}]
[]
["Total Overflow",null,null,{"$f":"SUM('RWH 10-yr Simulation'!V11:V3662)","v":0},"gal"]
["Peak Overflow",null,null,{"$f":"MAX('RWH 10-yr Simulation'!V11:V3662)","v":0},"gal/day"]
[]
["Days with Precipitation",null,null,{"$f":"COUNTIF('RWH 10-yr Simulation'!B11:B3662,\">0\")","v":689},"days"]
["Days with Irrigation Demand",null,null,{"$f":"COUNTIF('RWH 10-yr Simulation'!J11:J3662, \">0\")","v":0},"days"]
["Days with Water in Cistern",null,null,{"$f":"COUNTIF('RWH 10-yr Simulation'!M11:M3662, \">0\")","v":0},"days"]
[null,null,"Avg Cistern Volume Before Storm",{"$f":"K31","v":0},"gal"]
[]
[]
["Annual Analysis",null,null,null,null,null,"Extended Rainy Season Analysis (October - May)",null,null,null,null,null,"Compacted Rainy Season Analysis (November - April)"]
["Days Prior to Rain Event",null,null,null,null,null,"Days Prior to Rain Event",null,null,null,null,null,"Days Prior to Rain Event"]
["Date","Volume in Storage (gal)","Before Storm Statistics",null,null,null,"Date","Volume in Storage (gal)","Before Storm Statistics",null,null,null,"Date","Volume in Storage (gal)","Before Storm Statistics"]
["2001-01-07",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(A23,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Total Rainy Days",{"$f":"COUNT(A23:A711)","v":689},"days","2001-01-07",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(G23,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Total Rainy Days",{"$f":"COUNT(G23:G678)","v":656},null,"2001-01-07",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(M23,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Total Rainy Days",{"$f":"COUNT(M23:M615)","v":593}]
["2001-01-08",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(A24,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"No water in cistern",{"$f":"COUNTIF(B23:B711, \"0\")","v":689},"days","2001-01-08",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(G24,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"No water in cistern",{"$f":"COUNTIF(H23:H678, \"0\")","v":656},"days","2001-01-08",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(M24,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"No water in cistern",{"$f":"COUNTIF(N23:N615, \"0\")","v":593},"days"]
["2001-01-09",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(A25,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"No water in cistern",{"$f":"E24/689","v":1},null,"2001-01-09",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(G25,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"No water in cistern",{"$f":"K24/689","v":0.95210449927431062},null,"2001-01-09",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(M25,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"No water in cistern",{"$f":"Q24/689","v":0.86066763425253989}]
["2001-01-10",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(A26,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Cistern Full",{"$f":"COUNTIF(B23:B711, \">=\" &'RWH Calculator'!E86)","v":689},"days","2001-01-10",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(G26,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Cistern Full",{"$f":"COUNTIF(H23:H678, \">=\" &'RWH Calculator'!E86)","v":656},"days","2001-01-10",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(M26,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Cistern Full",{"$f":"COUNTIF(N23:N615, \">=\" &'RWH Calculator'!E86)","v":593},"days"]
["2001-01-11",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(A27,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Cistern Full",{"$f":"E26/689","v":1},null,"2001-01-11",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(G27,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Cistern Full",{"$f":"K26/689","v":0.95210449927431062},null,"2001-01-11",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(M27,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Cistern Full",{"$f":"Q26/689","v":0.86066763425253989}]
["2001-01-22",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(A28,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,null,null,null,"2001-01-22",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(G28,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,null,null,null,"2001-01-22",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(M28,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0}]
["2001-01-23",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(A29,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,null,null,null,"2001-01-23",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(G29,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,null,null,null,"2001-01-23",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(M29,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0}]
["2001-01-24",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(A30,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},"Annual Averages",null,null,null,"2001-01-24",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(G30,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},"Seasonal Averages",null,null,null,"2001-01-24",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(M30,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},"Seasonal Averages"]
["2001-01-25",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(A31,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Average Volume",{"$f":"AVERAGE(B23:B711)","v":0},"gal","2001-01-25",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(G31,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Average Volume",{"$f":"AVERAGE(H23:H678)","v":0},"gal","2001-01-25",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(M31,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Average Volume",{"$f":"AVERAGE(N23:N615)","v":0},"gal"]
["2001-01-28",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(A32,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Above Average",{"$f":"COUNTIF(B23:B711, \">\" &E31)","v":0},"days","2001-01-28",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(G32,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Above Average",{"$f":"COUNTIF(H23:H678, \">\" &K31)","v":0},"days","2001-01-28",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(M32,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Above Average",{"$f":"COUNTIF(N23:N615, \">\" &Q31)","v":0},"days"]
["2001-02-05",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(A33,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Above Average",{"$f":"E32/E23","v":0},null,"2001-02-05",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(G33,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Above Average",{"$f":"K32/K23","v":0},null,"2001-02-05",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(M33,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Above Average",{"$f":"Q32/Q23","v":0}]
["2001-02-08",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(A34,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Below Average",{"$f":"COUNTIF(B23:B711, \"<\" &E31)","v":0},"days","2001-02-08",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(G34,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Below Average",{"$f":"COUNTIF(H23:H678, \"<\" &K31)","v":0},"days","2001-02-08",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(M34,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Below Average",{"$f":"COUNTIF(N23:N615, \"<\" &Q31)","v":0},"days"]
["2001-02-09",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(A35,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Below Average",{"$f":"E34/E23","v":0},null,"2001-02-09",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(G35,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Below Average",{"$f":"K34/K23","v":0},null,"2001-02-09",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(M35,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0},null,"Below Average",{"$f":"Q34/Q23","v":0}]
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["2010-12-25",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(A709,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0}]
["2010-12-27",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(A710,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0}]
["2010-12-28",{"$f":"INDEX('RWH 10-yr Simulation'!$M$11:$M$3662,MATCH(A711,'RWH 10-yr Simulation'!$A$11:$A$3662,0))","v":0}]

{"sheet":"Rainfall and Hydrographs","index":8,"n_rows":295,"n_cols":11,"rows_kept":295,"cut":false,"hidden":false,"merged":[]}
["San Francisco 1-yr, 24hr and 2-yr, 24hr Design Storms:",null,null,null,null,null,"San Francisco's Design Storm Hyetographs:",null,null,null,"Project Site Runoff Hydrographs:"]
[null,null,null,null,null,null,null,null,null,null,"(Based on information entered in the \"Sizing Calculator\" worksheet.)"]
[null,"Intensities (in/hr)",null,"Depths (in)"]
["Hour","1yr","2yr","1yr","2yr"]
["00:00:00",0,0,0,0]
["00:05:00",5.3900000000000003E-2,5.4699999999999999E-2,{"$f":"B6*5/60","v":4.4916666666666672E-3},{"$f":"C6*5/60","v":4.5583333333333326E-3}]
["00:10:00",5.4100000000000002E-2,5.4899999999999997E-2,{"$f":"B7*5/60","v":4.5083333333333338E-3},4.5749999999999992E-3]
["00:15:00",5.4300000000000001E-2,5.5100000000000003E-2,4.5250000000000004E-3,4.5916666666666666E-3]
["00:20:00",5.45E-2,5.5300000000000002E-2,4.5416666666666669E-3,4.6083333333333341E-3]
["00:25:00",5.4699999999999999E-2,5.5500000000000001E-2,4.5583333333333326E-3,4.6250000000000006E-3]
["00:30:00",5.4899999999999997E-2,5.57E-2,4.5749999999999992E-3,4.6416666666666663E-3]
["00:35:00",5.5100000000000003E-2,5.5899999999999998E-2,4.5916666666666666E-3,4.6583333333333329E-3]
["00:40:00",5.5300000000000002E-2,5.62E-2,4.6083333333333341E-3,4.6833333333333336E-3]
["00:45:00",5.5500000000000001E-2,5.6399999999999999E-2,4.6250000000000006E-3,4.6999999999999993E-3]
["00:50:00",5.57E-2,5.6599999999999998E-2,4.6416666666666663E-3,4.7166666666666659E-3]
["00:55:00",5.6000000000000001E-2,5.6800000000000003E-2,4.6666666666666671E-3,4.7333333333333342E-3]
["01:00:00",5.62E-2,5.7099999999999998E-2,4.6833333333333336E-3,4.7583333333333332E-3]
["01:05:00",5.6399999999999999E-2,5.7299999999999997E-2,4.6999999999999993E-3,4.7749999999999997E-3]
["01:10:00",5.6599999999999998E-2,5.7500000000000002E-2,4.7166666666666659E-3,4.7916666666666672E-3]
["01:15:00",5.6800000000000003E-2,5.7799999999999997E-2,4.7333333333333342E-3,4.8166666666666661E-3]
["01:20:00",5.7099999999999998E-2,5.8000000000000003E-2,4.7583333333333332E-3,4.8333333333333336E-3]
["01:25:00",5.7299999999999997E-2,5.8299999999999998E-2,4.7749999999999997E-3,4.8583333333333334E-3]
["01:30:00",5.7500000000000002E-2,5.8500000000000003E-2,4.7916666666666672E-3,4.8750000000000009E-3]
["01:35:00",5.7799999999999997E-2,5.8799999999999998E-2,4.8166666666666661E-3,4.8999999999999998E-3]
["01:40:00",5.8000000000000003E-2,5.8999999999999997E-2,4.8333333333333336E-3,4.9166666666666664E-3]
["01:45:00",5.8200000000000002E-2,5.9299999999999999E-2,4.850000000000001E-3,4.9416666666666663E-3]
["01:50:00",5.8500000000000003E-2,5.96E-2,4.8750000000000009E-3,4.9666666666666661E-3]
["01:55:00",5.8700000000000002E-2,5.9799999999999999E-2,4.8916666666666666E-3,4.9833333333333335E-3]
["02:00:00",5.8999999999999997E-2,6.0100000000000001E-2,4.9166666666666664E-3,5.0083333333333334E-3]
["02:05:00",5.9200000000000003E-2,6.0400000000000002E-2,4.9333333333333338E-3,5.0333333333333332E-3]
["02:10:00",5.9499999999999997E-2,6.0600000000000001E-2,4.9583333333333328E-3,5.0499999999999998E-3]
["02:15:00",5.9799999999999999E-2,6.0900000000000003E-2,4.9833333333333335E-3,5.0749999999999997E-3]
["02:20:00",0.06,6.1199999999999997E-2,5.0000000000000001E-3,5.0999999999999995E-3]
["02:25:00",6.0299999999999999E-2,6.1499999999999999E-2,5.025E-3,5.1250000000000002E-3]
["02:30:00",6.0600000000000001E-2,6.1800000000000001E-2,5.0499999999999998E-3,5.1500000000000001E-3]
["02:35:00",6.08E-2,6.2100000000000002E-2,5.0666666666666664E-3,5.1749999999999999E-3]
["02:40:00",6.1100000000000002E-2,6.2399999999999997E-2,5.0916666666666662E-3,5.1999999999999998E-3]
["02:45:00",6.1400000000000003E-2,6.2700000000000006E-2,5.1166666666666669E-3,5.2249999999999996E-3]
["02:50:00",6.1699999999999998E-2,6.3E-2,5.1416666666666668E-3,5.2500000000000003E-3]
["02:55:00",6.2E-2,6.3299999999999995E-2,5.1666666666666666E-3,5.2750000000000002E-3]
["03:00:00",6.2300000000000001E-2,6.3600000000000004E-2,5.1916666666666665E-3,5.3E-3]
["03:05:00",6.2600000000000003E-2,6.3899999999999998E-2,5.2166666666666663E-3,5.3249999999999999E-3]
["03:10:00",6.2899999999999998E-2,6.4299999999999996E-2,5.241666666666667E-3,5.3583333333333339E-3]
["03:15:00",6.3200000000000006E-2,6.4600000000000005E-2,5.2666666666666678E-3,5.3833333333333337E-3]
["03:20:00",6.3500000000000001E-2,6.4899999999999999E-2,5.2916666666666667E-3,5.4083333333333336E-3]
["03:25:00",6.3799999999999996E-2,6.5299999999999997E-2,5.3166666666666657E-3,5.4416666666666667E-3]
["03:30:00",6.4100000000000004E-2,6.5600000000000006E-2,5.3416666666666664E-3,5.4666666666666665E-3]
["03:35:00",6.4399999999999999E-2,6.6000000000000003E-2,5.3666666666666672E-3,5.5000000000000005E-3]
["03:40:00",6.4799999999999996E-2,6.6299999999999998E-2,5.3999999999999994E-3,5.5250000000000004E-3]
["03:45:00",6.5100000000000005E-2,6.6699999999999995E-2,5.4250000000000001E-3,5.5583333333333327E-3]
["03:50:00",6.54E-2,6.7100000000000007E-2,5.45E-3,5.5916666666666667E-3]
["03:55:00",6.5799999999999997E-2,6.7400000000000002E-2,5.4833333333333322E-3,5.6166666666666674E-3]
["04:00:00",6.6100000000000006E-2,6.7799999999999999E-2,5.5083333333333338E-3,5.6499999999999996E-3]
["04:05:00",6.6500000000000004E-2,6.8199999999999997E-2,5.541666666666667E-3,5.6833333333333328E-3]
["04:10:00",6.6799999999999998E-2,6.8599999999999994E-2,5.5666666666666659E-3,5.7166666666666659E-3]
["04:15:00",6.7199999999999996E-2,6.9000000000000006E-2,5.5999999999999991E-3,5.7500000000000008E-3]
["04:20:00",6.7599999999999993E-2,6.9400000000000003E-2,5.6333333333333331E-3,5.7833333333333339E-3]
["04:25:00",6.8000000000000005E-2,6.9800000000000001E-2,5.6666666666666671E-3,5.8166666666666662E-3]
["04:30:00",6.83E-2,7.0199999999999999E-2,5.6916666666666669E-3,5.8499999999999993E-3]
["04:35:00",6.8699999999999997E-2,7.0599999999999996E-2,5.7249999999999992E-3,5.8833333333333333E-3]
["04:40:00",6.9099999999999995E-2,7.1099999999999997E-2,5.7583333333333332E-3,5.9249999999999997E-3]
["04:45:00",6.9500000000000006E-2,7.1499999999999994E-2,5.7916666666666672E-3,5.9583333333333328E-3]
["04:50:00",7.0000000000000007E-2,7.1999999999999995E-2,5.8333333333333336E-3,6.0000000000000001E-3]
["04:55:00",7.0400000000000004E-2,7.2400000000000006E-2,5.8666666666666676E-3,6.0333333333333341E-3]
["05:00:00",7.0800000000000002E-2,7.2900000000000006E-2,5.8999999999999999E-3,6.0750000000000005E-3]
["05:05:00",7.1199999999999999E-2,7.3400000000000007E-2,5.933333333333333E-3,6.1166666666666678E-3]
["05:10:00",7.17E-2,7.3800000000000004E-2,5.9749999999999994E-3,6.1500000000000001E-3]
["05:15:00",7.2099999999999997E-2,7.4300000000000005E-2,6.0083333333333334E-3,6.1916666666666674E-3]
["05:20:00",7.2599999999999998E-2,7.4800000000000005E-2,6.0499999999999998E-3,6.2333333333333329E-3]
["05:25:00",7.3099999999999998E-2,7.5300000000000006E-2,6.0916666666666662E-3,6.2750000000000011E-3]
["05:30:00",7.3499999999999996E-2,7.5899999999999995E-2,{"$f":"B71*5/60","v":6.1250000000000002E-3},6.324999999999999E-3]
["05:35:00",7.3999999999999996E-2,7.6399999999999996E-2,6.1666666666666667E-3,6.3666666666666672E-3]
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["05:55:00",7.6100000000000001E-2,7.8600000000000003E-2,6.3416666666666665E-3,6.5500000000000003E-3]
["06:00:00",7.6600000000000001E-2,7.9200000000000007E-2,6.3833333333333337E-3,6.6E-3]
["06:05:00",7.7200000000000005E-2,7.9799999999999996E-2,6.4333333333333334E-3,6.6499999999999997E-3]
["06:10:00",7.7700000000000005E-2,8.0399999999999999E-2,6.4749999999999999E-3,6.7000000000000002E-3]
["06:15:00",7.8299999999999995E-2,8.1100000000000005E-2,6.5249999999999996E-3,6.7583333333333341E-3]
["06:20:00",7.8899999999999998E-2,8.1699999999999995E-2,6.5749999999999992E-3,6.8083333333333329E-3]
["06:25:00",7.9500000000000001E-2,8.2400000000000001E-2,6.6250000000000007E-3,6.8666666666666676E-3]
["06:30:00",8.0100000000000005E-2,8.3000000000000004E-2,6.6750000000000004E-3,6.9166666666666673E-3]
["06:35:00",8.0699999999999994E-2,8.3699999999999997E-2,6.7249999999999992E-3,6.9749999999999994E-3]
["06:40:00",8.14E-2,8.4400000000000003E-2,6.7833333333333339E-3,7.0333333333333341E-3]
["06:45:00",8.2000000000000003E-2,8.5099999999999995E-2,6.8333333333333336E-3,7.0916666666666663E-3]
["06:50:00",8.2699999999999996E-2,8.5900000000000004E-2,6.8916666666666666E-3,7.1583333333333334E-3]
["06:55:00",8.3400000000000002E-2,8.6599999999999996E-2,6.9500000000000004E-3,7.2166666666666664E-3]
["07:00:00",8.4099999999999994E-2,8.7400000000000005E-2,7.0083333333333334E-3,7.2833333333333344E-3]
["07:05:00",8.48E-2,8.8200000000000001E-2,7.0666666666666664E-3,7.3499999999999998E-3]
["07:10:00",8.5599999999999996E-2,8.8999999999999996E-2,7.1333333333333335E-3,7.416666666666666E-3]
["07:15:00",8.6300000000000002E-2,8.9899999999999994E-2,7.1916666666666665E-3,7.4916666666666656E-3]
["07:20:00",8.7099999999999997E-2,9.0700000000000003E-2,7.2583333333333337E-3,7.5583333333333336E-3]
["07:25:00",8.7900000000000006E-2,9.1600000000000001E-2,7.3249999999999999E-3,7.633333333333334E-3]
["07:30:00",8.8700000000000001E-2,9.2499999999999999E-2,7.391666666666667E-3,7.7083333333333335E-3]
["07:35:00",8.9599999999999999E-2,9.35E-2,7.4666666666666666E-3,7.7916666666666672E-3]
["07:40:00",9.0499999999999997E-2,9.4399999999999998E-2,7.541666666666667E-3,7.8666666666666659E-3]
["07:45:00",9.1399999999999995E-2,9.5399999999999999E-2,7.6166666666666657E-3,7.9500000000000005E-3]
["07:50:00",9.2299999999999993E-2,9.6500000000000002E-2,7.6916666666666661E-3,8.0416666666666674E-3]
["07:55:00",9.3299999999999994E-2,9.7500000000000003E-2,7.7749999999999998E-3,8.1250000000000003E-3]
["08:00:00",9.4200000000000006E-2,9.8599999999999993E-2,7.8500000000000011E-3,8.2166666666666673E-3]
["08:05:00",9.5299999999999996E-2,9.9699999999999997E-2,7.9416666666666663E-3,8.3083333333333325E-3]
["08:10:00",9.6299999999999997E-2,0.1009,8.0249999999999991E-3,8.4083333333333336E-3]
["08:15:00",9.74E-2,0.1021,8.1166666666666661E-3,8.508333333333333E-3]
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["08:25:00",9.9699999999999997E-2,0.1046,8.3083333333333325E-3,8.7166666666666677E-3]
["08:30:00",0.1009,0.106,8.4083333333333336E-3,8.8333333333333337E-3]
["08:35:00",0.1021,0.1074,8.508333333333333E-3,8.9499999999999979E-3]
["08:40:00",0.10340000000000001,0.10879999999999999,8.6166666666666666E-3,9.0666666666666656E-3]
["08:45:00",0.1048,0.1103,8.7333333333333343E-3,9.1916666666666657E-3]
["08:50:00",0.1062,0.1119,8.8500000000000002E-3,9.325E-3]
["08:55:00",0.1076,0.1135,8.9666666666666679E-3,9.4583333333333342E-3]
["09:00:00",0.10920000000000001,0.1152,9.1000000000000004E-3,9.5999999999999992E-3]
["09:05:00",0.11070000000000001,0.1169,9.2250000000000006E-3,9.7416666666666676E-3]
["09:10:00",0.1124,0.1188,9.3666666666666672E-3,9.8999999999999991E-3]
["09:15:00",0.11409999999999999,0.1207,9.5083333333333339E-3,1.0058333333333334E-2]
["09:20:00",0.1159,0.1227,9.658333333333333E-3,1.0225000000000001E-2]
["09:25:00",0.1178,0.12479999999999999,9.8166666666666662E-3,1.04E-2]
["09:30:00",0.1198,0.12709999999999999,9.9833333333333336E-3,1.0591666666666666E-2]
["09:35:00",0.12189999999999999,0.12939999999999999,1.0158333333333332E-2,1.0783333333333332E-2]
["09:40:00",0.1241,0.13189999999999999,1.0341666666666667E-2,1.0991666666666667E-2]
["09:45:00",0.12640000000000001,0.13450000000000001,1.0533333333333336E-2,1.1208333333333336E-2]
["09:50:00",0.1288,0.13730000000000001,1.0733333333333334E-2,1.1441666666666666E-2]
["09:55:00",0.13139999999999999,0.14019999999999999,1.0949999999999998E-2,1.1683333333333332E-2]
["10:00:00",0.13420000000000001,0.14330000000000001,1.1183333333333333E-2,1.1941666666666666E-2]
["10:05:00",0.1371,0.14660000000000001,1.1424999999999999E-2,1.2216666666666669E-2]
["10:10:00",0.14019999999999999,0.1502,1.1683333333333332E-2,1.2516666666666667E-2]
["10:15:00",0.14360000000000001,0.154,1.1966666666666665E-2,1.2833333333333334E-2]
["10:20:00",0.1472,0.15809999999999999,1.2266666666666667E-2,1.3174999999999999E-2]
["10:25:00",0.15110000000000001,0.16250000000000001,1.2591666666666668E-2,1.3541666666666667E-2]
["10:30:00",0.15529999999999999,0.1673,1.2941666666666666E-2,1.3941666666666666E-2]
["10:35:00",0.1598,0.17249999999999999,1.3316666666666666E-2,1.4374999999999999E-2]
["10:40:00",0.1648,0.1782,1.3733333333333335E-2,1.485E-2]
["10:45:00",0.17030000000000001,0.1845,1.4191666666666667E-2,1.5375E-2]
["10:50:00",0.17630000000000001,0.19139999999999999,{"$f":"B135*5/60","v":1.4691666666666667E-2},1.5949999999999999E-2]
["10:55:00",0.18310000000000001,0.19919999999999999,1.5258333333333336E-2,1.66E-2]
["11:00:00",0.19059999999999999,0.2079,1.5883333333333333E-2,1.7325E-2]
["11:05:00",0.1991,0.21779999999999999,1.6591666666666668E-2,1.8149999999999999E-2]
["11:10:00",0.2089,0.2291,1.7408333333333335E-2,1.9091666666666667E-2]
["11:15:00",0.2203,0.2424,1.8358333333333331E-2,2.0199999999999999E-2]
["11:20:00",0.2336,0.25800000000000001,1.9466666666666667E-2,2.1500000000000002E-2]
["11:25:00",0.24970000000000001,0.27700000000000002,2.0808333333333331E-2,2.3083333333333338E-2]
["11:30:00",0.26960000000000001,0.30049999999999999,2.246666666666667E-2,2.5041666666666667E-2]
["11:35:00",0.29499999999999998,0.33079999999999998,2.4583333333333332E-2,2.7566666666666666E-2]
["11:40:00",0.32900000000000001,0.37169999999999997,2.7416666666666666E-2,3.0974999999999996E-2]
["11:45:00",0.37809999999999999,0.43149999999999999,3.1508333333333333E-2,3.5958333333333328E-2]
["11:50:00",0.45800000000000002,0.53029999999999999,3.8166666666666668E-2,4.4191666666666664E-2]
["11:55:00",0.62480000000000002,0.74280000000000002,5.2066666666666671E-2,6.1899999999999997E-2]
["12:00:00",1.9574,2.3573,0.16311666666666669,0.19644166666666668]
["12:05:00",0.8266,1.0093000000000001,6.8883333333333338E-2,8.4108333333333327E-2]
["12:10:00",0.52259999999999995,0.61160000000000003,4.3549999999999991E-2,5.0966666666666674E-2]
["12:15:00",0.41239999999999999,0.47370000000000001,3.4366666666666663E-2,3.9475000000000003E-2]
["12:20:00",0.35110000000000002,0.39850000000000002,2.9258333333333334E-2,3.3208333333333333E-2]
["12:25:00",0.31059999999999999,0.34960000000000002,2.5883333333333331E-2,2.9133333333333337E-2]
["12:30:00",0.28139999999999998,0.31459999999999999,2.3450000000000002E-2,2.6216666666666666E-2]
["12:35:00",0.2591,0.28810000000000002,2.1591666666666669E-2,2.4008333333333336E-2]
["12:40:00",0.24129999999999999,0.26700000000000002,2.0108333333333332E-2,2.2249999999999999E-2]
["12:45:00",0.2266,0.24979999999999999,1.8883333333333332E-2,2.0816666666666664E-2]
["12:50:00",0.21440000000000001,0.23549999999999999,1.7866666666666666E-2,1.9625E-2]
["12:55:00",0.2039,0.22320000000000001,1.6991666666666669E-2,1.8600000000000002E-2]
["13:00:00",0.19470000000000001,0.2127,1.6225E-2,1.7724999999999998E-2]
["13:05:00",0.1867,0.2034,1.5558333333333334E-2,1.695E-2]
["13:10:00",0.17960000000000001,0.19520000000000001,1.4966666666666666E-2,1.6266666666666669E-2]
["13:15:00",0.17319999999999999,0.18779999999999999,1.4433333333333333E-2,1.5650000000000001E-2]
["13:20:00",0.16750000000000001,0.1812,1.3958333333333333E-2,1.5100000000000001E-2]
["13:25:00",0.1623,0.17530000000000001,1.3525000000000001E-2,1.4608333333333334E-2]
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[1,5.3800000000000001E-2,5.4600000000000003E-2,4.483333333333334E-3,4.5500000000000002E-3]
["Peak (in/hr)",{"$f":"MAX(B4:B293)","v":1.9574},{"$f":"MAX(C4:C293)","v":2.3573}]
["Total Depth (in)",null,null,{"$f":"SUM(D6:D293)","v":2.6494166666666685},{"$f":"SUM(E6:E293)","v":2.852149999999996}]

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[]
["PROJECT TEAM"]
["San Francisco Public Utilities Commission (SFPUC)",null,null,null,null,null,"Ken Kortkamp, Project Lead"]
["http://sfwater.org",null,null,null,null,null,"Shayne Martinsen, Peer Review"]
["Lotus Water ",null,null,null,null,null,"Scott Durbin"]
["http://lotuswater.com",null,null,null,null,null,"Katie Pilat"]
[null,null,null,null,null,null,"Kristen Matsumura"]
[]
["REFERENCE MATERIALS"]
["General Information:","SFPUC Stormwater Management Requirements and Design Guidelines"]
[null,"http://sfwater.org/smr"]
[]
["Stormwater Guidance Materials Available on the SFPUC Website"]
["Stormwater Control Plan Information:","Click on \"SCP Resources\" at the linked webpage below for additional SCP guidance:"]
[]
[null,"http://sfwater.org/smr"]
["CSS BMP Calculation Approach:","See \"Hydrologic Calculation Methods and Background Information\" section of page linked below."]
[null,"http://sfwater.org/index.aspx?page=1008"]
["Green Infrastructure Typical Details:","See links to CAD and PDF versions of BMP details on the following webpage:"]
[null,"http://sfwater.org/index.aspx?page=1007"]
["Modified Compliance:","See link to Modified Compliance Application on the webpage linked below:"]
[]
[null,"http://sfwater.org/index.aspx?page=1008"]
["Design Storms:","See \"Hydrologic Calculation Methods and Background Information\" section of page linked below."]
[null,"http://sfwater.org/index.aspx?page=1008"]
["Urban Water Management Plan:","SFPUC. 2010 Urban Water Management Plan for the City and County of San Francisco. June 2011."]
[]
[null,"http://sfwater.org/modules/showdocument.aspx?documentid=1055"]
["Urban Water Management Plan Appendices:","SFPUC. 2010 Urban Water Management Plan for the City and County of San Francisco - Appendices. June 2011."]
[]
[null,"http://www.sfwater.org/modules/showdocument.aspx?documentid=1054"]
["Non-Potable Water Program:","San Francisco's Non-potable Water Program Guidebook"]
[null,"http://sfwater.org/modules/showdocument.aspx?documentid=4962"]
["Non-Potable Water Program:","Synergies for Compliance with the NPO and SMO"]
[null,"https://sfwater.org/Modules/ShowDocument.aspx?documentID=10522"]
["Other Reference Materials"]
["Soil Groups and Time of Concentration Calculations:","United States Department of Agriculture (USDA). Natural Resource Conservation Service (NRCS). Conservation Engineering Division. Technical Release 55 (TR-55). \"Urban Hydrology for Small Watersheds\". June 1986."]
[]
[]
[null,"http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/stelprdb1044171.pdf"]
["Evapotranspiration Rates:","California Department of Water Resources (DWR). California Irrigation Management Information System (CIMIS). \"Reference Evapotranspiration Map\". 1999."]
[]
[null,"http://www.cimis.water.ca.gov/App_Themes/images/etozonemap.jpg"]
["Irrigation Water Needs:","DWR. CIMIS. Leaflet 21427. \"Using Reference Evapotranspiration (Eto) and Crop Coefficients to Estimate Crop Evapotranspiration (ETc) for Agronomic Crops, Grasses, and Vegetable Crops\". 1987."]
[]
[null,"http://www.cimis.water.ca.gov/Content/PDF/21427-KcAgronomicGrassandVeg.pdf"]
["Water Use Efficiency:","Costello, L.R. and K.S. Jones. California Center for Urban Horticulture, University of California, Davis.  \"WUCOLS IV: Water Use Classification of Landscape Species\". 2014."]
[]
[null,"https://ucanr.edu/sites/WUCOLS/"]

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["TIME","DESIGN STORM",null,null,"EXISTING CONDITIONS",null,null,null,null,null,null,null,null,"PROJECT CONDITIONS ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bioretention (No Underdrain No Liner)",null,null,null,null,null,null,null,null,null,null,null,null,null,"RAINWATER HARVESTING",null,null,null,null,null,null,null,null,null,null,null,null,null,"INFILTRATION TRENCH",null,null,null,null,null,null,null,null,null,null,"DRY WELL",null,null,null,null,null,null,null,null,null,null,"PERMEABLE PAVEMENT (NO UNDERDRAINED)",null,null,null,null,null,null,null,null,null,null,"Bioretention/FTP (Underdrain No Liner)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bioretention/FTP (Underdrain Liner)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"VEGETATED ROOF",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PERMEABLE PAVEMENT (UNDERDRAIN)",null,null,null,null,null,null,null,null,null,null,null,null,null,"DETENTION VAULT"]
[null,"CAP 1-yr 24 hr",null,null,"Pervious",null,null,null,"Impervious",null,null,null,null,"Pervious",null,null,null,null,null,"Impervious",null,null,null,"Totals",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Not Needed",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE","HIDE",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE","HIDE",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE","Not Needed",null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE",null,null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE","Not Needed"]
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["TIME","DESIGN STORM",null,null,"EXISTING CONDITIONS",null,null,null,null,null,null,null,null,"PROJECT CONDITIONS ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bioretention (No Underdrain No Liner)",null,null,null,null,null,null,null,null,null,null,null,null,null,"RAINWATER HARVESTING",null,null,null,null,null,null,null,null,null,null,null,null,null,"INFILTRATION TRENCH",null,null,null,null,null,null,null,null,null,null,"DRY WELL",null,null,null,null,null,null,null,null,null,null,"PERMEABLE PAVEMENT (NO UNDERDRAIN)",null,null,null,null,null,null,null,null,null,null,"Bioretention/FTP (Underdrain No Liner)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bioretention/FTP (Underdrain Liner)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"VEGETATED ROOF",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PERMEABLE PAVEMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,"DETENTION VAULT"]
[null,"CAP 1-yr 24 hr",null,null,"Pervious",null,null,null,"Impervious",null,null,null,null,"Pervious",null,null,null,null,null,"Impervious",null,null,null,"Totals",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Not Needed",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE","HIDE",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE","HIDE",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE","Not Needed",null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE",null,null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE","Not Needed"]
["Time","Intensity","Incremental Depth","Accum. Depth","Accumulated Runoff","Incr. Runoff","Accumulated Runoff","Incr. Runoff","Accumulated Runoff","Incr. Runoff","Total Inst. Runoff","Inst. Flow","Design Flow","Accumulated Runoff","Incr. Runoff","Accumulated Runoff","Incr. Runoff","Inst. Flow","Design Flow","Accumulated Runoff","Incr. Runoff","Inst. Flow","Design Flow","Total Incr. Runoff","Total Inst. Flow","Total Design Flow","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Ponding Depth","Ponding Volume","Ending Ponding Volume","Media Storage Volume","Incr. Overflow Volume","Incr. Infiltration Volume","Incr. Reuse Volume","Incr. Discharge Volume","Ending Media Storage Volume","Detained Outflow","Overflow","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Accum. Volume","Incr. Overflow Volume","Incr. Infiltration Volume","Incr. Reuse Volume","Incr. Discharge Volume","Ending Volume","Detained Outflow","Overflow","Approx. Water Depth","Orifice Flowrate Capacity","Discharge Volume Check","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Accum. Volume","Incr. Overflow Volume","Incr. Infiltration Volume","Incr. Reuse Volume","Incr. Discharge Volume","Ending Volume","Detained Outflow","Overflow","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Accum. Volume","Incr. Overflow Volume","Incr. Infiltration Volume","Incr. Reuse Volume","Incr. Discharge Volume","Ending Volume","Detained Outflow","Overflow","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Accum. Volume","Incr. Overflow Volume","Incr. Infiltration Volume","Incr. Reuse Volume","Incr. Discharge Volume","Ending Volume","Detained Outflow","Overflow","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Ponding Depth","Ponding Volume","Ending Ponding Volume","Media Storage Volume","Incr. Overflow Volume","Incr. E/T Volume","Incr. Discharge Volume","Incr. Reuse Volume","Incr. Infiltration Volume","Ending Media Storage Volume","Detained Outflow","Overflow","Appr. Depth above UD ","Discharge Capacity ","Discharge Volume ","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Ponding Depth","Ponding Volume","Ending Ponding Volume","Media Storage Volume","Incr. Overflow Volume","Incr. E/T Volume","Incr. Discharge Volume","Incr. Reuse Volume","Incr. Infiltration Volume","Ending Media Storage Volume","Detained Outflow","Overflow","Appr. Depth above UD ","Discharge Capacity ","Discharge Volume ","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Ponding Depth","Ponding Volume","Ending Ponding Volume","Media Storage Volume","Incr. Overflow Volume","Incr. E/T Volume","Incr. Reuse Volume","Incr. Discharge Volume","Ending Media Storage Volume","Detained Outflow","Overflow","Approx. Water Depth","Filter Rate Capacity","Discharge Volume Check","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Accum. Volume","Incr. Overflow Volume","Incr. Discharge Volume","Incr. Reuse Volume","Incr. Infiltration Volume","Ending Volume","Detained Outflow","Overflow","Approx. Water Depth","Orifice Flowrate Capacity","Discharge Volume","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Accum. Volume","Incr. Overflow Volume","Incr. Infiltration Volume","Incr. Reuse Volume","Incr. Discharge Volume","Ending Volume","Detained Outflow","Overflow","Approx. Water Depth","Orifice Flowrate Capacity","Discharge Volume Check","Perv. Flow to CSS","Imp.  Flow to CSS","Flow to CSS","Total"]
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HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY17))+EZ17+EY17, 0)),0)","v":0},{"$f":"FA17*B$6+FG16","v":0},0,0,0,{"$f":"IF(FK17*$B$6<=FB17-FC17-FD17-FE17, FK17*$B$6,FB17-FC17-FD17-FE17)","v":0},0,{"$f":"FF17/$B$6","v":0},{"$f":"FC17/$B$6","v":0},0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ17)^0.5","v":0},{"$f":"FK17*$B$6","v":0},0,0,{"$f":"FN17+FM17","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU17)), 0)","v":0},{"$f":"FP17+'1-yr SBUH'!FP17","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:10:00",5.4100000000000002E-2,{"$f":"B18*5/60","v":4.5083333333333338E-3},{"$f":"SUM(C$16:C18)","v":9.0000000000000011E-3},9.0000000000000011E-3,{"$f":"E18-E17","v":4.5083333333333338E-3},9.0000000000000011E-3,{"$f":"G18-G17","v":4.5083333333333338E-3},9.0000000000000011E-3,{"$f":"I18-I17","v":4.5083333333333338E-3},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$f":"M17+$F$10*(L18+L17-2*M17)","v":{"$error":"#DIV/0!"}},9.0000000000000011E-3,{"$f":"N18-N17","v":4.5083333333333338E-3},9.0000000000000011E-3,{"$f":"P18-P17","v":4.5083333333333338E-3},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0,{"$f":"T18-T17","v":0},0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB18+AA18, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY18))+AB18+AA18, 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0)),0)","v":0},{"$f":"BE18*$B$5*60+BK17","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO18+BN18, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY18))+BO18+BN18, 0)),0)","v":0},{"$f":"BP18*$B$5*60+BV17","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ18+BY18, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY18))+BZ18+BY18, 0)),0)","v":0},{"$f":"CA18*$B$5*60+CG17","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK18+CJ18, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY18))+CK18+CJ18, 0)),0)","v":0},0,0,{"$f":"CN18-CQ18","v":0},0,0,0,0,0,0,{"$f":"CP18-SUM(CR18:CU18)","v":0},{"$f":"CS18/$B$6","v":0},{"$f":"CQ18/$B$6","v":0},{"$f":"IF(AND($CO$5>0, CP18>=$CT$9), $CT$6+$CT$5+CM18, IF(AND($CO$5>0,CP18>CO$11),(CP18-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP18<$CT$9,0.66*$CR$8*(2*32.17*CY18*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM18+(CY18-CM18)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY18>0,(CY18/IF(CY18>$CT$6+$CT$5,$CT$6+$CT$5,CY18)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY18>0,(CY18/IF(CY18>$CT$6+$CT$5,$CT$6+$CT$5,CY18)),0)*CO$5/12/3600, IF(CP18<$CT$9,0.66*$CR$8*(2*32.17*CY18*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM18+(CY18-CM18)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC18+DB18, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY18))+DC18+DB18, 0)),0)","v":0},0,0,{"$f":"DF18-DI18","v":0},0,0,0,0,0,0,{"$f":"DH18-SUM(DJ18:DM18)","v":0},{"$f":"DK18/$B$6","v":0},{"$f":"DI18/$B$6","v":0},{"$f":"IF(AND($DG$5>0, DH18>=$DL$9), $DL$5+$DL$6+DE18, IF(AND(DG$5>0,DH18>DG$11),(DH18-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH18<$DL$9,0.66*DJ$8*(2*32.17*DQ18*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE18+(DQ18-DE18)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ18>0, (DQ18/IF(DQ18>$DL$6+$DL$5,$DL$6+$DL$5, DQ18)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ18>0, (DQ18/IF(DQ18>$DL$6+$DL$5,$DL$6+$DL$5, DQ18)), 0)*DG$5/12/3600, IF(DH18<$DL$9,0.66*DJ$8*(2*32.17*DQ18*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE18+(DQ18-DE18)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU18+DT18, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY18))+DU18+DT18, 0)),0)","v":0},0,0,{"$f":"DX18-EA18","v":0},0,0,0,0,{"$f":"IF(EI18*$B$6<=DZ18-EB18-EC18, EI18*$B$6,DZ18-EB18-EC18)","v":0},{"$f":"DZ18-SUM(EB18:ED18)","v":0},0,{"$f":"EA18/$B$6","v":0},{"$f":"IF(DX$5>0,(DZ18-SUM(EB18:EC18))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH18>0,EH18/IF(EH18>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH18))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL18+EK18, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY18))+EL18+EK18, 0)),0)","v":0},{"$f":"EM18*$B$5*60+ES17","v":0},0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN18-EO18>EO$11),(EN18-EO18-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV18*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ18+EY18, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY18))+EZ18+EY18, 0)),0)","v":0},0,0,0,0,{"$f":"IF(FK18*$B$6<=FB18-FC18-FD18-FE18, FK18*$B$6,FB18-FC18-FD18-FE18)","v":0},0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ18)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU18)), 0)","v":0},{"$f":"FP18+'1-yr SBUH'!FP18","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:15:00",5.4300000000000001E-2,4.5250000000000004E-3,{"$f":"SUM(C$16:C19)","v":1.3525000000000002E-2},1.3525000000000002E-2,4.5250000000000012E-3,1.3525000000000002E-2,4.5250000000000012E-3,1.3525000000000002E-2,4.5250000000000012E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.3525000000000002E-2,4.5250000000000012E-3,1.3525000000000002E-2,4.5250000000000012E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB19+AA19, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+AB19+AA19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP19+AO19, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+AP19+AO19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ19>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ19-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD19+BC19, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+BD19+BC19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO19+BN19, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+BO19+BN19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ19+BY19, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+BZ19+BY19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK19+CJ19, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+CK19+CJ19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP19>=$CT$9), $CT$6+$CT$5+CM19, IF(AND($CO$5>0,CP19>CO$11),(CP19-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP19<$CT$9,0.66*$CR$8*(2*32.17*CY19*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM19+(CY19-CM19)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY19>0,(CY19/IF(CY19>$CT$6+$CT$5,$CT$6+$CT$5,CY19)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY19>0,(CY19/IF(CY19>$CT$6+$CT$5,$CT$6+$CT$5,CY19)),0)*CO$5/12/3600, IF(CP19<$CT$9,0.66*$CR$8*(2*32.17*CY19*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM19+(CY19-CM19)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC19+DB19, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+DC19+DB19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH19>=$DL$9), $DL$5+$DL$6+DE19, IF(AND(DG$5>0,DH19>DG$11),(DH19-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH19<$DL$9,0.66*DJ$8*(2*32.17*DQ19*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE19+(DQ19-DE19)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ19>0, (DQ19/IF(DQ19>$DL$6+$DL$5,$DL$6+$DL$5, DQ19)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ19>0, (DQ19/IF(DQ19>$DL$6+$DL$5,$DL$6+$DL$5, DQ19)), 0)*DG$5/12/3600, IF(DH19<$DL$9,0.66*DJ$8*(2*32.17*DQ19*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE19+(DQ19-DE19)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU19+DT19, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+DU19+DT19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ19-SUM(EB19:EC19))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH19>0,EH19/IF(EH19>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH19))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL19+EK19, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+EL19+EK19, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN19-EO19>EO$11),(EN19-EO19-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV19*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ19+EY19, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+EZ19+EY19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ19)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU19)), 0)","v":0},{"$f":"FP19+'1-yr SBUH'!FP19","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:20:00",5.45E-2,4.5416666666666669E-3,{"$f":"SUM(C$16:C20)","v":1.8066666666666668E-2},1.8066666666666668E-2,4.5416666666666661E-3,1.8066666666666668E-2,4.5416666666666661E-3,1.8066666666666668E-2,4.5416666666666661E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.8066666666666668E-2,4.5416666666666661E-3,1.8066666666666668E-2,4.5416666666666661E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB20+AA20, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+AB20+AA20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP20+AO20, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+AP20+AO20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ20>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ20-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD20+BC20, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+BD20+BC20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO20+BN20, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+BO20+BN20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ20+BY20, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+BZ20+BY20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK20+CJ20, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+CK20+CJ20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP20>=$CT$9), $CT$6+$CT$5+CM20, IF(AND($CO$5>0,CP20>CO$11),(CP20-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP20<$CT$9,0.66*$CR$8*(2*32.17*CY20*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM20+(CY20-CM20)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY20>0,(CY20/IF(CY20>$CT$6+$CT$5,$CT$6+$CT$5,CY20)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY20>0,(CY20/IF(CY20>$CT$6+$CT$5,$CT$6+$CT$5,CY20)),0)*CO$5/12/3600, IF(CP20<$CT$9,0.66*$CR$8*(2*32.17*CY20*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM20+(CY20-CM20)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC20+DB20, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+DC20+DB20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH20>=$DL$9), $DL$5+$DL$6+DE20, IF(AND(DG$5>0,DH20>DG$11),(DH20-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH20<$DL$9,0.66*DJ$8*(2*32.17*DQ20*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE20+(DQ20-DE20)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ20>0, (DQ20/IF(DQ20>$DL$6+$DL$5,$DL$6+$DL$5, DQ20)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ20>0, (DQ20/IF(DQ20>$DL$6+$DL$5,$DL$6+$DL$5, DQ20)), 0)*DG$5/12/3600, IF(DH20<$DL$9,0.66*DJ$8*(2*32.17*DQ20*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE20+(DQ20-DE20)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU20+DT20, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+DU20+DT20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ20-SUM(EB20:EC20))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH20>0,EH20/IF(EH20>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH20))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL20+EK20, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+EL20+EK20, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN20-EO20>EO$11),(EN20-EO20-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV20*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ20+EY20, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+EZ20+EY20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ20)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU20)), 0)","v":0},{"$f":"FP20+'1-yr SBUH'!FP20","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:25:00",5.4699999999999999E-2,4.5583333333333326E-3,{"$f":"SUM(C$16:C21)","v":2.2624999999999999E-2},2.2624999999999999E-2,4.5583333333333309E-3,2.2624999999999999E-2,4.5583333333333309E-3,2.2624999999999999E-2,4.5583333333333309E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.2624999999999999E-2,4.5583333333333309E-3,2.2624999999999999E-2,4.5583333333333309E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB21+AA21, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+AB21+AA21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP21+AO21, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+AP21+AO21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ21>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ21-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD21+BC21, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+BD21+BC21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO21+BN21, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+BO21+BN21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ21+BY21, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+BZ21+BY21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK21+CJ21, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+CK21+CJ21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP21>=$CT$9), $CT$6+$CT$5+CM21, IF(AND($CO$5>0,CP21>CO$11),(CP21-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP21<$CT$9,0.66*$CR$8*(2*32.17*CY21*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM21+(CY21-CM21)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY21>0,(CY21/IF(CY21>$CT$6+$CT$5,$CT$6+$CT$5,CY21)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY21>0,(CY21/IF(CY21>$CT$6+$CT$5,$CT$6+$CT$5,CY21)),0)*CO$5/12/3600, IF(CP21<$CT$9,0.66*$CR$8*(2*32.17*CY21*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM21+(CY21-CM21)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC21+DB21, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+DC21+DB21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH21>=$DL$9), $DL$5+$DL$6+DE21, IF(AND(DG$5>0,DH21>DG$11),(DH21-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH21<$DL$9,0.66*DJ$8*(2*32.17*DQ21*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE21+(DQ21-DE21)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ21>0, (DQ21/IF(DQ21>$DL$6+$DL$5,$DL$6+$DL$5, DQ21)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ21>0, (DQ21/IF(DQ21>$DL$6+$DL$5,$DL$6+$DL$5, DQ21)), 0)*DG$5/12/3600, IF(DH21<$DL$9,0.66*DJ$8*(2*32.17*DQ21*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE21+(DQ21-DE21)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU21+DT21, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+DU21+DT21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ21-SUM(EB21:EC21))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH21>0,EH21/IF(EH21>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH21))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL21+EK21, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+EL21+EK21, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN21-EO21>EO$11),(EN21-EO21-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV21*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ21+EY21, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+EZ21+EY21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ21)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU21)), 0)","v":0},{"$f":"FP21+'1-yr SBUH'!FP21","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:30:00",5.4899999999999997E-2,4.5749999999999992E-3,{"$f":"SUM(C$16:C22)","v":2.7199999999999998E-2},2.7199999999999998E-2,4.5749999999999992E-3,2.7199999999999998E-2,4.5749999999999992E-3,2.7199999999999998E-2,4.5749999999999992E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.7199999999999998E-2,4.5749999999999992E-3,2.7199999999999998E-2,4.5749999999999992E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB22+AA22, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+AB22+AA22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP22+AO22, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+AP22+AO22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ22>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ22-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD22+BC22, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+BD22+BC22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO22+BN22, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+BO22+BN22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ22+BY22, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+BZ22+BY22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK22+CJ22, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+CK22+CJ22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP22>=$CT$9), $CT$6+$CT$5+CM22, IF(AND($CO$5>0,CP22>CO$11),(CP22-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP22<$CT$9,0.66*$CR$8*(2*32.17*CY22*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM22+(CY22-CM22)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY22>0,(CY22/IF(CY22>$CT$6+$CT$5,$CT$6+$CT$5,CY22)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY22>0,(CY22/IF(CY22>$CT$6+$CT$5,$CT$6+$CT$5,CY22)),0)*CO$5/12/3600, IF(CP22<$CT$9,0.66*$CR$8*(2*32.17*CY22*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM22+(CY22-CM22)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC22+DB22, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+DC22+DB22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH22>=$DL$9), $DL$5+$DL$6+DE22, IF(AND(DG$5>0,DH22>DG$11),(DH22-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH22<$DL$9,0.66*DJ$8*(2*32.17*DQ22*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE22+(DQ22-DE22)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ22>0, (DQ22/IF(DQ22>$DL$6+$DL$5,$DL$6+$DL$5, DQ22)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ22>0, (DQ22/IF(DQ22>$DL$6+$DL$5,$DL$6+$DL$5, DQ22)), 0)*DG$5/12/3600, IF(DH22<$DL$9,0.66*DJ$8*(2*32.17*DQ22*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE22+(DQ22-DE22)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU22+DT22, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+DU22+DT22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ22-SUM(EB22:EC22))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH22>0,EH22/IF(EH22>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH22))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL22+EK22, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+EL22+EK22, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN22-EO22>EO$11),(EN22-EO22-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV22*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ22+EY22, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+EZ22+EY22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ22)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU22)), 0)","v":0},{"$f":"FP22+'1-yr SBUH'!FP22","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:35:00",5.5100000000000003E-2,4.5916666666666666E-3,{"$f":"SUM(C$16:C23)","v":3.1791666666666663E-2},3.1791666666666663E-2,4.591666666666664E-3,3.1791666666666663E-2,4.591666666666664E-3,3.1791666666666663E-2,4.591666666666664E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},3.1791666666666663E-2,4.591666666666664E-3,3.1791666666666663E-2,4.591666666666664E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB23+AA23, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+AB23+AA23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP23+AO23, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+AP23+AO23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ23>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ23-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD23+BC23, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+BD23+BC23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO23+BN23, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+BO23+BN23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ23+BY23, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+BZ23+BY23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK23+CJ23, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+CK23+CJ23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP23>=$CT$9), $CT$6+$CT$5+CM23, IF(AND($CO$5>0,CP23>CO$11),(CP23-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP23<$CT$9,0.66*$CR$8*(2*32.17*CY23*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM23+(CY23-CM23)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY23>0,(CY23/IF(CY23>$CT$6+$CT$5,$CT$6+$CT$5,CY23)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY23>0,(CY23/IF(CY23>$CT$6+$CT$5,$CT$6+$CT$5,CY23)),0)*CO$5/12/3600, IF(CP23<$CT$9,0.66*$CR$8*(2*32.17*CY23*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM23+(CY23-CM23)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC23+DB23, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+DC23+DB23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH23>=$DL$9), $DL$5+$DL$6+DE23, IF(AND(DG$5>0,DH23>DG$11),(DH23-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH23<$DL$9,0.66*DJ$8*(2*32.17*DQ23*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE23+(DQ23-DE23)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ23>0, (DQ23/IF(DQ23>$DL$6+$DL$5,$DL$6+$DL$5, DQ23)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ23>0, (DQ23/IF(DQ23>$DL$6+$DL$5,$DL$6+$DL$5, DQ23)), 0)*DG$5/12/3600, IF(DH23<$DL$9,0.66*DJ$8*(2*32.17*DQ23*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE23+(DQ23-DE23)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU23+DT23, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+DU23+DT23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ23-SUM(EB23:EC23))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH23>0,EH23/IF(EH23>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH23))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL23+EK23, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+EL23+EK23, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN23-EO23>EO$11),(EN23-EO23-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV23*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ23+EY23, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+EZ23+EY23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ23)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU23)), 0)","v":0},{"$f":"FP23+'1-yr SBUH'!FP23","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:40:00",5.5300000000000002E-2,4.6083333333333341E-3,{"$f":"SUM(C$16:C24)","v":3.6399999999999995E-2},3.6399999999999995E-2,4.6083333333333323E-3,3.6399999999999995E-2,4.6083333333333323E-3,3.6399999999999995E-2,4.6083333333333323E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},3.6399999999999995E-2,4.6083333333333323E-3,3.6399999999999995E-2,4.6083333333333323E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB24+AA24, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+AB24+AA24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP24+AO24, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+AP24+AO24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ24>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ24-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD24+BC24, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+BD24+BC24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO24+BN24, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+BO24+BN24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ24+BY24, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+BZ24+BY24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK24+CJ24, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+CK24+CJ24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP24>=$CT$9), $CT$6+$CT$5+CM24, IF(AND($CO$5>0,CP24>CO$11),(CP24-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP24<$CT$9,0.66*$CR$8*(2*32.17*CY24*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM24+(CY24-CM24)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY24>0,(CY24/IF(CY24>$CT$6+$CT$5,$CT$6+$CT$5,CY24)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY24>0,(CY24/IF(CY24>$CT$6+$CT$5,$CT$6+$CT$5,CY24)),0)*CO$5/12/3600, IF(CP24<$CT$9,0.66*$CR$8*(2*32.17*CY24*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM24+(CY24-CM24)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC24+DB24, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+DC24+DB24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH24>=$DL$9), $DL$5+$DL$6+DE24, IF(AND(DG$5>0,DH24>DG$11),(DH24-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH24<$DL$9,0.66*DJ$8*(2*32.17*DQ24*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE24+(DQ24-DE24)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ24>0, (DQ24/IF(DQ24>$DL$6+$DL$5,$DL$6+$DL$5, DQ24)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ24>0, (DQ24/IF(DQ24>$DL$6+$DL$5,$DL$6+$DL$5, DQ24)), 0)*DG$5/12/3600, IF(DH24<$DL$9,0.66*DJ$8*(2*32.17*DQ24*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE24+(DQ24-DE24)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU24+DT24, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+DU24+DT24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ24-SUM(EB24:EC24))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH24>0,EH24/IF(EH24>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH24))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL24+EK24, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+EL24+EK24, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN24-EO24>EO$11),(EN24-EO24-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV24*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ24+EY24, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+EZ24+EY24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ24)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU24)), 0)","v":0},{"$f":"FP24+'1-yr SBUH'!FP24","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+AP25+AO25, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ25>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ25-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD25+BC25, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+BD25+BC25, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO25+BN25, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+BO25+BN25, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ25+BY25, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+BZ25+BY25, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK25+CJ25, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+CK25+CJ25, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP25>=$CT$9), $CT$6+$CT$5+CM25, IF(AND($CO$5>0,CP25>CO$11),(CP25-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP25<$CT$9,0.66*$CR$8*(2*32.17*CY25*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM25+(CY25-CM25)*0.35))^0.5)> 'CSS BMP 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(DQ25/IF(DQ25>$DL$6+$DL$5,$DL$6+$DL$5, DQ25)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ25>0, (DQ25/IF(DQ25>$DL$6+$DL$5,$DL$6+$DL$5, DQ25)), 0)*DG$5/12/3600, IF(DH25<$DL$9,0.66*DJ$8*(2*32.17*DQ25*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE25+(DQ25-DE25)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU25+DT25, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+DU25+DT25, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ25-SUM(EB25:EC25))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH25>0,EH25/IF(EH25>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH25))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL25+EK25, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+EL25+EK25, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN25-EO25>EO$11),(EN25-EO25-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV25*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ25+EY25, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+EZ25+EY25, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ25)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU25)), 0)","v":0},{"$f":"FP25+'1-yr SBUH'!FP25","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:50:00",5.57E-2,4.6416666666666663E-3,{"$f":"SUM(C$16:C26)","v":4.5666666666666661E-2},4.5666666666666661E-2,4.6416666666666689E-3,4.5666666666666661E-2,4.6416666666666689E-3,4.5666666666666661E-2,4.6416666666666689E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},4.5666666666666661E-2,4.6416666666666689E-3,4.5666666666666661E-2,4.6416666666666689E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.1260028382140629E-4,1.1238713314552334E-4,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB26+AA26, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+AB26+AA26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP26+AO26, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+AP26+AO26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ26>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ26-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD26+BC26, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+BD26+BC26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO26+BN26, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+BO26+BN26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ26+BY26, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+BZ26+BY26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK26+CJ26, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+CK26+CJ26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP26>=$CT$9), $CT$6+$CT$5+CM26, IF(AND($CO$5>0,CP26>CO$11),(CP26-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP26<$CT$9,0.66*$CR$8*(2*32.17*CY26*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM26+(CY26-CM26)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY26>0,(CY26/IF(CY26>$CT$6+$CT$5,$CT$6+$CT$5,CY26)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY26>0,(CY26/IF(CY26>$CT$6+$CT$5,$CT$6+$CT$5,CY26)),0)*CO$5/12/3600, IF(CP26<$CT$9,0.66*$CR$8*(2*32.17*CY26*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM26+(CY26-CM26)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC26+DB26, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+DC26+DB26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH26>=$DL$9), $DL$5+$DL$6+DE26, IF(AND(DG$5>0,DH26>DG$11),(DH26-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH26<$DL$9,0.66*DJ$8*(2*32.17*DQ26*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE26+(DQ26-DE26)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ26>0, (DQ26/IF(DQ26>$DL$6+$DL$5,$DL$6+$DL$5, DQ26)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ26>0, (DQ26/IF(DQ26>$DL$6+$DL$5,$DL$6+$DL$5, DQ26)), 0)*DG$5/12/3600, IF(DH26<$DL$9,0.66*DJ$8*(2*32.17*DQ26*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE26+(DQ26-DE26)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU26+DT26, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+DU26+DT26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ26-SUM(EB26:EC26))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH26>0,EH26/IF(EH26>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH26))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL26+EK26, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+EL26+EK26, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN26-EO26>EO$11),(EN26-EO26-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV26*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ26+EY26, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+EZ26+EY26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ26)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU26)), 0)","v":0},{"$f":"FP26+'1-yr SBUH'!FP26","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:55:00",5.6000000000000001E-2,4.6666666666666671E-3,{"$f":"SUM(C$16:C27)","v":5.0333333333333327E-2},5.033333333333332E-2,4.6666666666666592E-3,5.033333333333332E-2,4.6666666666666592E-3,5.033333333333332E-2,4.6666666666666592E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},5.033333333333332E-2,4.6666666666666592E-3,5.033333333333332E-2,4.6666666666666592E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},4.2403555899891401E-4,3.1143527517750772E-4,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB27+AA27, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+AB27+AA27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP27+AO27, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+AP27+AO27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ27>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ27-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD27+BC27, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+BD27+BC27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO27+BN27, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+BO27+BN27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ27+BY27, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+BZ27+BY27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK27+CJ27, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+CK27+CJ27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP27>=$CT$9), $CT$6+$CT$5+CM27, IF(AND($CO$5>0,CP27>CO$11),(CP27-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP27<$CT$9,0.66*$CR$8*(2*32.17*CY27*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM27+(CY27-CM27)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY27>0,(CY27/IF(CY27>$CT$6+$CT$5,$CT$6+$CT$5,CY27)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY27>0,(CY27/IF(CY27>$CT$6+$CT$5,$CT$6+$CT$5,CY27)),0)*CO$5/12/3600, IF(CP27<$CT$9,0.66*$CR$8*(2*32.17*CY27*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM27+(CY27-CM27)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC27+DB27, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+DC27+DB27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH27>=$DL$9), $DL$5+$DL$6+DE27, IF(AND(DG$5>0,DH27>DG$11),(DH27-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH27<$DL$9,0.66*DJ$8*(2*32.17*DQ27*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE27+(DQ27-DE27)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ27>0, (DQ27/IF(DQ27>$DL$6+$DL$5,$DL$6+$DL$5, DQ27)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ27>0, (DQ27/IF(DQ27>$DL$6+$DL$5,$DL$6+$DL$5, DQ27)), 0)*DG$5/12/3600, IF(DH27<$DL$9,0.66*DJ$8*(2*32.17*DQ27*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE27+(DQ27-DE27)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU27+DT27, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+DU27+DT27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ27-SUM(EB27:EC27))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH27>0,EH27/IF(EH27>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH27))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL27+EK27, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+EL27+EK27, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN27-EO27>EO$11),(EN27-EO27-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV27*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ27+EY27, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+EZ27+EY27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ27)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU27)), 0)","v":0},{"$f":"FP27+'1-yr SBUH'!FP27","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:00:00",5.62E-2,4.6833333333333336E-3,{"$f":"SUM(C$16:C28)","v":5.5016666666666658E-2},5.5016666666666658E-2,4.683333333333338E-3,5.5016666666666658E-2,4.683333333333338E-3,5.5016666666666658E-2,4.683333333333338E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},5.5016666666666658E-2,4.683333333333338E-3,5.5016666666666658E-2,4.683333333333338E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},9.2380354365980929E-4,4.9976798466089527E-4,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB28+AA28, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+AB28+AA28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP28+AO28, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+AP28+AO28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ28>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ28-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD28+BC28, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+BD28+BC28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO28+BN28, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+BO28+BN28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ28+BY28, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+BZ28+BY28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK28+CJ28, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+CK28+CJ28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP28>=$CT$9), $CT$6+$CT$5+CM28, IF(AND($CO$5>0,CP28>CO$11),(CP28-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP28<$CT$9,0.66*$CR$8*(2*32.17*CY28*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM28+(CY28-CM28)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY28>0,(CY28/IF(CY28>$CT$6+$CT$5,$CT$6+$CT$5,CY28)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY28>0,(CY28/IF(CY28>$CT$6+$CT$5,$CT$6+$CT$5,CY28)),0)*CO$5/12/3600, IF(CP28<$CT$9,0.66*$CR$8*(2*32.17*CY28*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM28+(CY28-CM28)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC28+DB28, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+DC28+DB28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH28>=$DL$9), $DL$5+$DL$6+DE28, IF(AND(DG$5>0,DH28>DG$11),(DH28-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH28<$DL$9,0.66*DJ$8*(2*32.17*DQ28*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE28+(DQ28-DE28)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ28>0, (DQ28/IF(DQ28>$DL$6+$DL$5,$DL$6+$DL$5, DQ28)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ28>0, (DQ28/IF(DQ28>$DL$6+$DL$5,$DL$6+$DL$5, DQ28)), 0)*DG$5/12/3600, IF(DH28<$DL$9,0.66*DJ$8*(2*32.17*DQ28*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE28+(DQ28-DE28)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU28+DT28, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+DU28+DT28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ28-SUM(EB28:EC28))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH28>0,EH28/IF(EH28>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH28))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL28+EK28, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+EL28+EK28, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN28-EO28>EO$11),(EN28-EO28-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV28*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ28+EY28, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+EZ28+EY28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ28)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU28)), 0)","v":0},{"$f":"FP28+'1-yr SBUH'!FP28","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:05:00",5.6399999999999999E-2,4.6999999999999993E-3,{"$f":"SUM(C$16:C29)","v":5.9716666666666654E-2},5.9716666666666654E-2,4.6999999999999958E-3,5.9716666666666654E-2,4.6999999999999958E-3,5.9716666666666654E-2,4.6999999999999958E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},5.9716666666666654E-2,4.6999999999999958E-3,5.9716666666666654E-2,4.6999999999999958E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.6020257278663199E-3,6.7822218420651064E-4,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB29+AA29, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+AB29+AA29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP29+AO29, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+AP29+AO29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ29>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ29-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD29+BC29, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+BD29+BC29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO29+BN29, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+BO29+BN29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ29+BY29, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+BZ29+BY29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK29+CJ29, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+CK29+CJ29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP29>=$CT$9), $CT$6+$CT$5+CM29, IF(AND($CO$5>0,CP29>CO$11),(CP29-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP29<$CT$9,0.66*$CR$8*(2*32.17*CY29*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM29+(CY29-CM29)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY29>0,(CY29/IF(CY29>$CT$6+$CT$5,$CT$6+$CT$5,CY29)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY29>0,(CY29/IF(CY29>$CT$6+$CT$5,$CT$6+$CT$5,CY29)),0)*CO$5/12/3600, IF(CP29<$CT$9,0.66*$CR$8*(2*32.17*CY29*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM29+(CY29-CM29)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC29+DB29, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+DC29+DB29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH29>=$DL$9), $DL$5+$DL$6+DE29, IF(AND(DG$5>0,DH29>DG$11),(DH29-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH29<$DL$9,0.66*DJ$8*(2*32.17*DQ29*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE29+(DQ29-DE29)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ29>0, (DQ29/IF(DQ29>$DL$6+$DL$5,$DL$6+$DL$5, DQ29)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ29>0, (DQ29/IF(DQ29>$DL$6+$DL$5,$DL$6+$DL$5, DQ29)), 0)*DG$5/12/3600, IF(DH29<$DL$9,0.66*DJ$8*(2*32.17*DQ29*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE29+(DQ29-DE29)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU29+DT29, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+DU29+DT29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ29-SUM(EB29:EC29))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH29>0,EH29/IF(EH29>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH29))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL29+EK29, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+EL29+EK29, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN29-EO29>EO$11),(EN29-EO29-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV29*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ29+EY29, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+EZ29+EY29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ29)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU29)), 0)","v":0},{"$f":"FP29+'1-yr SBUH'!FP29","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:10:00",5.6599999999999998E-2,4.7166666666666659E-3,{"$f":"SUM(C$16:C30)","v":6.4433333333333315E-2},6.4433333333333315E-2,4.7166666666666607E-3,6.4433333333333315E-2,4.7166666666666607E-3,6.4433333333333315E-2,4.7166666666666607E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},6.4433333333333315E-2,4.7166666666666607E-3,6.4433333333333315E-2,4.7166666666666607E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.4495667240387251E-3,8.4754099617240512E-4,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB30+AA30, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+AB30+AA30, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP30+AO30, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+AP30+AO30, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ30>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ30-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD30+BC30, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+BD30+BC30, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO30+BN30, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+BO30+BN30, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ30+BY30, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+BZ30+BY30, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK30+CJ30, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+CK30+CJ30, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP30>=$CT$9), $CT$6+$CT$5+CM30, IF(AND($CO$5>0,CP30>CO$11),(CP30-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP30<$CT$9,0.66*$CR$8*(2*32.17*CY30*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM30+(CY30-CM30)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY30>0,(CY30/IF(CY30>$CT$6+$CT$5,$CT$6+$CT$5,CY30)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY30>0,(CY30/IF(CY30>$CT$6+$CT$5,$CT$6+$CT$5,CY30)),0)*CO$5/12/3600, IF(CP30<$CT$9,0.66*$CR$8*(2*32.17*CY30*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM30+(CY30-CM30)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC30+DB30, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+DC30+DB30, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH30>=$DL$9), $DL$5+$DL$6+DE30, IF(AND(DG$5>0,DH30>DG$11),(DH30-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH30<$DL$9,0.66*DJ$8*(2*32.17*DQ30*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE30+(DQ30-DE30)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ30>0, (DQ30/IF(DQ30>$DL$6+$DL$5,$DL$6+$DL$5, DQ30)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ30>0, (DQ30/IF(DQ30>$DL$6+$DL$5,$DL$6+$DL$5, DQ30)), 0)*DG$5/12/3600, IF(DH30<$DL$9,0.66*DJ$8*(2*32.17*DQ30*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE30+(DQ30-DE30)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU30+DT30, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+DU30+DT30, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ30-SUM(EB30:EC30))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH30>0,EH30/IF(EH30>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH30))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL30+EK30, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+EL30+EK30, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN30-EO30>EO$11),(EN30-EO30-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV30*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ30+EY30, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+EZ30+EY30, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ30)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU30)), 0)","v":0},{"$f":"FP30+'1-yr SBUH'!FP30","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:15:00",5.6800000000000003E-2,4.7333333333333342E-3,{"$f":"SUM(C$16:C31)","v":6.9166666666666654E-2},6.9166666666666654E-2,4.7333333333333394E-3,6.9166666666666654E-2,4.7333333333333394E-3,6.9166666666666654E-2,4.7333333333333394E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},6.9166666666666654E-2,4.7333333333333394E-3,6.9166666666666654E-2,4.7333333333333394E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},3.4579656842615675E-3,1.0083989602228424E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB31+AA31, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+AB31+AA31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP31+AO31, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+AP31+AO31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ31>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ31-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD31+BC31, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+BD31+BC31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO31+BN31, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+BO31+BN31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ31+BY31, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+BZ31+BY31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK31+CJ31, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+CK31+CJ31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP31>=$CT$9), $CT$6+$CT$5+CM31, IF(AND($CO$5>0,CP31>CO$11),(CP31-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP31<$CT$9,0.66*$CR$8*(2*32.17*CY31*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM31+(CY31-CM31)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY31>0,(CY31/IF(CY31>$CT$6+$CT$5,$CT$6+$CT$5,CY31)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY31>0,(CY31/IF(CY31>$CT$6+$CT$5,$CT$6+$CT$5,CY31)),0)*CO$5/12/3600, IF(CP31<$CT$9,0.66*$CR$8*(2*32.17*CY31*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM31+(CY31-CM31)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC31+DB31, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+DC31+DB31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH31>=$DL$9), $DL$5+$DL$6+DE31, IF(AND(DG$5>0,DH31>DG$11),(DH31-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH31<$DL$9,0.66*DJ$8*(2*32.17*DQ31*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE31+(DQ31-DE31)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ31>0, (DQ31/IF(DQ31>$DL$6+$DL$5,$DL$6+$DL$5, DQ31)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ31>0, (DQ31/IF(DQ31>$DL$6+$DL$5,$DL$6+$DL$5, DQ31)), 0)*DG$5/12/3600, IF(DH31<$DL$9,0.66*DJ$8*(2*32.17*DQ31*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE31+(DQ31-DE31)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU31+DT31, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+DU31+DT31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ31-SUM(EB31:EC31))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH31>0,EH31/IF(EH31>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH31))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL31+EK31, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+EL31+EK31, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN31-EO31>EO$11),(EN31-EO31-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV31*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ31+EY31, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+EZ31+EY31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ31)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU31)), 0)","v":0},{"$f":"FP31+'1-yr SBUH'!FP31","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:20:00",5.7099999999999998E-2,4.7583333333333332E-3,{"$f":"SUM(C$16:C32)","v":7.3924999999999991E-2},7.3924999999999991E-2,4.7583333333333366E-3,7.3924999999999991E-2,4.7583333333333366E-3,7.3924999999999991E-2,4.7583333333333366E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},7.3924999999999991E-2,4.7583333333333366E-3,7.3924999999999991E-2,4.7583333333333366E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},4.6215390368299471E-3,1.1635733525683797E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB32+AA32, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY32))+AB32+AA32, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP32+AO32, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY32))+AP32+AO32, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ32>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ32-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD32+BC32, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY32))+BD32+BC32, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO32+BN32, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY32))+BO32+BN32, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ32+BY32, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY32))+BZ32+BY32, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK32+CJ32, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY32))+CK32+CJ32, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP32>=$CT$9), $CT$6+$CT$5+CM32, IF(AND($CO$5>0,CP32>CO$11),(CP32-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP32<$CT$9,0.66*$CR$8*(2*32.17*CY32*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM32+(CY32-CM32)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY32>0,(CY32/IF(CY32>$CT$6+$CT$5,$CT$6+$CT$5,CY32)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY32>0,(CY32/IF(CY32>$CT$6+$CT$5,$CT$6+$CT$5,CY32)),0)*CO$5/12/3600, IF(CP32<$CT$9,0.66*$CR$8*(2*32.17*CY32*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM32+(CY32-CM32)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC32+DB32, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY32))+DC32+DB32, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH32>=$DL$9), $DL$5+$DL$6+DE32, IF(AND(DG$5>0,DH32>DG$11),(DH32-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH32<$DL$9,0.66*DJ$8*(2*32.17*DQ32*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE32+(DQ32-DE32)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ32>0, (DQ32/IF(DQ32>$DL$6+$DL$5,$DL$6+$DL$5, DQ32)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ32>0, (DQ32/IF(DQ32>$DL$6+$DL$5,$DL$6+$DL$5, DQ32)), 0)*DG$5/12/3600, IF(DH32<$DL$9,0.66*DJ$8*(2*32.17*DQ32*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE32+(DQ32-DE32)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU32+DT32, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY32))+DU32+DT32, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ32-SUM(EB32:EC32))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH32>0,EH32/IF(EH32>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH32))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL32+EK32, IF('CSS BMP 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["01:25:00",5.7299999999999997E-2,4.7749999999999997E-3,{"$f":"SUM(C$16:C33)","v":7.8699999999999992E-2},7.8699999999999992E-2,4.7750000000000015E-3,7.8699999999999992E-2,4.7750000000000015E-3,7.8699999999999992E-2,4.7750000000000015E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},7.8699999999999992E-2,4.7750000000000015E-3,7.8699999999999992E-2,4.7750000000000015E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},5.9313160987175297E-3,1.3097770618875825E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB33+AA33, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+AB33+AA33, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP33+AO33, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+AP33+AO33, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ33>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ33-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD33+BC33, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+BD33+BC33, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO33+BN33, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+BO33+BN33, 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Sizing Calculator'!$U$45*IF(CY33>0,(CY33/IF(CY33>$CT$6+$CT$5,$CT$6+$CT$5,CY33)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY33>0,(CY33/IF(CY33>$CT$6+$CT$5,$CT$6+$CT$5,CY33)),0)*CO$5/12/3600, IF(CP33<$CT$9,0.66*$CR$8*(2*32.17*CY33*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM33+(CY33-CM33)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC33+DB33, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+DC33+DB33, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH33>=$DL$9), $DL$5+$DL$6+DE33, IF(AND(DG$5>0,DH33>DG$11),(DH33-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH33<$DL$9,0.66*DJ$8*(2*32.17*DQ33*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE33+(DQ33-DE33)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ33>0, (DQ33/IF(DQ33>$DL$6+$DL$5,$DL$6+$DL$5, DQ33)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ33>0, (DQ33/IF(DQ33>$DL$6+$DL$5,$DL$6+$DL$5, DQ33)), 0)*DG$5/12/3600, IF(DH33<$DL$9,0.66*DJ$8*(2*32.17*DQ33*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE33+(DQ33-DE33)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU33+DT33, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+DU33+DT33, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ33-SUM(EB33:EC33))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH33>0,EH33/IF(EH33>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH33))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL33+EK33, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+EL33+EK33, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN33-EO33>EO$11),(EN33-EO33-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV33*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ33+EY33, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+EZ33+EY33, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ33)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU33)), 0)","v":0},{"$f":"FP33+'1-yr SBUH'!FP33","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:30:00",5.7500000000000002E-2,4.7916666666666672E-3,{"$f":"SUM(C$16:C34)","v":8.3491666666666658E-2},8.3491666666666658E-2,4.7916666666666663E-3,8.3491666666666658E-2,4.7916666666666663E-3,8.3491666666666658E-2,4.7916666666666663E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},8.3491666666666658E-2,4.7916666666666663E-3,8.3491666666666658E-2,4.7916666666666663E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},7.3804789998148049E-3,1.4491629010972753E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB34+AA34, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+AB34+AA34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP34+AO34, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+AP34+AO34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ34>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ34-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD34+BC34, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+BD34+BC34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO34+BN34, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+BO34+BN34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ34+BY34, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+BZ34+BY34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK34+CJ34, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+CK34+CJ34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP34>=$CT$9), $CT$6+$CT$5+CM34, IF(AND($CO$5>0,CP34>CO$11),(CP34-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP34<$CT$9,0.66*$CR$8*(2*32.17*CY34*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM34+(CY34-CM34)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY34>0,(CY34/IF(CY34>$CT$6+$CT$5,$CT$6+$CT$5,CY34)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY34>0,(CY34/IF(CY34>$CT$6+$CT$5,$CT$6+$CT$5,CY34)),0)*CO$5/12/3600, IF(CP34<$CT$9,0.66*$CR$8*(2*32.17*CY34*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM34+(CY34-CM34)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC34+DB34, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+DC34+DB34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH34>=$DL$9), $DL$5+$DL$6+DE34, IF(AND(DG$5>0,DH34>DG$11),(DH34-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH34<$DL$9,0.66*DJ$8*(2*32.17*DQ34*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE34+(DQ34-DE34)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ34>0, (DQ34/IF(DQ34>$DL$6+$DL$5,$DL$6+$DL$5, DQ34)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ34>0, (DQ34/IF(DQ34>$DL$6+$DL$5,$DL$6+$DL$5, DQ34)), 0)*DG$5/12/3600, IF(DH34<$DL$9,0.66*DJ$8*(2*32.17*DQ34*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE34+(DQ34-DE34)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU34+DT34, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+DU34+DT34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ34-SUM(EB34:EC34))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH34>0,EH34/IF(EH34>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH34))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL34+EK34, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+EL34+EK34, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN34-EO34>EO$11),(EN34-EO34-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV34*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ34+EY34, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+EZ34+EY34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ34)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU34)), 0)","v":0},{"$f":"FP34+'1-yr SBUH'!FP34","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:35:00",5.7799999999999997E-2,4.8166666666666661E-3,{"$f":"SUM(C$16:C35)","v":8.8308333333333322E-2},8.8308333333333322E-2,4.8166666666666635E-3,8.8308333333333322E-2,4.8166666666666635E-3,8.8308333333333322E-2,4.8166666666666635E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},8.8308333333333322E-2,4.8166666666666635E-3,8.8308333333333322E-2,4.8166666666666635E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},8.965528801145102E-3,1.5850498013302971E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB35+AA35, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+AB35+AA35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP35+AO35, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+AP35+AO35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ35>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ35-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD35+BC35, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+BD35+BC35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO35+BN35, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+BO35+BN35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ35+BY35, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+BZ35+BY35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK35+CJ35, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+CK35+CJ35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP35>=$CT$9), $CT$6+$CT$5+CM35, IF(AND($CO$5>0,CP35>CO$11),(CP35-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP35<$CT$9,0.66*$CR$8*(2*32.17*CY35*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM35+(CY35-CM35)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY35>0,(CY35/IF(CY35>$CT$6+$CT$5,$CT$6+$CT$5,CY35)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY35>0,(CY35/IF(CY35>$CT$6+$CT$5,$CT$6+$CT$5,CY35)),0)*CO$5/12/3600, IF(CP35<$CT$9,0.66*$CR$8*(2*32.17*CY35*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM35+(CY35-CM35)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC35+DB35, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+DC35+DB35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH35>=$DL$9), $DL$5+$DL$6+DE35, IF(AND(DG$5>0,DH35>DG$11),(DH35-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH35<$DL$9,0.66*DJ$8*(2*32.17*DQ35*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE35+(DQ35-DE35)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ35>0, (DQ35/IF(DQ35>$DL$6+$DL$5,$DL$6+$DL$5, DQ35)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ35>0, (DQ35/IF(DQ35>$DL$6+$DL$5,$DL$6+$DL$5, DQ35)), 0)*DG$5/12/3600, IF(DH35<$DL$9,0.66*DJ$8*(2*32.17*DQ35*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE35+(DQ35-DE35)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU35+DT35, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+DU35+DT35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ35-SUM(EB35:EC35))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH35>0,EH35/IF(EH35>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH35))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL35+EK35, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+EL35+EK35, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN35-EO35>EO$11),(EN35-EO35-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV35*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ35+EY35, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+EZ35+EY35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ35)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU35)), 0)","v":0},{"$f":"FP35+'1-yr SBUH'!FP35","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:40:00",5.8000000000000003E-2,4.8333333333333336E-3,{"$f":"SUM(C$16:C36)","v":9.314166666666665E-2},9.314166666666665E-2,4.8333333333333284E-3,9.314166666666665E-2,4.8333333333333284E-3,9.314166666666665E-2,4.8333333333333284E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},9.314166666666665E-2,4.8333333333333284E-3,9.314166666666665E-2,4.8333333333333284E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.0678107504532014E-2,1.7125787033869123E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB36+AA36, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+AB36+AA36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP36+AO36, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+AP36+AO36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ36>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ36-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD36+BC36, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+BD36+BC36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO36+BN36, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+BO36+BN36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ36+BY36, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+BZ36+BY36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK36+CJ36, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+CK36+CJ36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP36>=$CT$9), $CT$6+$CT$5+CM36, IF(AND($CO$5>0,CP36>CO$11),(CP36-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP36<$CT$9,0.66*$CR$8*(2*32.17*CY36*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM36+(CY36-CM36)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY36>0,(CY36/IF(CY36>$CT$6+$CT$5,$CT$6+$CT$5,CY36)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY36>0,(CY36/IF(CY36>$CT$6+$CT$5,$CT$6+$CT$5,CY36)),0)*CO$5/12/3600, IF(CP36<$CT$9,0.66*$CR$8*(2*32.17*CY36*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM36+(CY36-CM36)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC36+DB36, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+DC36+DB36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH36>=$DL$9), $DL$5+$DL$6+DE36, IF(AND(DG$5>0,DH36>DG$11),(DH36-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH36<$DL$9,0.66*DJ$8*(2*32.17*DQ36*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE36+(DQ36-DE36)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ36>0, (DQ36/IF(DQ36>$DL$6+$DL$5,$DL$6+$DL$5, DQ36)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ36>0, (DQ36/IF(DQ36>$DL$6+$DL$5,$DL$6+$DL$5, DQ36)), 0)*DG$5/12/3600, IF(DH36<$DL$9,0.66*DJ$8*(2*32.17*DQ36*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE36+(DQ36-DE36)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU36+DT36, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+DU36+DT36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ36-SUM(EB36:EC36))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH36>0,EH36/IF(EH36>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH36))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL36+EK36, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+EL36+EK36, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN36-EO36>EO$11),(EN36-EO36-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV36*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ36+EY36, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+EZ36+EY36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ36)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU36)), 0)","v":0},{"$f":"FP36+'1-yr SBUH'!FP36","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:45:00",5.8200000000000002E-2,4.850000000000001E-3,{"$f":"SUM(C$16:C37)","v":9.7991666666666657E-2},9.7991666666666657E-2,4.8500000000000071E-3,9.7991666666666657E-2,4.8500000000000071E-3,9.7991666666666657E-2,4.8500000000000071E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},9.7991666666666657E-2,4.8500000000000071E-3,9.7991666666666657E-2,4.8500000000000071E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.2512659412586263E-2,1.8345519080542484E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB37+AA37, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+AB37+AA37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP37+AO37, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+AP37+AO37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ37>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ37-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD37+BC37, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+BD37+BC37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO37+BN37, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+BO37+BN37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ37+BY37, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+BZ37+BY37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK37+CJ37, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+CK37+CJ37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP37>=$CT$9), $CT$6+$CT$5+CM37, IF(AND($CO$5>0,CP37>CO$11),(CP37-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP37<$CT$9,0.66*$CR$8*(2*32.17*CY37*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM37+(CY37-CM37)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY37>0,(CY37/IF(CY37>$CT$6+$CT$5,$CT$6+$CT$5,CY37)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY37>0,(CY37/IF(CY37>$CT$6+$CT$5,$CT$6+$CT$5,CY37)),0)*CO$5/12/3600, IF(CP37<$CT$9,0.66*$CR$8*(2*32.17*CY37*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM37+(CY37-CM37)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC37+DB37, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+DC37+DB37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH37>=$DL$9), $DL$5+$DL$6+DE37, IF(AND(DG$5>0,DH37>DG$11),(DH37-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH37<$DL$9,0.66*DJ$8*(2*32.17*DQ37*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE37+(DQ37-DE37)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ37>0, (DQ37/IF(DQ37>$DL$6+$DL$5,$DL$6+$DL$5, DQ37)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ37>0, (DQ37/IF(DQ37>$DL$6+$DL$5,$DL$6+$DL$5, DQ37)), 0)*DG$5/12/3600, IF(DH37<$DL$9,0.66*DJ$8*(2*32.17*DQ37*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE37+(DQ37-DE37)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU37+DT37, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+DU37+DT37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ37-SUM(EB37:EC37))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH37>0,EH37/IF(EH37>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH37))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL37+EK37, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+EL37+EK37, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN37-EO37>EO$11),(EN37-EO37-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV37*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ37+EY37, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+EZ37+EY37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ37)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU37)), 0)","v":0},{"$f":"FP37+'1-yr SBUH'!FP37","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:50:00",5.8500000000000003E-2,4.8750000000000009E-3,{"$f":"SUM(C$16:C38)","v":0.10286666666666666},0.10286666666666666,4.8750000000000043E-3,0.10286666666666666,4.8750000000000043E-3,0.10286666666666666,4.8750000000000043E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.10286666666666666,4.8750000000000043E-3,0.10286666666666666,4.8750000000000043E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.4467426332314482E-2,1.9547669197282191E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB38+AA38, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+AB38+AA38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP38+AO38, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+AP38+AO38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ38>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ38-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD38+BC38, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+BD38+BC38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO38+BN38, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+BO38+BN38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ38+BY38, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+BZ38+BY38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK38+CJ38, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+CK38+CJ38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP38>=$CT$9), $CT$6+$CT$5+CM38, IF(AND($CO$5>0,CP38>CO$11),(CP38-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP38<$CT$9,0.66*$CR$8*(2*32.17*CY38*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM38+(CY38-CM38)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY38>0,(CY38/IF(CY38>$CT$6+$CT$5,$CT$6+$CT$5,CY38)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY38>0,(CY38/IF(CY38>$CT$6+$CT$5,$CT$6+$CT$5,CY38)),0)*CO$5/12/3600, IF(CP38<$CT$9,0.66*$CR$8*(2*32.17*CY38*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM38+(CY38-CM38)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC38+DB38, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+DC38+DB38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH38>=$DL$9), $DL$5+$DL$6+DE38, IF(AND(DG$5>0,DH38>DG$11),(DH38-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH38<$DL$9,0.66*DJ$8*(2*32.17*DQ38*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE38+(DQ38-DE38)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ38>0, (DQ38/IF(DQ38>$DL$6+$DL$5,$DL$6+$DL$5, DQ38)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ38>0, (DQ38/IF(DQ38>$DL$6+$DL$5,$DL$6+$DL$5, DQ38)), 0)*DG$5/12/3600, IF(DH38<$DL$9,0.66*DJ$8*(2*32.17*DQ38*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE38+(DQ38-DE38)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU38+DT38, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+DU38+DT38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ38-SUM(EB38:EC38))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH38>0,EH38/IF(EH38>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH38))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL38+EK38, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+EL38+EK38, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN38-EO38>EO$11),(EN38-EO38-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV38*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ38+EY38, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+EZ38+EY38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ38)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU38)), 0)","v":0},{"$f":"FP38+'1-yr SBUH'!FP38","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:55:00",5.8700000000000002E-2,4.8916666666666666E-3,{"$f":"SUM(C$16:C39)","v":0.10775833333333333},0.10775833333333333,4.8916666666666692E-3,0.10775833333333333,4.8916666666666692E-3,0.10775833333333333,4.8916666666666692E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.10775833333333333,4.8916666666666692E-3,0.10775833333333333,4.8916666666666692E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.6534470143541407E-2,2.0670438112269252E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB39+AA39, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+AB39+AA39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP39+AO39, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+AP39+AO39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ39>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ39-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD39+BC39, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+BD39+BC39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO39+BN39, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+BO39+BN39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ39+BY39, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+BZ39+BY39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK39+CJ39, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+CK39+CJ39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP39>=$CT$9), $CT$6+$CT$5+CM39, IF(AND($CO$5>0,CP39>CO$11),(CP39-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP39<$CT$9,0.66*$CR$8*(2*32.17*CY39*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM39+(CY39-CM39)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY39>0,(CY39/IF(CY39>$CT$6+$CT$5,$CT$6+$CT$5,CY39)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY39>0,(CY39/IF(CY39>$CT$6+$CT$5,$CT$6+$CT$5,CY39)),0)*CO$5/12/3600, IF(CP39<$CT$9,0.66*$CR$8*(2*32.17*CY39*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM39+(CY39-CM39)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC39+DB39, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+DC39+DB39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH39>=$DL$9), $DL$5+$DL$6+DE39, IF(AND(DG$5>0,DH39>DG$11),(DH39-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH39<$DL$9,0.66*DJ$8*(2*32.17*DQ39*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE39+(DQ39-DE39)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ39>0, (DQ39/IF(DQ39>$DL$6+$DL$5,$DL$6+$DL$5, DQ39)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ39>0, (DQ39/IF(DQ39>$DL$6+$DL$5,$DL$6+$DL$5, DQ39)), 0)*DG$5/12/3600, IF(DH39<$DL$9,0.66*DJ$8*(2*32.17*DQ39*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE39+(DQ39-DE39)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU39+DT39, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+DU39+DT39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ39-SUM(EB39:EC39))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH39>0,EH39/IF(EH39>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH39))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL39+EK39, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+EL39+EK39, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN39-EO39>EO$11),(EN39-EO39-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV39*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ39+EY39, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+EZ39+EY39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ39)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU39)), 0)","v":0},{"$f":"FP39+'1-yr SBUH'!FP39","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:00:00",5.8999999999999997E-2,4.9166666666666664E-3,{"$f":"SUM(C$16:C40)","v":0.112675},0.112675,4.9166666666666664E-3,0.112675,4.9166666666666664E-3,0.112675,4.9166666666666664E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.112675,4.9166666666666664E-3,0.112675,4.9166666666666664E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.8712992767677489E-2,2.1785226241360818E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB40+AA40, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+AB40+AA40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP40+AO40, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+AP40+AO40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ40>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ40-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD40+BC40, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+BD40+BC40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO40+BN40, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+BO40+BN40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ40+BY40, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+BZ40+BY40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK40+CJ40, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+CK40+CJ40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP40>=$CT$9), $CT$6+$CT$5+CM40, IF(AND($CO$5>0,CP40>CO$11),(CP40-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP40<$CT$9,0.66*$CR$8*(2*32.17*CY40*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM40+(CY40-CM40)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY40>0,(CY40/IF(CY40>$CT$6+$CT$5,$CT$6+$CT$5,CY40)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY40>0,(CY40/IF(CY40>$CT$6+$CT$5,$CT$6+$CT$5,CY40)),0)*CO$5/12/3600, IF(CP40<$CT$9,0.66*$CR$8*(2*32.17*CY40*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM40+(CY40-CM40)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC40+DB40, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+DC40+DB40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH40>=$DL$9), $DL$5+$DL$6+DE40, IF(AND(DG$5>0,DH40>DG$11),(DH40-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH40<$DL$9,0.66*DJ$8*(2*32.17*DQ40*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE40+(DQ40-DE40)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ40>0, (DQ40/IF(DQ40>$DL$6+$DL$5,$DL$6+$DL$5, DQ40)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ40>0, (DQ40/IF(DQ40>$DL$6+$DL$5,$DL$6+$DL$5, DQ40)), 0)*DG$5/12/3600, IF(DH40<$DL$9,0.66*DJ$8*(2*32.17*DQ40*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE40+(DQ40-DE40)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU40+DT40, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+DU40+DT40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ40-SUM(EB40:EC40))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH40>0,EH40/IF(EH40>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH40))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL40+EK40, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+EL40+EK40, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN40-EO40>EO$11),(EN40-EO40-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV40*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ40+EY40, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+EZ40+EY40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ40)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU40)), 0)","v":0},{"$f":"FP40+'1-yr SBUH'!FP40","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:05:00",5.9200000000000003E-2,4.9333333333333338E-3,{"$f":"SUM(C$16:C41)","v":0.11760833333333333},0.11760833333333333,4.9333333333333312E-3,0.11760833333333333,4.9333333333333312E-3,0.11760833333333333,4.9333333333333312E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.11760833333333333,4.9333333333333312E-3,0.11760833333333333,4.9333333333333312E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.0995250106827956E-2,2.2822573391504675E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB41+AA41, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+AB41+AA41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP41+AO41, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+AP41+AO41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ41>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ41-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD41+BC41, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+BD41+BC41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO41+BN41, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+BO41+BN41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ41+BY41, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+BZ41+BY41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK41+CJ41, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+CK41+CJ41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP41>=$CT$9), $CT$6+$CT$5+CM41, IF(AND($CO$5>0,CP41>CO$11),(CP41-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP41<$CT$9,0.66*$CR$8*(2*32.17*CY41*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM41+(CY41-CM41)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY41>0,(CY41/IF(CY41>$CT$6+$CT$5,$CT$6+$CT$5,CY41)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY41>0,(CY41/IF(CY41>$CT$6+$CT$5,$CT$6+$CT$5,CY41)),0)*CO$5/12/3600, IF(CP41<$CT$9,0.66*$CR$8*(2*32.17*CY41*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM41+(CY41-CM41)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC41+DB41, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+DC41+DB41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH41>=$DL$9), $DL$5+$DL$6+DE41, IF(AND(DG$5>0,DH41>DG$11),(DH41-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH41<$DL$9,0.66*DJ$8*(2*32.17*DQ41*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE41+(DQ41-DE41)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ41>0, (DQ41/IF(DQ41>$DL$6+$DL$5,$DL$6+$DL$5, DQ41)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ41>0, (DQ41/IF(DQ41>$DL$6+$DL$5,$DL$6+$DL$5, DQ41)), 0)*DG$5/12/3600, IF(DH41<$DL$9,0.66*DJ$8*(2*32.17*DQ41*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE41+(DQ41-DE41)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU41+DT41, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+DU41+DT41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ41-SUM(EB41:EC41))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH41>0,EH41/IF(EH41>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH41))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL41+EK41, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+EL41+EK41, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN41-EO41>EO$11),(EN41-EO41-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV41*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ41+EY41, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+EZ41+EY41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ41)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU41)), 0)","v":0},{"$f":"FP41+'1-yr SBUH'!FP41","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:10:00",5.9499999999999997E-2,4.9583333333333328E-3,{"$f":"SUM(C$16:C42)","v":0.12256666666666666},0.12256666666666666,4.9583333333333285E-3,0.12256666666666666,4.9583333333333285E-3,0.12256666666666666,4.9583333333333285E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.12256666666666666,4.9583333333333285E-3,0.12256666666666666,4.9583333333333285E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.3381282531647868E-2,2.3860324248199116E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB42+AA42, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+AB42+AA42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP42+AO42, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+AP42+AO42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ42>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ42-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD42+BC42, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+BD42+BC42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO42+BN42, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+BO42+BN42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ42+BY42, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+BZ42+BY42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK42+CJ42, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+CK42+CJ42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP42>=$CT$9), $CT$6+$CT$5+CM42, IF(AND($CO$5>0,CP42>CO$11),(CP42-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP42<$CT$9,0.66*$CR$8*(2*32.17*CY42*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM42+(CY42-CM42)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY42>0,(CY42/IF(CY42>$CT$6+$CT$5,$CT$6+$CT$5,CY42)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY42>0,(CY42/IF(CY42>$CT$6+$CT$5,$CT$6+$CT$5,CY42)),0)*CO$5/12/3600, IF(CP42<$CT$9,0.66*$CR$8*(2*32.17*CY42*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM42+(CY42-CM42)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC42+DB42, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+DC42+DB42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH42>=$DL$9), $DL$5+$DL$6+DE42, IF(AND(DG$5>0,DH42>DG$11),(DH42-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH42<$DL$9,0.66*DJ$8*(2*32.17*DQ42*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE42+(DQ42-DE42)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ42>0, (DQ42/IF(DQ42>$DL$6+$DL$5,$DL$6+$DL$5, DQ42)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ42>0, (DQ42/IF(DQ42>$DL$6+$DL$5,$DL$6+$DL$5, DQ42)), 0)*DG$5/12/3600, IF(DH42<$DL$9,0.66*DJ$8*(2*32.17*DQ42*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE42+(DQ42-DE42)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU42+DT42, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+DU42+DT42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ42-SUM(EB42:EC42))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH42>0,EH42/IF(EH42>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH42))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL42+EK42, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+EL42+EK42, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN42-EO42>EO$11),(EN42-EO42-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV42*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ42+EY42, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+EZ42+EY42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ42)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU42)), 0)","v":0},{"$f":"FP42+'1-yr SBUH'!FP42","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:15:00",5.9799999999999999E-2,4.9833333333333335E-3,{"$f":"SUM(C$16:C43)","v":0.12755},0.12755,4.9833333333333396E-3,0.12755,4.9833333333333396E-3,0.12755,4.9833333333333396E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.12755,4.9833333333333396E-3,0.12755,4.9833333333333396E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.5867724136661881E-2,2.4864416050140135E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB43+AA43, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+AB43+AA43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP43+AO43, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+AP43+AO43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ43>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ43-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD43+BC43, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+BD43+BC43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO43+BN43, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+BO43+BN43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ43+BY43, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+BZ43+BY43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK43+CJ43, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+CK43+CJ43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP43>=$CT$9), $CT$6+$CT$5+CM43, IF(AND($CO$5>0,CP43>CO$11),(CP43-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP43<$CT$9,0.66*$CR$8*(2*32.17*CY43*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM43+(CY43-CM43)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY43>0,(CY43/IF(CY43>$CT$6+$CT$5,$CT$6+$CT$5,CY43)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY43>0,(CY43/IF(CY43>$CT$6+$CT$5,$CT$6+$CT$5,CY43)),0)*CO$5/12/3600, IF(CP43<$CT$9,0.66*$CR$8*(2*32.17*CY43*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM43+(CY43-CM43)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC43+DB43, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+DC43+DB43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH43>=$DL$9), $DL$5+$DL$6+DE43, IF(AND(DG$5>0,DH43>DG$11),(DH43-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH43<$DL$9,0.66*DJ$8*(2*32.17*DQ43*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE43+(DQ43-DE43)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ43>0, (DQ43/IF(DQ43>$DL$6+$DL$5,$DL$6+$DL$5, DQ43)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ43>0, (DQ43/IF(DQ43>$DL$6+$DL$5,$DL$6+$DL$5, DQ43)), 0)*DG$5/12/3600, IF(DH43<$DL$9,0.66*DJ$8*(2*32.17*DQ43*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE43+(DQ43-DE43)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU43+DT43, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+DU43+DT43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ43-SUM(EB43:EC43))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH43>0,EH43/IF(EH43>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH43))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL43+EK43, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+EL43+EK43, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN43-EO43>EO$11),(EN43-EO43-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV43*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ43+EY43, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+EZ43+EY43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ43)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU43)), 0)","v":0},{"$f":"FP43+'1-yr SBUH'!FP43","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:20:00",0.06,5.0000000000000001E-3,{"$f":"SUM(C$16:C44)","v":0.13255},0.13255,5.0000000000000044E-3,0.13255,5.0000000000000044E-3,0.13255,5.0000000000000044E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.13255,5.0000000000000044E-3,0.13255,5.0000000000000044E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.844702986634828E-2,2.5793057296863986E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB44+AA44, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+AB44+AA44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP44+AO44, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+AP44+AO44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ44>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ44-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD44+BC44, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+BD44+BC44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO44+BN44, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+BO44+BN44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ44+BY44, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+BZ44+BY44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK44+CJ44, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+CK44+CJ44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP44>=$CT$9), $CT$6+$CT$5+CM44, IF(AND($CO$5>0,CP44>CO$11),(CP44-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP44<$CT$9,0.66*$CR$8*(2*32.17*CY44*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM44+(CY44-CM44)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY44>0,(CY44/IF(CY44>$CT$6+$CT$5,$CT$6+$CT$5,CY44)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY44>0,(CY44/IF(CY44>$CT$6+$CT$5,$CT$6+$CT$5,CY44)),0)*CO$5/12/3600, IF(CP44<$CT$9,0.66*$CR$8*(2*32.17*CY44*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM44+(CY44-CM44)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC44+DB44, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+DC44+DB44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH44>=$DL$9), $DL$5+$DL$6+DE44, IF(AND(DG$5>0,DH44>DG$11),(DH44-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH44<$DL$9,0.66*DJ$8*(2*32.17*DQ44*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE44+(DQ44-DE44)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ44>0, (DQ44/IF(DQ44>$DL$6+$DL$5,$DL$6+$DL$5, DQ44)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ44>0, (DQ44/IF(DQ44>$DL$6+$DL$5,$DL$6+$DL$5, DQ44)), 0)*DG$5/12/3600, IF(DH44<$DL$9,0.66*DJ$8*(2*32.17*DQ44*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE44+(DQ44-DE44)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU44+DT44, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+DU44+DT44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ44-SUM(EB44:EC44))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH44>0,EH44/IF(EH44>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH44))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL44+EK44, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+EL44+EK44, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN44-EO44>EO$11),(EN44-EO44-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV44*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ44+EY44, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+EZ44+EY44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ44)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU44)), 0)","v":0},{"$f":"FP44+'1-yr SBUH'!FP44","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:25:00",6.0299999999999999E-2,5.025E-3,{"$f":"SUM(C$16:C45)","v":0.137575},0.137575,5.0250000000000017E-3,0.137575,5.0250000000000017E-3,0.137575,5.0250000000000017E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.137575,5.0250000000000017E-3,0.137575,5.0250000000000017E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},3.1120301040196939E-2,2.6732711738486591E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB45+AA45, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+AB45+AA45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP45+AO45, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+AP45+AO45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ45>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ45-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD45+BC45, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+BD45+BC45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO45+BN45, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+BO45+BN45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ45+BY45, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+BZ45+BY45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK45+CJ45, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+CK45+CJ45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP45>=$CT$9), $CT$6+$CT$5+CM45, IF(AND($CO$5>0,CP45>CO$11),(CP45-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP45<$CT$9,0.66*$CR$8*(2*32.17*CY45*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM45+(CY45-CM45)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY45>0,(CY45/IF(CY45>$CT$6+$CT$5,$CT$6+$CT$5,CY45)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY45>0,(CY45/IF(CY45>$CT$6+$CT$5,$CT$6+$CT$5,CY45)),0)*CO$5/12/3600, IF(CP45<$CT$9,0.66*$CR$8*(2*32.17*CY45*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM45+(CY45-CM45)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC45+DB45, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+DC45+DB45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH45>=$DL$9), $DL$5+$DL$6+DE45, IF(AND(DG$5>0,DH45>DG$11),(DH45-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH45<$DL$9,0.66*DJ$8*(2*32.17*DQ45*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE45+(DQ45-DE45)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ45>0, (DQ45/IF(DQ45>$DL$6+$DL$5,$DL$6+$DL$5, DQ45)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ45>0, (DQ45/IF(DQ45>$DL$6+$DL$5,$DL$6+$DL$5, DQ45)), 0)*DG$5/12/3600, IF(DH45<$DL$9,0.66*DJ$8*(2*32.17*DQ45*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE45+(DQ45-DE45)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU45+DT45, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+DU45+DT45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ45-SUM(EB45:EC45))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH45>0,EH45/IF(EH45>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH45))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL45+EK45, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+EL45+EK45, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN45-EO45>EO$11),(EN45-EO45-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV45*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ45+EY45, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+EZ45+EY45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ45)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU45)), 0)","v":0},{"$f":"FP45+'1-yr SBUH'!FP45","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:30:00",6.0600000000000001E-2,5.0499999999999998E-3,{"$f":"SUM(C$16:C46)","v":0.142625},0.142625,5.0499999999999989E-3,0.142625,5.0499999999999989E-3,0.142625,5.0499999999999989E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.142625,5.0499999999999989E-3,0.142625,5.0499999999999989E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},3.3884715488326986E-2,2.7644144481300467E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB46+AA46, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+AB46+AA46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP46+AO46, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+AP46+AO46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ46>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ46-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD46+BC46, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+BD46+BC46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO46+BN46, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+BO46+BN46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ46+BY46, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+BZ46+BY46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK46+CJ46, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+CK46+CJ46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP46>=$CT$9), $CT$6+$CT$5+CM46, IF(AND($CO$5>0,CP46>CO$11),(CP46-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP46<$CT$9,0.66*$CR$8*(2*32.17*CY46*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM46+(CY46-CM46)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY46>0,(CY46/IF(CY46>$CT$6+$CT$5,$CT$6+$CT$5,CY46)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY46>0,(CY46/IF(CY46>$CT$6+$CT$5,$CT$6+$CT$5,CY46)),0)*CO$5/12/3600, IF(CP46<$CT$9,0.66*$CR$8*(2*32.17*CY46*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM46+(CY46-CM46)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC46+DB46, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+DC46+DB46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH46>=$DL$9), $DL$5+$DL$6+DE46, IF(AND(DG$5>0,DH46>DG$11),(DH46-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH46<$DL$9,0.66*DJ$8*(2*32.17*DQ46*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE46+(DQ46-DE46)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ46>0, (DQ46/IF(DQ46>$DL$6+$DL$5,$DL$6+$DL$5, DQ46)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ46>0, (DQ46/IF(DQ46>$DL$6+$DL$5,$DL$6+$DL$5, DQ46)), 0)*DG$5/12/3600, IF(DH46<$DL$9,0.66*DJ$8*(2*32.17*DQ46*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE46+(DQ46-DE46)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU46+DT46, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+DU46+DT46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ46-SUM(EB46:EC46))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH46>0,EH46/IF(EH46>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH46))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL46+EK46, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+EL46+EK46, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN46-EO46>EO$11),(EN46-EO46-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV46*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ46+EY46, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+EZ46+EY46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ46)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU46)), 0)","v":0},{"$f":"FP46+'1-yr SBUH'!FP46","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:35:00",6.08E-2,5.0666666666666664E-3,{"$f":"SUM(C$16:C47)","v":0.14769166666666667},0.14769166666666667,5.0666666666666638E-3,0.14769166666666667,5.0666666666666638E-3,0.14769166666666667,5.0666666666666638E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.14769166666666667,5.0666666666666638E-3,0.14769166666666667,5.0666666666666638E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},3.673285801165721E-2,2.8481425233302243E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB47+AA47, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+AB47+AA47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP47+AO47, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+AP47+AO47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ47>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ47-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD47+BC47, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+BD47+BC47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO47+BN47, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+BO47+BN47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ47+BY47, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+BZ47+BY47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK47+CJ47, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+CK47+CJ47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP47>=$CT$9), $CT$6+$CT$5+CM47, IF(AND($CO$5>0,CP47>CO$11),(CP47-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP47<$CT$9,0.66*$CR$8*(2*32.17*CY47*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM47+(CY47-CM47)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY47>0,(CY47/IF(CY47>$CT$6+$CT$5,$CT$6+$CT$5,CY47)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY47>0,(CY47/IF(CY47>$CT$6+$CT$5,$CT$6+$CT$5,CY47)),0)*CO$5/12/3600, IF(CP47<$CT$9,0.66*$CR$8*(2*32.17*CY47*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM47+(CY47-CM47)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC47+DB47, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+DC47+DB47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH47>=$DL$9), $DL$5+$DL$6+DE47, IF(AND(DG$5>0,DH47>DG$11),(DH47-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH47<$DL$9,0.66*DJ$8*(2*32.17*DQ47*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE47+(DQ47-DE47)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ47>0, (DQ47/IF(DQ47>$DL$6+$DL$5,$DL$6+$DL$5, DQ47)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ47>0, (DQ47/IF(DQ47>$DL$6+$DL$5,$DL$6+$DL$5, DQ47)), 0)*DG$5/12/3600, IF(DH47<$DL$9,0.66*DJ$8*(2*32.17*DQ47*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE47+(DQ47-DE47)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU47+DT47, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+DU47+DT47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ47-SUM(EB47:EC47))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH47>0,EH47/IF(EH47>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH47))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL47+EK47, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+EL47+EK47, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN47-EO47>EO$11),(EN47-EO47-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV47*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ47+EY47, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+EZ47+EY47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ47)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU47)), 0)","v":0},{"$f":"FP47+'1-yr SBUH'!FP47","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:40:00",6.1100000000000002E-2,5.0916666666666662E-3,{"$f":"SUM(C$16:C48)","v":0.15278333333333333},0.15278333333333333,5.091666666666661E-3,0.15278333333333333,5.091666666666661E-3,0.15278333333333333,5.091666666666661E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.15278333333333333,5.091666666666661E-3,0.15278333333333333,5.091666666666661E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},3.9666712800750958E-2,2.9338547890937483E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB48+AA48, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY48))+AB48+AA48, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP48+AO48, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY48))+AP48+AO48, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ48>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ48-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD48+BC48, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY48))+BD48+BC48, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF($Q$4>0,(BR$3+BR$5)/$Q$4*$W48,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO48+BN48, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY48))+BO48+BN48, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ48+BY48, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY48))+BZ48+BY48, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK48+CJ48, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY48))+CK48+CJ48, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP48>=$CT$9), $CT$6+$CT$5+CM48, IF(AND($CO$5>0,CP48>CO$11),(CP48-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$J$47,EH48))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL48+EK48, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY48))+EL48+EK48, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN48-EO48>EO$11),(EN48-EO48-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV48*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ48+EY48, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY48))+EZ48+EY48, 0)),0)","v":0},0,0,0,{"$f":"IF(FD$9<=FB48-FC48-FD48, FD$9,FB48-FC48-FD48)","v":0},0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ48)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU48)), 0)","v":0},{"$f":"FP48+'1-yr SBUH'!FP48","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:45:00",6.1400000000000003E-2,5.1166666666666669E-3,{"$f":"SUM(C$16:C49)","v":0.15789999999999998},0.15789999999999998,5.1166666666666583E-3,0.15789999999999998,5.1166666666666583E-3,0.15789999999999998,5.1166666666666583E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.15789999999999998,5.1166666666666583E-3,0.15789999999999998,5.1166666666666583E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},4.2683896210942616E-2,3.0171834101916581E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB49+AA49, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+AB49+AA49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP49+AO49, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+AP49+AO49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ49>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ49-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD49+BC49, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+BD49+BC49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO49+BN49, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+BO49+BN49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ49+BY49, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+BZ49+BY49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK49+CJ49, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+CK49+CJ49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP49>=$CT$9), $CT$6+$CT$5+CM49, IF(AND($CO$5>0,CP49>CO$11),(CP49-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP49<$CT$9,0.66*$CR$8*(2*32.17*CY49*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM49+(CY49-CM49)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY49>0,(CY49/IF(CY49>$CT$6+$CT$5,$CT$6+$CT$5,CY49)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY49>0,(CY49/IF(CY49>$CT$6+$CT$5,$CT$6+$CT$5,CY49)),0)*CO$5/12/3600, IF(CP49<$CT$9,0.66*$CR$8*(2*32.17*CY49*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM49+(CY49-CM49)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC49+DB49, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+DC49+DB49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH49>=$DL$9), $DL$5+$DL$6+DE49, IF(AND(DG$5>0,DH49>DG$11),(DH49-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH49<$DL$9,0.66*DJ$8*(2*32.17*DQ49*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE49+(DQ49-DE49)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ49>0, (DQ49/IF(DQ49>$DL$6+$DL$5,$DL$6+$DL$5, DQ49)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ49>0, (DQ49/IF(DQ49>$DL$6+$DL$5,$DL$6+$DL$5, DQ49)), 0)*DG$5/12/3600, IF(DH49<$DL$9,0.66*DJ$8*(2*32.17*DQ49*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE49+(DQ49-DE49)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU49+DT49, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+DU49+DT49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ49-SUM(EB49:EC49))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH49>0,EH49/IF(EH49>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH49))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL49+EK49, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+EL49+EK49, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN49-EO49>EO$11),(EN49-EO49-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV49*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ49+EY49, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+EZ49+EY49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ49)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU49)), 0)","v":0},{"$f":"FP49+'1-yr SBUH'!FP49","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:50:00",6.1699999999999998E-2,5.1416666666666668E-3,{"$f":"SUM(C$16:C50)","v":0.16304166666666664},0.16304166666666664,5.1416666666666555E-3,0.16304166666666664,5.1416666666666555E-3,0.16304166666666664,5.1416666666666555E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.16304166666666664,5.1416666666666555E-3,0.16304166666666664,5.1416666666666555E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},4.5782146926504522E-2,3.0982507155619052E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB50+AA50, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY50))+AB50+AA50, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP50+AO50, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY50))+AP50+AO50, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ50>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ50-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD50+BC50, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY50))+BD50+BC50, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO50+BN50, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY50))+BO50+BN50, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ50+BY50, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY50))+BZ50+BY50, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK50+CJ50, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY50))+CK50+CJ50, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP50>=$CT$9), $CT$6+$CT$5+CM50, IF(AND($CO$5>0,CP50>CO$11),(CP50-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP50<$CT$9,0.66*$CR$8*(2*32.17*CY50*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM50+(CY50-CM50)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY50>0,(CY50/IF(CY50>$CT$6+$CT$5,$CT$6+$CT$5,CY50)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY50>0,(CY50/IF(CY50>$CT$6+$CT$5,$CT$6+$CT$5,CY50)),0)*CO$5/12/3600, IF(CP50<$CT$9,0.66*$CR$8*(2*32.17*CY50*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM50+(CY50-CM50)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC50+DB50, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY50))+DC50+DB50, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH50>=$DL$9), $DL$5+$DL$6+DE50, IF(AND(DG$5>0,DH50>DG$11),(DH50-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH50<$DL$9,0.66*DJ$8*(2*32.17*DQ50*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE50+(DQ50-DE50)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ50>0, (DQ50/IF(DQ50>$DL$6+$DL$5,$DL$6+$DL$5, DQ50)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ50>0, (DQ50/IF(DQ50>$DL$6+$DL$5,$DL$6+$DL$5, DQ50)), 0)*DG$5/12/3600, IF(DH50<$DL$9,0.66*DJ$8*(2*32.17*DQ50*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE50+(DQ50-DE50)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU50+DT50, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY50))+DU50+DT50, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ50-SUM(EB50:EC50))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH50>0,EH50/IF(EH50>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH50))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL50+EK50, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY50))+EL50+EK50, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN50-EO50>EO$11),(EN50-EO50-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV50*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ50+EY50, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY50))+EZ50+EY50, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ50)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU50)), 0)","v":0},{"$f":"FP50+'1-yr SBUH'!FP50","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:55:00",6.2E-2,5.1666666666666666E-3,{"$f":"SUM(C$16:C51)","v":0.16820833333333329},0.16820833333333329,5.1666666666666528E-3,0.16820833333333329,5.1666666666666528E-3,0.16820833333333329,5.1666666666666528E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.16820833333333329,5.1666666666666528E-3,0.16820833333333329,5.1666666666666528E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},4.8959318224728432E-2,3.1771712982239103E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB51+AA51, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+AB51+AA51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP51+AO51, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+AP51+AO51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ51>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ51-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD51+BC51, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+BD51+BC51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO51+BN51, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+BO51+BN51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ51+BY51, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+BZ51+BY51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK51+CJ51, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+CK51+CJ51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP51>=$CT$9), $CT$6+$CT$5+CM51, IF(AND($CO$5>0,CP51>CO$11),(CP51-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP51<$CT$9,0.66*$CR$8*(2*32.17*CY51*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM51+(CY51-CM51)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY51>0,(CY51/IF(CY51>$CT$6+$CT$5,$CT$6+$CT$5,CY51)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY51>0,(CY51/IF(CY51>$CT$6+$CT$5,$CT$6+$CT$5,CY51)),0)*CO$5/12/3600, IF(CP51<$CT$9,0.66*$CR$8*(2*32.17*CY51*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM51+(CY51-CM51)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC51+DB51, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+DC51+DB51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH51>=$DL$9), $DL$5+$DL$6+DE51, IF(AND(DG$5>0,DH51>DG$11),(DH51-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH51<$DL$9,0.66*DJ$8*(2*32.17*DQ51*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE51+(DQ51-DE51)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ51>0, (DQ51/IF(DQ51>$DL$6+$DL$5,$DL$6+$DL$5, DQ51)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ51>0, (DQ51/IF(DQ51>$DL$6+$DL$5,$DL$6+$DL$5, DQ51)), 0)*DG$5/12/3600, IF(DH51<$DL$9,0.66*DJ$8*(2*32.17*DQ51*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE51+(DQ51-DE51)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU51+DT51, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+DU51+DT51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ51-SUM(EB51:EC51))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH51>0,EH51/IF(EH51>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH51))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL51+EK51, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+EL51+EK51, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN51-EO51>EO$11),(EN51-EO51-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV51*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ51+EY51, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+EZ51+EY51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ51)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU51)), 0)","v":0},{"$f":"FP51+'1-yr SBUH'!FP51","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:00:00",6.2300000000000001E-2,5.1916666666666665E-3,{"$f":"SUM(C$16:C52)","v":0.17339999999999997},0.17339999999999997,5.1916666666666778E-3,0.17339999999999997,5.1916666666666778E-3,0.17339999999999997,5.1916666666666778E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.17339999999999997,5.1916666666666778E-3,0.17339999999999997,5.1916666666666778E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},5.2213370819515839E-2,3.2540525947874072E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB52+AA52, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+AB52+AA52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP52+AO52, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+AP52+AO52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ52>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ52-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD52+BC52, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+BD52+BC52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO52+BN52, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+BO52+BN52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ52+BY52, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+BZ52+BY52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK52+CJ52, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+CK52+CJ52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP52>=$CT$9), $CT$6+$CT$5+CM52, IF(AND($CO$5>0,CP52>CO$11),(CP52-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP52<$CT$9,0.66*$CR$8*(2*32.17*CY52*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM52+(CY52-CM52)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY52>0,(CY52/IF(CY52>$CT$6+$CT$5,$CT$6+$CT$5,CY52)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY52>0,(CY52/IF(CY52>$CT$6+$CT$5,$CT$6+$CT$5,CY52)),0)*CO$5/12/3600, IF(CP52<$CT$9,0.66*$CR$8*(2*32.17*CY52*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM52+(CY52-CM52)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC52+DB52, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+DC52+DB52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH52>=$DL$9), $DL$5+$DL$6+DE52, IF(AND(DG$5>0,DH52>DG$11),(DH52-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH52<$DL$9,0.66*DJ$8*(2*32.17*DQ52*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE52+(DQ52-DE52)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ52>0, (DQ52/IF(DQ52>$DL$6+$DL$5,$DL$6+$DL$5, DQ52)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ52>0, (DQ52/IF(DQ52>$DL$6+$DL$5,$DL$6+$DL$5, DQ52)), 0)*DG$5/12/3600, IF(DH52<$DL$9,0.66*DJ$8*(2*32.17*DQ52*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE52+(DQ52-DE52)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU52+DT52, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+DU52+DT52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ52-SUM(EB52:EC52))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH52>0,EH52/IF(EH52>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH52))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL52+EK52, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+EL52+EK52, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN52-EO52>EO$11),(EN52-EO52-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV52*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ52+EY52, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+EZ52+EY52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ52)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU52)), 0)","v":0},{"$f":"FP52+'1-yr SBUH'!FP52","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:05:00",6.2600000000000003E-2,5.2166666666666663E-3,{"$f":"SUM(C$16:C53)","v":0.17861666666666665},0.17861666666666665,5.216666666666675E-3,0.17861666666666665,5.216666666666675E-3,0.17861666666666665,5.216666666666675E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.17861666666666665,5.216666666666675E-3,0.17861666666666665,5.216666666666675E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},5.5542366234458698E-2,3.3289954149428591E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB53+AA53, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+AB53+AA53, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP53+AO53, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+AP53+AO53, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ53>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ53-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD53+BC53, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+BD53+BC53, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO53+BN53, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+BO53+BN53, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ53+BY53, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+BZ53+BY53, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK53+CJ53, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+CK53+CJ53, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP53>=$CT$9), $CT$6+$CT$5+CM53, IF(AND($CO$5>0,CP53>CO$11),(CP53-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP53<$CT$9,0.66*$CR$8*(2*32.17*CY53*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM53+(CY53-CM53)*0.35))^0.5)> 'CSS BMP 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(DQ53/IF(DQ53>$DL$6+$DL$5,$DL$6+$DL$5, DQ53)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ53>0, (DQ53/IF(DQ53>$DL$6+$DL$5,$DL$6+$DL$5, DQ53)), 0)*DG$5/12/3600, IF(DH53<$DL$9,0.66*DJ$8*(2*32.17*DQ53*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE53+(DQ53-DE53)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU53+DT53, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+DU53+DT53, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ53-SUM(EB53:EC53))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH53>0,EH53/IF(EH53>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH53))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL53+EK53, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+EL53+EK53, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN53-EO53>EO$11),(EN53-EO53-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV53*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ53+EY53, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+EZ53+EY53, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ53)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU53)), 0)","v":0},{"$f":"FP53+'1-yr SBUH'!FP53","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:10:00",6.2899999999999998E-2,5.241666666666667E-3,{"$f":"SUM(C$16:C54)","v":0.18385833333333332},0.18385833333333332,5.2416666666666722E-3,0.18385833333333332,5.2416666666666722E-3,0.18385833333333332,5.2416666666666722E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.18385833333333332,5.2416666666666722E-3,0.18385833333333332,5.2416666666666722E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},5.8944460660266006E-2,3.4020944258073074E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB54+AA54, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+AB54+AA54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP54+AO54, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+AP54+AO54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ54>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ54-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD54+BC54, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+BD54+BC54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO54+BN54, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+BO54+BN54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ54+BY54, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+BZ54+BY54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK54+CJ54, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+CK54+CJ54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP54>=$CT$9), $CT$6+$CT$5+CM54, IF(AND($CO$5>0,CP54>CO$11),(CP54-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP54<$CT$9,0.66*$CR$8*(2*32.17*CY54*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM54+(CY54-CM54)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY54>0,(CY54/IF(CY54>$CT$6+$CT$5,$CT$6+$CT$5,CY54)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY54>0,(CY54/IF(CY54>$CT$6+$CT$5,$CT$6+$CT$5,CY54)),0)*CO$5/12/3600, IF(CP54<$CT$9,0.66*$CR$8*(2*32.17*CY54*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM54+(CY54-CM54)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC54+DB54, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+DC54+DB54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH54>=$DL$9), $DL$5+$DL$6+DE54, IF(AND(DG$5>0,DH54>DG$11),(DH54-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH54<$DL$9,0.66*DJ$8*(2*32.17*DQ54*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE54+(DQ54-DE54)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ54>0, (DQ54/IF(DQ54>$DL$6+$DL$5,$DL$6+$DL$5, DQ54)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ54>0, (DQ54/IF(DQ54>$DL$6+$DL$5,$DL$6+$DL$5, DQ54)), 0)*DG$5/12/3600, IF(DH54<$DL$9,0.66*DJ$8*(2*32.17*DQ54*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE54+(DQ54-DE54)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU54+DT54, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+DU54+DT54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ54-SUM(EB54:EC54))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH54>0,EH54/IF(EH54>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH54))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL54+EK54, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+EL54+EK54, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN54-EO54>EO$11),(EN54-EO54-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV54*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ54+EY54, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+EZ54+EY54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ54)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU54)), 0)","v":0},{"$f":"FP54+'1-yr SBUH'!FP54","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:15:00",6.3200000000000006E-2,5.2666666666666678E-3,{"$f":"SUM(C$16:C55)","v":0.18912499999999999},0.18912499999999999,5.2666666666666695E-3,0.18912499999999999,5.2666666666666695E-3,0.18912499999999999,5.2666666666666695E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.18912499999999999,5.2666666666666695E-3,0.18912499999999999,5.2666666666666695E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},6.2417899255737437E-2,3.4734385954714314E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB55+AA55, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+AB55+AA55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP55+AO55, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+AP55+AO55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ55>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ55-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD55+BC55, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+BD55+BC55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO55+BN55, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+BO55+BN55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ55+BY55, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+BZ55+BY55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK55+CJ55, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+CK55+CJ55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP55>=$CT$9), $CT$6+$CT$5+CM55, IF(AND($CO$5>0,CP55>CO$11),(CP55-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP55<$CT$9,0.66*$CR$8*(2*32.17*CY55*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM55+(CY55-CM55)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY55>0,(CY55/IF(CY55>$CT$6+$CT$5,$CT$6+$CT$5,CY55)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY55>0,(CY55/IF(CY55>$CT$6+$CT$5,$CT$6+$CT$5,CY55)),0)*CO$5/12/3600, IF(CP55<$CT$9,0.66*$CR$8*(2*32.17*CY55*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM55+(CY55-CM55)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC55+DB55, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+DC55+DB55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH55>=$DL$9), $DL$5+$DL$6+DE55, IF(AND(DG$5>0,DH55>DG$11),(DH55-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH55<$DL$9,0.66*DJ$8*(2*32.17*DQ55*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE55+(DQ55-DE55)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ55>0, (DQ55/IF(DQ55>$DL$6+$DL$5,$DL$6+$DL$5, DQ55)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ55>0, (DQ55/IF(DQ55>$DL$6+$DL$5,$DL$6+$DL$5, DQ55)), 0)*DG$5/12/3600, IF(DH55<$DL$9,0.66*DJ$8*(2*32.17*DQ55*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE55+(DQ55-DE55)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU55+DT55, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+DU55+DT55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ55-SUM(EB55:EC55))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH55>0,EH55/IF(EH55>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH55))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL55+EK55, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+EL55+EK55, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN55-EO55>EO$11),(EN55-EO55-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV55*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ55+EY55, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+EZ55+EY55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ55)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU55)), 0)","v":0},{"$f":"FP55+'1-yr SBUH'!FP55","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:20:00",6.3500000000000001E-2,5.2916666666666667E-3,{"$f":"SUM(C$16:C56)","v":0.19441666666666665},0.19441666666666665,5.2916666666666667E-3,0.19441666666666665,5.2916666666666667E-3,0.19441666666666665,5.2916666666666667E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.19441666666666665,5.2916666666666667E-3,0.19441666666666665,5.2916666666666667E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},6.5961010855366126E-2,3.5431115996286885E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB56+AA56, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+AB56+AA56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP56+AO56, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+AP56+AO56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ56>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ56-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD56+BC56, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+BD56+BC56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO56+BN56, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+BO56+BN56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ56+BY56, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+BZ56+BY56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK56+CJ56, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+CK56+CJ56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP56>=$CT$9), $CT$6+$CT$5+CM56, IF(AND($CO$5>0,CP56>CO$11),(CP56-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP56<$CT$9,0.66*$CR$8*(2*32.17*CY56*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM56+(CY56-CM56)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY56>0,(CY56/IF(CY56>$CT$6+$CT$5,$CT$6+$CT$5,CY56)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY56>0,(CY56/IF(CY56>$CT$6+$CT$5,$CT$6+$CT$5,CY56)),0)*CO$5/12/3600, IF(CP56<$CT$9,0.66*$CR$8*(2*32.17*CY56*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM56+(CY56-CM56)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC56+DB56, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+DC56+DB56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH56>=$DL$9), $DL$5+$DL$6+DE56, IF(AND(DG$5>0,DH56>DG$11),(DH56-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH56<$DL$9,0.66*DJ$8*(2*32.17*DQ56*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE56+(DQ56-DE56)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ56>0, (DQ56/IF(DQ56>$DL$6+$DL$5,$DL$6+$DL$5, DQ56)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ56>0, (DQ56/IF(DQ56>$DL$6+$DL$5,$DL$6+$DL$5, DQ56)), 0)*DG$5/12/3600, IF(DH56<$DL$9,0.66*DJ$8*(2*32.17*DQ56*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE56+(DQ56-DE56)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU56+DT56, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+DU56+DT56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ56-SUM(EB56:EC56))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH56>0,EH56/IF(EH56>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH56))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL56+EK56, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+EL56+EK56, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN56-EO56>EO$11),(EN56-EO56-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV56*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ56+EY56, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+EZ56+EY56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ56)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU56)), 0)","v":0},{"$f":"FP56+'1-yr SBUH'!FP56","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:25:00",6.3799999999999996E-2,5.3166666666666657E-3,{"$f":"SUM(C$16:C57)","v":0.19973333333333332},0.19973333333333332,5.316666666666664E-3,0.19973333333333332,5.316666666666664E-3,0.19973333333333332,5.316666666666664E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.19973333333333332,5.316666666666664E-3,0.19973333333333332,5.316666666666664E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},6.9572203050123113E-2,3.6111921947569875E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB57+AA57, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+AB57+AA57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP57+AO57, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+AP57+AO57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ57>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ57-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD57+BC57, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+BD57+BC57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO57+BN57, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+BO57+BN57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ57+BY57, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+BZ57+BY57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK57+CJ57, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+CK57+CJ57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP57>=$CT$9), $CT$6+$CT$5+CM57, IF(AND($CO$5>0,CP57>CO$11),(CP57-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP57<$CT$9,0.66*$CR$8*(2*32.17*CY57*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM57+(CY57-CM57)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY57>0,(CY57/IF(CY57>$CT$6+$CT$5,$CT$6+$CT$5,CY57)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY57>0,(CY57/IF(CY57>$CT$6+$CT$5,$CT$6+$CT$5,CY57)),0)*CO$5/12/3600, IF(CP57<$CT$9,0.66*$CR$8*(2*32.17*CY57*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM57+(CY57-CM57)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC57+DB57, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+DC57+DB57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH57>=$DL$9), $DL$5+$DL$6+DE57, IF(AND(DG$5>0,DH57>DG$11),(DH57-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH57<$DL$9,0.66*DJ$8*(2*32.17*DQ57*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE57+(DQ57-DE57)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ57>0, (DQ57/IF(DQ57>$DL$6+$DL$5,$DL$6+$DL$5, DQ57)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ57>0, (DQ57/IF(DQ57>$DL$6+$DL$5,$DL$6+$DL$5, DQ57)), 0)*DG$5/12/3600, IF(DH57<$DL$9,0.66*DJ$8*(2*32.17*DQ57*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE57+(DQ57-DE57)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU57+DT57, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+DU57+DT57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ57-SUM(EB57:EC57))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH57>0,EH57/IF(EH57>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH57))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL57+EK57, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+EL57+EK57, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN57-EO57>EO$11),(EN57-EO57-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV57*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ57+EY57, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+EZ57+EY57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ57)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU57)), 0)","v":0},{"$f":"FP57+'1-yr SBUH'!FP57","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:30:00",6.4100000000000004E-2,5.3416666666666664E-3,{"$f":"SUM(C$16:C58)","v":0.20507499999999998},0.20507499999999998,5.3416666666666612E-3,0.20507499999999998,5.3416666666666612E-3,0.20507499999999998,5.3416666666666612E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.20507499999999998,5.3416666666666612E-3,0.20507499999999998,5.3416666666666612E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},7.324995761108366E-2,3.6777545609605472E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB58+AA58, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+AB58+AA58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP58+AO58, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+AP58+AO58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ58>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ58-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD58+BC58, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+BD58+BC58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO58+BN58, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+BO58+BN58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ58+BY58, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+BZ58+BY58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK58+CJ58, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+CK58+CJ58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP58>=$CT$9), $CT$6+$CT$5+CM58, IF(AND($CO$5>0,CP58>CO$11),(CP58-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP58<$CT$9,0.66*$CR$8*(2*32.17*CY58*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM58+(CY58-CM58)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY58>0,(CY58/IF(CY58>$CT$6+$CT$5,$CT$6+$CT$5,CY58)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY58>0,(CY58/IF(CY58>$CT$6+$CT$5,$CT$6+$CT$5,CY58)),0)*CO$5/12/3600, IF(CP58<$CT$9,0.66*$CR$8*(2*32.17*CY58*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM58+(CY58-CM58)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC58+DB58, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+DC58+DB58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH58>=$DL$9), $DL$5+$DL$6+DE58, IF(AND(DG$5>0,DH58>DG$11),(DH58-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH58<$DL$9,0.66*DJ$8*(2*32.17*DQ58*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE58+(DQ58-DE58)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ58>0, (DQ58/IF(DQ58>$DL$6+$DL$5,$DL$6+$DL$5, DQ58)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ58>0, (DQ58/IF(DQ58>$DL$6+$DL$5,$DL$6+$DL$5, DQ58)), 0)*DG$5/12/3600, IF(DH58<$DL$9,0.66*DJ$8*(2*32.17*DQ58*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE58+(DQ58-DE58)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU58+DT58, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+DU58+DT58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ58-SUM(EB58:EC58))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH58>0,EH58/IF(EH58>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH58))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL58+EK58, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+EL58+EK58, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN58-EO58>EO$11),(EN58-EO58-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV58*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ58+EY58, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+EZ58+EY58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ58)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU58)), 0)","v":0},{"$f":"FP58+'1-yr SBUH'!FP58","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:35:00",6.4399999999999999E-2,5.3666666666666672E-3,{"$f":"SUM(C$16:C59)","v":0.21044166666666664},0.21044166666666661,5.3666666666666307E-3,0.21044166666666661,5.3666666666666307E-3,0.21044166666666661,5.3666666666666307E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.21044166666666661,5.3666666666666307E-3,0.21044166666666661,5.3666666666666307E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},7.6992826228342151E-2,3.7428686172584907E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB59+AA59, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+AB59+AA59, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP59+AO59, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+AP59+AO59, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ59>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ59-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD59+BC59, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+BD59+BC59, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO59+BN59, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+BO59+BN59, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ59+BY59, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+BZ59+BY59, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK59+CJ59, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+CK59+CJ59, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP59>=$CT$9), $CT$6+$CT$5+CM59, IF(AND($CO$5>0,CP59>CO$11),(CP59-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP59<$CT$9,0.66*$CR$8*(2*32.17*CY59*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM59+(CY59-CM59)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY59>0,(CY59/IF(CY59>$CT$6+$CT$5,$CT$6+$CT$5,CY59)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY59>0,(CY59/IF(CY59>$CT$6+$CT$5,$CT$6+$CT$5,CY59)),0)*CO$5/12/3600, IF(CP59<$CT$9,0.66*$CR$8*(2*32.17*CY59*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM59+(CY59-CM59)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC59+DB59, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+DC59+DB59, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH59>=$DL$9), $DL$5+$DL$6+DE59, IF(AND(DG$5>0,DH59>DG$11),(DH59-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH59<$DL$9,0.66*DJ$8*(2*32.17*DQ59*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE59+(DQ59-DE59)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ59>0, (DQ59/IF(DQ59>$DL$6+$DL$5,$DL$6+$DL$5, DQ59)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ59>0, (DQ59/IF(DQ59>$DL$6+$DL$5,$DL$6+$DL$5, DQ59)), 0)*DG$5/12/3600, IF(DH59<$DL$9,0.66*DJ$8*(2*32.17*DQ59*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE59+(DQ59-DE59)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU59+DT59, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+DU59+DT59, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ59-SUM(EB59:EC59))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH59>0,EH59/IF(EH59>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH59))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL59+EK59, IF('CSS BMP 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["03:40:00",6.4799999999999996E-2,5.3999999999999994E-3,{"$f":"SUM(C$16:C60)","v":0.21584166666666663},0.21584166666666663,5.4000000000000159E-3,0.21584166666666663,5.4000000000000159E-3,0.21584166666666663,5.4000000000000159E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.21584166666666663,5.4000000000000159E-3,0.21584166666666663,5.4000000000000159E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},8.0805344898739556E-2,3.8125186703974051E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB60+AA60, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY60))+AB60+AA60, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP60+AO60, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY60))+AP60+AO60, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ60>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ60-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD60+BC60, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY60))+BD60+BC60, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO60+BN60, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY60))+BO60+BN60, 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["03:45:00",6.5100000000000005E-2,5.4250000000000001E-3,{"$f":"SUM(C$16:C61)","v":0.22126666666666664},0.22126666666666664,5.4250000000000131E-3,0.22126666666666664,5.4250000000000131E-3,0.22126666666666664,5.4250000000000131E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.22126666666666664,5.4250000000000131E-3,0.22126666666666664,5.4250000000000131E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},8.4680410367528866E-2,3.8750654687893099E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB61+AA61, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+AB61+AA61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP61+AO61, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+AP61+AO61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ61>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ61-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD61+BC61, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+BD61+BC61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO61+BN61, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+BO61+BN61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ61+BY61, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+BZ61+BY61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK61+CJ61, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+CK61+CJ61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP61>=$CT$9), $CT$6+$CT$5+CM61, IF(AND($CO$5>0,CP61>CO$11),(CP61-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP61<$CT$9,0.66*$CR$8*(2*32.17*CY61*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM61+(CY61-CM61)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY61>0,(CY61/IF(CY61>$CT$6+$CT$5,$CT$6+$CT$5,CY61)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY61>0,(CY61/IF(CY61>$CT$6+$CT$5,$CT$6+$CT$5,CY61)),0)*CO$5/12/3600, IF(CP61<$CT$9,0.66*$CR$8*(2*32.17*CY61*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM61+(CY61-CM61)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC61+DB61, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+DC61+DB61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH61>=$DL$9), $DL$5+$DL$6+DE61, IF(AND(DG$5>0,DH61>DG$11),(DH61-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH61<$DL$9,0.66*DJ$8*(2*32.17*DQ61*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE61+(DQ61-DE61)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ61>0, (DQ61/IF(DQ61>$DL$6+$DL$5,$DL$6+$DL$5, DQ61)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ61>0, (DQ61/IF(DQ61>$DL$6+$DL$5,$DL$6+$DL$5, DQ61)), 0)*DG$5/12/3600, IF(DH61<$DL$9,0.66*DJ$8*(2*32.17*DQ61*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE61+(DQ61-DE61)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU61+DT61, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+DU61+DT61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ61-SUM(EB61:EC61))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH61>0,EH61/IF(EH61>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH61))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL61+EK61, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+EL61+EK61, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN61-EO61>EO$11),(EN61-EO61-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV61*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ61+EY61, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+EZ61+EY61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ61)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU61)), 0)","v":0},{"$f":"FP61+'1-yr SBUH'!FP61","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:50:00",6.54E-2,5.45E-3,{"$f":"SUM(C$16:C62)","v":0.22671666666666665},0.22671666666666665,5.4500000000000104E-3,0.22671666666666665,5.4500000000000104E-3,0.22671666666666665,5.4500000000000104E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.22671666666666665,5.4500000000000104E-3,0.22671666666666665,5.4500000000000104E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},8.8616753783613056E-2,3.9363434160841898E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB62+AA62, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+AB62+AA62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP62+AO62, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+AP62+AO62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ62>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ62-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD62+BC62, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+BD62+BC62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO62+BN62, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+BO62+BN62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ62+BY62, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+BZ62+BY62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK62+CJ62, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+CK62+CJ62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP62>=$CT$9), $CT$6+$CT$5+CM62, IF(AND($CO$5>0,CP62>CO$11),(CP62-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP62<$CT$9,0.66*$CR$8*(2*32.17*CY62*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM62+(CY62-CM62)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY62>0,(CY62/IF(CY62>$CT$6+$CT$5,$CT$6+$CT$5,CY62)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY62>0,(CY62/IF(CY62>$CT$6+$CT$5,$CT$6+$CT$5,CY62)),0)*CO$5/12/3600, IF(CP62<$CT$9,0.66*$CR$8*(2*32.17*CY62*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM62+(CY62-CM62)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC62+DB62, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+DC62+DB62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH62>=$DL$9), $DL$5+$DL$6+DE62, IF(AND(DG$5>0,DH62>DG$11),(DH62-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH62<$DL$9,0.66*DJ$8*(2*32.17*DQ62*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE62+(DQ62-DE62)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ62>0, (DQ62/IF(DQ62>$DL$6+$DL$5,$DL$6+$DL$5, DQ62)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ62>0, (DQ62/IF(DQ62>$DL$6+$DL$5,$DL$6+$DL$5, DQ62)), 0)*DG$5/12/3600, IF(DH62<$DL$9,0.66*DJ$8*(2*32.17*DQ62*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE62+(DQ62-DE62)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU62+DT62, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+DU62+DT62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ62-SUM(EB62:EC62))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH62>0,EH62/IF(EH62>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH62))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL62+EK62, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+EL62+EK62, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN62-EO62>EO$11),(EN62-EO62-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV62*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ62+EY62, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+EZ62+EY62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ62)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU62)), 0)","v":0},{"$f":"FP62+'1-yr SBUH'!FP62","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:55:00",6.5799999999999997E-2,5.4833333333333322E-3,{"$f":"SUM(C$16:C63)","v":0.23219999999999999},0.23219999999999999,5.4833333333333401E-3,0.23219999999999999,5.4833333333333401E-3,0.23219999999999999,5.4833333333333401E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.23219999999999999,5.4833333333333401E-3,0.23219999999999999,5.4833333333333401E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},9.2619276339998655E-2,4.0025225563855987E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB63+AA63, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+AB63+AA63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP63+AO63, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+AP63+AO63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ63>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ63-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD63+BC63, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+BD63+BC63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO63+BN63, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+BO63+BN63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ63+BY63, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+BZ63+BY63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK63+CJ63, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+CK63+CJ63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP63>=$CT$9), $CT$6+$CT$5+CM63, IF(AND($CO$5>0,CP63>CO$11),(CP63-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP63<$CT$9,0.66*$CR$8*(2*32.17*CY63*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM63+(CY63-CM63)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY63>0,(CY63/IF(CY63>$CT$6+$CT$5,$CT$6+$CT$5,CY63)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY63>0,(CY63/IF(CY63>$CT$6+$CT$5,$CT$6+$CT$5,CY63)),0)*CO$5/12/3600, IF(CP63<$CT$9,0.66*$CR$8*(2*32.17*CY63*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM63+(CY63-CM63)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC63+DB63, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+DC63+DB63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH63>=$DL$9), $DL$5+$DL$6+DE63, IF(AND(DG$5>0,DH63>DG$11),(DH63-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH63<$DL$9,0.66*DJ$8*(2*32.17*DQ63*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE63+(DQ63-DE63)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ63>0, (DQ63/IF(DQ63>$DL$6+$DL$5,$DL$6+$DL$5, DQ63)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ63>0, (DQ63/IF(DQ63>$DL$6+$DL$5,$DL$6+$DL$5, DQ63)), 0)*DG$5/12/3600, IF(DH63<$DL$9,0.66*DJ$8*(2*32.17*DQ63*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE63+(DQ63-DE63)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU63+DT63, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+DU63+DT63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ63-SUM(EB63:EC63))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH63>0,EH63/IF(EH63>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH63))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL63+EK63, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+EL63+EK63, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN63-EO63>EO$11),(EN63-EO63-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV63*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ63+EY63, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+EZ63+EY63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ63)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU63)), 0)","v":0},{"$f":"FP63+'1-yr SBUH'!FP63","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:00:00",6.6100000000000006E-2,5.5083333333333338E-3,{"$f":"SUM(C$16:C64)","v":0.23770833333333333},0.23770833333333333,5.5083333333333373E-3,0.23770833333333333,5.5083333333333373E-3,0.23770833333333333,5.5083333333333373E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.23770833333333333,5.5083333333333373E-3,0.23770833333333333,5.5083333333333373E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},9.6680825191945818E-2,4.0615488519471638E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB64+AA64, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+AB64+AA64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP64+AO64, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+AP64+AO64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ64>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ64-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD64+BC64, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+BD64+BC64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO64+BN64, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+BO64+BN64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ64+BY64, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+BZ64+BY64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK64+CJ64, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+CK64+CJ64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP64>=$CT$9), $CT$6+$CT$5+CM64, IF(AND($CO$5>0,CP64>CO$11),(CP64-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP64<$CT$9,0.66*$CR$8*(2*32.17*CY64*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM64+(CY64-CM64)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY64>0,(CY64/IF(CY64>$CT$6+$CT$5,$CT$6+$CT$5,CY64)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY64>0,(CY64/IF(CY64>$CT$6+$CT$5,$CT$6+$CT$5,CY64)),0)*CO$5/12/3600, IF(CP64<$CT$9,0.66*$CR$8*(2*32.17*CY64*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM64+(CY64-CM64)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC64+DB64, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+DC64+DB64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH64>=$DL$9), $DL$5+$DL$6+DE64, IF(AND(DG$5>0,DH64>DG$11),(DH64-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH64<$DL$9,0.66*DJ$8*(2*32.17*DQ64*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE64+(DQ64-DE64)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ64>0, (DQ64/IF(DQ64>$DL$6+$DL$5,$DL$6+$DL$5, DQ64)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ64>0, (DQ64/IF(DQ64>$DL$6+$DL$5,$DL$6+$DL$5, DQ64)), 0)*DG$5/12/3600, IF(DH64<$DL$9,0.66*DJ$8*(2*32.17*DQ64*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE64+(DQ64-DE64)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU64+DT64, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+DU64+DT64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ64-SUM(EB64:EC64))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH64>0,EH64/IF(EH64>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH64))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL64+EK64, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+EL64+EK64, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN64-EO64>EO$11),(EN64-EO64-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV64*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ64+EY64, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+EZ64+EY64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ64)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU64)), 0)","v":0},{"$f":"FP64+'1-yr SBUH'!FP64","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:05:00",6.6500000000000004E-2,5.541666666666667E-3,{"$f":"SUM(C$16:C65)","v":0.24324999999999999},0.24324999999999999,5.541666666666667E-3,0.24324999999999999,5.541666666666667E-3,0.24324999999999999,5.541666666666667E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.24324999999999999,5.541666666666667E-3,0.24324999999999999,5.541666666666667E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.10080651709081546,4.1256918988696462E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB65+AA65, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+AB65+AA65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP65+AO65, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+AP65+AO65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ65>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ65-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD65+BC65, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+BD65+BC65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO65+BN65, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+BO65+BN65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ65+BY65, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+BZ65+BY65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK65+CJ65, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+CK65+CJ65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP65>=$CT$9), $CT$6+$CT$5+CM65, IF(AND($CO$5>0,CP65>CO$11),(CP65-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP65<$CT$9,0.66*$CR$8*(2*32.17*CY65*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM65+(CY65-CM65)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY65>0,(CY65/IF(CY65>$CT$6+$CT$5,$CT$6+$CT$5,CY65)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY65>0,(CY65/IF(CY65>$CT$6+$CT$5,$CT$6+$CT$5,CY65)),0)*CO$5/12/3600, IF(CP65<$CT$9,0.66*$CR$8*(2*32.17*CY65*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM65+(CY65-CM65)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC65+DB65, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+DC65+DB65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH65>=$DL$9), $DL$5+$DL$6+DE65, IF(AND(DG$5>0,DH65>DG$11),(DH65-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH65<$DL$9,0.66*DJ$8*(2*32.17*DQ65*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE65+(DQ65-DE65)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ65>0, (DQ65/IF(DQ65>$DL$6+$DL$5,$DL$6+$DL$5, DQ65)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ65>0, (DQ65/IF(DQ65>$DL$6+$DL$5,$DL$6+$DL$5, DQ65)), 0)*DG$5/12/3600, IF(DH65<$DL$9,0.66*DJ$8*(2*32.17*DQ65*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE65+(DQ65-DE65)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU65+DT65, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+DU65+DT65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ65-SUM(EB65:EC65))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH65>0,EH65/IF(EH65>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH65))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL65+EK65, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+EL65+EK65, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN65-EO65>EO$11),(EN65-EO65-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV65*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ65+EY65, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+EZ65+EY65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ65)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU65)), 0)","v":0},{"$f":"FP65+'1-yr SBUH'!FP65","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:10:00",6.6799999999999998E-2,5.5666666666666659E-3,{"$f":"SUM(C$16:C66)","v":0.24881666666666666},0.24881666666666666,5.5666666666666642E-3,0.24881666666666666,5.5666666666666642E-3,0.24881666666666666,5.5666666666666642E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.24881666666666666,5.5666666666666642E-3,0.24881666666666666,5.5666666666666642E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.10498916320917277,4.1826461183573083E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB66+AA66, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+AB66+AA66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP66+AO66, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+AP66+AO66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ66>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ66-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD66+BC66, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+BD66+BC66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO66+BN66, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+BO66+BN66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ66+BY66, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+BZ66+BY66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK66+CJ66, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+CK66+CJ66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP66>=$CT$9), $CT$6+$CT$5+CM66, IF(AND($CO$5>0,CP66>CO$11),(CP66-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP66<$CT$9,0.66*$CR$8*(2*32.17*CY66*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM66+(CY66-CM66)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY66>0,(CY66/IF(CY66>$CT$6+$CT$5,$CT$6+$CT$5,CY66)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY66>0,(CY66/IF(CY66>$CT$6+$CT$5,$CT$6+$CT$5,CY66)),0)*CO$5/12/3600, IF(CP66<$CT$9,0.66*$CR$8*(2*32.17*CY66*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM66+(CY66-CM66)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC66+DB66, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+DC66+DB66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH66>=$DL$9), $DL$5+$DL$6+DE66, IF(AND(DG$5>0,DH66>DG$11),(DH66-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH66<$DL$9,0.66*DJ$8*(2*32.17*DQ66*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE66+(DQ66-DE66)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ66>0, (DQ66/IF(DQ66>$DL$6+$DL$5,$DL$6+$DL$5, DQ66)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ66>0, (DQ66/IF(DQ66>$DL$6+$DL$5,$DL$6+$DL$5, DQ66)), 0)*DG$5/12/3600, IF(DH66<$DL$9,0.66*DJ$8*(2*32.17*DQ66*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE66+(DQ66-DE66)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU66+DT66, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+DU66+DT66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ66-SUM(EB66:EC66))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH66>0,EH66/IF(EH66>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH66))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL66+EK66, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+EL66+EK66, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN66-EO66>EO$11),(EN66-EO66-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV66*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ66+EY66, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+EZ66+EY66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ66)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU66)), 0)","v":0},{"$f":"FP66+'1-yr SBUH'!FP66","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:15:00",6.7199999999999996E-2,5.5999999999999991E-3,{"$f":"SUM(C$16:C67)","v":0.25441666666666668},0.25441666666666668,5.6000000000000216E-3,0.25441666666666668,5.6000000000000216E-3,0.25441666666666668,5.6000000000000216E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.25441666666666668,5.6000000000000216E-3,0.25441666666666668,5.6000000000000216E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.10923407826670542,4.2449150575326472E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB67+AA67, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+AB67+AA67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP67+AO67, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+AP67+AO67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ67>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ67-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD67+BC67, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+BD67+BC67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO67+BN67, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+BO67+BN67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ67+BY67, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+BZ67+BY67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK67+CJ67, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+CK67+CJ67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP67>=$CT$9), $CT$6+$CT$5+CM67, IF(AND($CO$5>0,CP67>CO$11),(CP67-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP67<$CT$9,0.66*$CR$8*(2*32.17*CY67*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM67+(CY67-CM67)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY67>0,(CY67/IF(CY67>$CT$6+$CT$5,$CT$6+$CT$5,CY67)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY67>0,(CY67/IF(CY67>$CT$6+$CT$5,$CT$6+$CT$5,CY67)),0)*CO$5/12/3600, IF(CP67<$CT$9,0.66*$CR$8*(2*32.17*CY67*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM67+(CY67-CM67)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC67+DB67, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+DC67+DB67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH67>=$DL$9), $DL$5+$DL$6+DE67, IF(AND(DG$5>0,DH67>DG$11),(DH67-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH67<$DL$9,0.66*DJ$8*(2*32.17*DQ67*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE67+(DQ67-DE67)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ67>0, (DQ67/IF(DQ67>$DL$6+$DL$5,$DL$6+$DL$5, DQ67)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ67>0, (DQ67/IF(DQ67>$DL$6+$DL$5,$DL$6+$DL$5, DQ67)), 0)*DG$5/12/3600, IF(DH67<$DL$9,0.66*DJ$8*(2*32.17*DQ67*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE67+(DQ67-DE67)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU67+DT67, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+DU67+DT67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ67-SUM(EB67:EC67))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH67>0,EH67/IF(EH67>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH67))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL67+EK67, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+EL67+EK67, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN67-EO67>EO$11),(EN67-EO67-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV67*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ67+EY67, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+EZ67+EY67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ67)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU67)), 0)","v":0},{"$f":"FP67+'1-yr SBUH'!FP67","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:20:00",6.7599999999999993E-2,5.6333333333333331E-3,{"$f":"SUM(C$16:C68)","v":0.26005},0.26005,5.6333333333333235E-3,0.26005,5.6333333333333235E-3,0.26005,5.6333333333333235E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.26005,5.6333333333333235E-3,0.26005,5.6333333333333235E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.11354043401629153,4.3063557495861132E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB68+AA68, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+AB68+AA68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP68+AO68, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+AP68+AO68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ68>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ68-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD68+BC68, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+BD68+BC68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO68+BN68, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+BO68+BN68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ68+BY68, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+BZ68+BY68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK68+CJ68, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+CK68+CJ68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP68>=$CT$9), $CT$6+$CT$5+CM68, IF(AND($CO$5>0,CP68>CO$11),(CP68-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP68<$CT$9,0.66*$CR$8*(2*32.17*CY68*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM68+(CY68-CM68)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY68>0,(CY68/IF(CY68>$CT$6+$CT$5,$CT$6+$CT$5,CY68)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY68>0,(CY68/IF(CY68>$CT$6+$CT$5,$CT$6+$CT$5,CY68)),0)*CO$5/12/3600, IF(CP68<$CT$9,0.66*$CR$8*(2*32.17*CY68*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM68+(CY68-CM68)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC68+DB68, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+DC68+DB68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH68>=$DL$9), $DL$5+$DL$6+DE68, IF(AND(DG$5>0,DH68>DG$11),(DH68-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH68<$DL$9,0.66*DJ$8*(2*32.17*DQ68*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE68+(DQ68-DE68)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ68>0, (DQ68/IF(DQ68>$DL$6+$DL$5,$DL$6+$DL$5, DQ68)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ68>0, (DQ68/IF(DQ68>$DL$6+$DL$5,$DL$6+$DL$5, DQ68)), 0)*DG$5/12/3600, IF(DH68<$DL$9,0.66*DJ$8*(2*32.17*DQ68*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE68+(DQ68-DE68)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU68+DT68, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+DU68+DT68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ68-SUM(EB68:EC68))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH68>0,EH68/IF(EH68>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH68))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL68+EK68, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+EL68+EK68, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN68-EO68>EO$11),(EN68-EO68-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV68*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ68+EY68, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+EZ68+EY68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ68)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU68)), 0)","v":0},{"$f":"FP68+'1-yr SBUH'!FP68","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:25:00",6.8000000000000005E-2,5.6666666666666671E-3,{"$f":"SUM(C$16:C69)","v":0.26571666666666666},0.26571666666666666,5.6666666666666532E-3,0.26571666666666666,5.6666666666666532E-3,0.26571666666666666,5.6666666666666532E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.26571666666666666,5.6666666666666532E-3,0.26571666666666666,5.6666666666666532E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.11790743248359725,4.3669984673057188E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB69+AA69, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+AB69+AA69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP69+AO69, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+AP69+AO69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ69>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ69-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD69+BC69, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+BD69+BC69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO69+BN69, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+BO69+BN69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ69+BY69, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+BZ69+BY69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK69+CJ69, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+CK69+CJ69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP69>=$CT$9), $CT$6+$CT$5+CM69, IF(AND($CO$5>0,CP69>CO$11),(CP69-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP69<$CT$9,0.66*$CR$8*(2*32.17*CY69*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM69+(CY69-CM69)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY69>0,(CY69/IF(CY69>$CT$6+$CT$5,$CT$6+$CT$5,CY69)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY69>0,(CY69/IF(CY69>$CT$6+$CT$5,$CT$6+$CT$5,CY69)),0)*CO$5/12/3600, IF(CP69<$CT$9,0.66*$CR$8*(2*32.17*CY69*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM69+(CY69-CM69)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC69+DB69, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+DC69+DB69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH69>=$DL$9), $DL$5+$DL$6+DE69, IF(AND(DG$5>0,DH69>DG$11),(DH69-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH69<$DL$9,0.66*DJ$8*(2*32.17*DQ69*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE69+(DQ69-DE69)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ69>0, (DQ69/IF(DQ69>$DL$6+$DL$5,$DL$6+$DL$5, DQ69)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ69>0, (DQ69/IF(DQ69>$DL$6+$DL$5,$DL$6+$DL$5, DQ69)), 0)*DG$5/12/3600, IF(DH69<$DL$9,0.66*DJ$8*(2*32.17*DQ69*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE69+(DQ69-DE69)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU69+DT69, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+DU69+DT69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ69-SUM(EB69:EC69))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH69>0,EH69/IF(EH69>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH69))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL69+EK69, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+EL69+EK69, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN69-EO69>EO$11),(EN69-EO69-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV69*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ69+EY69, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+EZ69+EY69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ69)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU69)), 0)","v":0},{"$f":"FP69+'1-yr SBUH'!FP69","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:30:00",6.83E-2,5.6916666666666669E-3,{"$f":"SUM(C$16:C70)","v":0.27140833333333331},0.27140833333333331,5.6916666666666504E-3,0.27140833333333331,5.6916666666666504E-3,0.27140833333333331,5.6916666666666504E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.27140833333333331,5.6916666666666504E-3,0.27140833333333331,5.6916666666666504E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.12232780821003812,4.42037572644087E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB70+AA70, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+AB70+AA70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP70+AO70, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+AP70+AO70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ70>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ70-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD70+BC70, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+BD70+BC70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO70+BN70, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+BO70+BN70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ70+BY70, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+BZ70+BY70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK70+CJ70, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+CK70+CJ70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP70>=$CT$9), $CT$6+$CT$5+CM70, IF(AND($CO$5>0,CP70>CO$11),(CP70-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP70<$CT$9,0.66*$CR$8*(2*32.17*CY70*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM70+(CY70-CM70)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY70>0,(CY70/IF(CY70>$CT$6+$CT$5,$CT$6+$CT$5,CY70)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY70>0,(CY70/IF(CY70>$CT$6+$CT$5,$CT$6+$CT$5,CY70)),0)*CO$5/12/3600, IF(CP70<$CT$9,0.66*$CR$8*(2*32.17*CY70*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM70+(CY70-CM70)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC70+DB70, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+DC70+DB70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH70>=$DL$9), $DL$5+$DL$6+DE70, IF(AND(DG$5>0,DH70>DG$11),(DH70-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH70<$DL$9,0.66*DJ$8*(2*32.17*DQ70*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE70+(DQ70-DE70)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ70>0, (DQ70/IF(DQ70>$DL$6+$DL$5,$DL$6+$DL$5, DQ70)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ70>0, (DQ70/IF(DQ70>$DL$6+$DL$5,$DL$6+$DL$5, DQ70)), 0)*DG$5/12/3600, IF(DH70<$DL$9,0.66*DJ$8*(2*32.17*DQ70*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE70+(DQ70-DE70)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU70+DT70, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+DU70+DT70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ70-SUM(EB70:EC70))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH70>0,EH70/IF(EH70>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH70))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL70+EK70, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+EL70+EK70, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN70-EO70>EO$11),(EN70-EO70-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV70*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ70+EY70, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+EZ70+EY70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ70)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU70)), 0)","v":0},{"$f":"FP70+'1-yr SBUH'!FP70","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:35:00",6.8699999999999997E-2,5.7249999999999992E-3,{"$f":"SUM(C$16:C71)","v":0.27713333333333329},0.27713333333333329,5.7249999999999801E-3,0.27713333333333329,5.7249999999999801E-3,0.27713333333333329,5.7249999999999801E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.27713333333333329,5.7249999999999801E-3,0.27713333333333329,5.7249999999999801E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.12680722123303578,4.4794130229976609E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB71+AA71, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+AB71+AA71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP71+AO71, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+AP71+AO71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ71>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ71-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD71+BC71, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+BD71+BC71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO71+BN71, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+BO71+BN71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ71+BY71, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+BZ71+BY71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK71+CJ71, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+CK71+CJ71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP71>=$CT$9), $CT$6+$CT$5+CM71, IF(AND($CO$5>0,CP71>CO$11),(CP71-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP71<$CT$9,0.66*$CR$8*(2*32.17*CY71*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM71+(CY71-CM71)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY71>0,(CY71/IF(CY71>$CT$6+$CT$5,$CT$6+$CT$5,CY71)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY71>0,(CY71/IF(CY71>$CT$6+$CT$5,$CT$6+$CT$5,CY71)),0)*CO$5/12/3600, IF(CP71<$CT$9,0.66*$CR$8*(2*32.17*CY71*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM71+(CY71-CM71)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC71+DB71, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+DC71+DB71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH71>=$DL$9), $DL$5+$DL$6+DE71, IF(AND(DG$5>0,DH71>DG$11),(DH71-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH71<$DL$9,0.66*DJ$8*(2*32.17*DQ71*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE71+(DQ71-DE71)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ71>0, (DQ71/IF(DQ71>$DL$6+$DL$5,$DL$6+$DL$5, DQ71)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ71>0, (DQ71/IF(DQ71>$DL$6+$DL$5,$DL$6+$DL$5, DQ71)), 0)*DG$5/12/3600, IF(DH71<$DL$9,0.66*DJ$8*(2*32.17*DQ71*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE71+(DQ71-DE71)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU71+DT71, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+DU71+DT71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ71-SUM(EB71:EC71))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH71>0,EH71/IF(EH71>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH71))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL71+EK71, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+EL71+EK71, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN71-EO71>EO$11),(EN71-EO71-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV71*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ71+EY71, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+EZ71+EY71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ71)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU71)), 0)","v":0},{"$f":"FP71+'1-yr SBUH'!FP71","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:40:00",6.9099999999999995E-2,5.7583333333333332E-3,{"$f":"SUM(C$16:C72)","v":0.2828916666666666},0.2828916666666666,5.7583333333333098E-3,0.2828916666666666,5.7583333333333098E-3,0.2828916666666666,5.7583333333333098E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.2828916666666666,5.7583333333333098E-3,0.2828916666666666,5.7583333333333098E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.13134496124906481,4.5377400160290238E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB72+AA72, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+AB72+AA72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP72+AO72, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+AP72+AO72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ72>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ72-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD72+BC72, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+BD72+BC72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO72+BN72, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+BO72+BN72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ72+BY72, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+BZ72+BY72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK72+CJ72, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+CK72+CJ72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP72>=$CT$9), $CT$6+$CT$5+CM72, IF(AND($CO$5>0,CP72>CO$11),(CP72-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP72<$CT$9,0.66*$CR$8*(2*32.17*CY72*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM72+(CY72-CM72)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY72>0,(CY72/IF(CY72>$CT$6+$CT$5,$CT$6+$CT$5,CY72)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY72>0,(CY72/IF(CY72>$CT$6+$CT$5,$CT$6+$CT$5,CY72)),0)*CO$5/12/3600, IF(CP72<$CT$9,0.66*$CR$8*(2*32.17*CY72*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM72+(CY72-CM72)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC72+DB72, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+DC72+DB72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH72>=$DL$9), $DL$5+$DL$6+DE72, IF(AND(DG$5>0,DH72>DG$11),(DH72-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH72<$DL$9,0.66*DJ$8*(2*32.17*DQ72*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE72+(DQ72-DE72)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ72>0, (DQ72/IF(DQ72>$DL$6+$DL$5,$DL$6+$DL$5, DQ72)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ72>0, (DQ72/IF(DQ72>$DL$6+$DL$5,$DL$6+$DL$5, DQ72)), 0)*DG$5/12/3600, IF(DH72<$DL$9,0.66*DJ$8*(2*32.17*DQ72*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE72+(DQ72-DE72)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU72+DT72, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+DU72+DT72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ72-SUM(EB72:EC72))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH72>0,EH72/IF(EH72>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH72))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL72+EK72, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+EL72+EK72, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN72-EO72>EO$11),(EN72-EO72-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV72*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ72+EY72, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+EZ72+EY72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ72)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU72)), 0)","v":0},{"$f":"FP72+'1-yr SBUH'!FP72","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:45:00",6.9500000000000006E-2,5.7916666666666672E-3,{"$f":"SUM(C$16:C73)","v":0.28868333333333329},0.28868333333333329,5.7916666666666949E-3,0.28868333333333329,5.7916666666666949E-3,0.28868333333333329,5.7916666666666949E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.28868333333333329,5.7916666666666949E-3,0.28868333333333329,5.7916666666666949E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.1359403429896843,4.5953817406194919E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB73+AA73, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+AB73+AA73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP73+AO73, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+AP73+AO73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ73>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ73-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD73+BC73, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+BD73+BC73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO73+BN73, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+BO73+BN73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ73+BY73, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+BZ73+BY73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK73+CJ73, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+CK73+CJ73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP73>=$CT$9), $CT$6+$CT$5+CM73, IF(AND($CO$5>0,CP73>CO$11),(CP73-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP73<$CT$9,0.66*$CR$8*(2*32.17*CY73*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM73+(CY73-CM73)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY73>0,(CY73/IF(CY73>$CT$6+$CT$5,$CT$6+$CT$5,CY73)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY73>0,(CY73/IF(CY73>$CT$6+$CT$5,$CT$6+$CT$5,CY73)),0)*CO$5/12/3600, IF(CP73<$CT$9,0.66*$CR$8*(2*32.17*CY73*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM73+(CY73-CM73)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC73+DB73, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+DC73+DB73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH73>=$DL$9), $DL$5+$DL$6+DE73, IF(AND(DG$5>0,DH73>DG$11),(DH73-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH73<$DL$9,0.66*DJ$8*(2*32.17*DQ73*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE73+(DQ73-DE73)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ73>0, (DQ73/IF(DQ73>$DL$6+$DL$5,$DL$6+$DL$5, DQ73)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ73>0, (DQ73/IF(DQ73>$DL$6+$DL$5,$DL$6+$DL$5, DQ73)), 0)*DG$5/12/3600, IF(DH73<$DL$9,0.66*DJ$8*(2*32.17*DQ73*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE73+(DQ73-DE73)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU73+DT73, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+DU73+DT73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ73-SUM(EB73:EC73))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH73>0,EH73/IF(EH73>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH73))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL73+EK73, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+EL73+EK73, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN73-EO73>EO$11),(EN73-EO73-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV73*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ73+EY73, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+EZ73+EY73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ73)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU73)), 0)","v":0},{"$f":"FP73+'1-yr SBUH'!FP73","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:50:00",7.0000000000000007E-2,5.8333333333333336E-3,{"$f":"SUM(C$16:C74)","v":0.29451666666666665},0.29451666666666665,5.833333333333357E-3,0.29451666666666665,5.833333333333357E-3,0.29451666666666665,5.833333333333357E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.29451666666666665,5.833333333333357E-3,0.29451666666666665,5.833333333333357E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.14059938226269988,4.6590392730155861E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB74+AA74, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+AB74+AA74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP74+AO74, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+AP74+AO74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ74>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ74-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD74+BC74, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+BD74+BC74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO74+BN74, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+BO74+BN74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ74+BY74, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+BZ74+BY74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK74+CJ74, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+CK74+CJ74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP74>=$CT$9), $CT$6+$CT$5+CM74, IF(AND($CO$5>0,CP74>CO$11),(CP74-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP74<$CT$9,0.66*$CR$8*(2*32.17*CY74*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM74+(CY74-CM74)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY74>0,(CY74/IF(CY74>$CT$6+$CT$5,$CT$6+$CT$5,CY74)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY74>0,(CY74/IF(CY74>$CT$6+$CT$5,$CT$6+$CT$5,CY74)),0)*CO$5/12/3600, IF(CP74<$CT$9,0.66*$CR$8*(2*32.17*CY74*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM74+(CY74-CM74)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC74+DB74, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+DC74+DB74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH74>=$DL$9), $DL$5+$DL$6+DE74, IF(AND(DG$5>0,DH74>DG$11),(DH74-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH74<$DL$9,0.66*DJ$8*(2*32.17*DQ74*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE74+(DQ74-DE74)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ74>0, (DQ74/IF(DQ74>$DL$6+$DL$5,$DL$6+$DL$5, DQ74)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ74>0, (DQ74/IF(DQ74>$DL$6+$DL$5,$DL$6+$DL$5, DQ74)), 0)*DG$5/12/3600, IF(DH74<$DL$9,0.66*DJ$8*(2*32.17*DQ74*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE74+(DQ74-DE74)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU74+DT74, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+DU74+DT74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ74-SUM(EB74:EC74))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH74>0,EH74/IF(EH74>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH74))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL74+EK74, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+EL74+EK74, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN74-EO74>EO$11),(EN74-EO74-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV74*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ74+EY74, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+EZ74+EY74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ74)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU74)), 0)","v":0},{"$f":"FP74+'1-yr SBUH'!FP74","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:55:00",7.0400000000000004E-2,5.8666666666666676E-3,{"$f":"SUM(C$16:C75)","v":0.30038333333333334},0.30038333333333334,5.8666666666666867E-3,0.30038333333333334,5.8666666666666867E-3,0.30038333333333334,5.8666666666666867E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.30038333333333334,5.8666666666666867E-3,0.30038333333333334,5.8666666666666867E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.14531484681936482,4.7154645566649389E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB75+AA75, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+AB75+AA75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP75+AO75, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+AP75+AO75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ75>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ75-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD75+BC75, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+BD75+BC75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO75+BN75, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+BO75+BN75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ75+BY75, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+BZ75+BY75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK75+CJ75, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+CK75+CJ75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP75>=$CT$9), $CT$6+$CT$5+CM75, IF(AND($CO$5>0,CP75>CO$11),(CP75-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP75<$CT$9,0.66*$CR$8*(2*32.17*CY75*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM75+(CY75-CM75)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY75>0,(CY75/IF(CY75>$CT$6+$CT$5,$CT$6+$CT$5,CY75)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY75>0,(CY75/IF(CY75>$CT$6+$CT$5,$CT$6+$CT$5,CY75)),0)*CO$5/12/3600, IF(CP75<$CT$9,0.66*$CR$8*(2*32.17*CY75*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM75+(CY75-CM75)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC75+DB75, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+DC75+DB75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH75>=$DL$9), $DL$5+$DL$6+DE75, IF(AND(DG$5>0,DH75>DG$11),(DH75-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH75<$DL$9,0.66*DJ$8*(2*32.17*DQ75*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE75+(DQ75-DE75)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ75>0, (DQ75/IF(DQ75>$DL$6+$DL$5,$DL$6+$DL$5, DQ75)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ75>0, (DQ75/IF(DQ75>$DL$6+$DL$5,$DL$6+$DL$5, DQ75)), 0)*DG$5/12/3600, IF(DH75<$DL$9,0.66*DJ$8*(2*32.17*DQ75*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE75+(DQ75-DE75)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU75+DT75, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+DU75+DT75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ75-SUM(EB75:EC75))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH75>0,EH75/IF(EH75>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH75))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL75+EK75, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+EL75+EK75, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN75-EO75>EO$11),(EN75-EO75-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV75*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ75+EY75, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+EZ75+EY75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ75)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU75)), 0)","v":0},{"$f":"FP75+'1-yr SBUH'!FP75","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:00:00",7.0800000000000002E-2,5.8999999999999999E-3,{"$f":"SUM(C$16:C76)","v":0.30628333333333335},0.30628333333333335,5.9000000000000163E-3,0.30628333333333335,5.9000000000000163E-3,0.30628333333333335,5.9000000000000163E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.30628333333333335,5.9000000000000163E-3,0.30628333333333335,5.9000000000000163E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.15008611628068086,4.7712694613160356E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB76+AA76, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+AB76+AA76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP76+AO76, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+AP76+AO76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ76>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ76-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD76+BC76, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+BD76+BC76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO76+BN76, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+BO76+BN76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ76+BY76, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+BZ76+BY76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK76+CJ76, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+CK76+CJ76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP76>=$CT$9), $CT$6+$CT$5+CM76, IF(AND($CO$5>0,CP76>CO$11),(CP76-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP76<$CT$9,0.66*$CR$8*(2*32.17*CY76*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM76+(CY76-CM76)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY76>0,(CY76/IF(CY76>$CT$6+$CT$5,$CT$6+$CT$5,CY76)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY76>0,(CY76/IF(CY76>$CT$6+$CT$5,$CT$6+$CT$5,CY76)),0)*CO$5/12/3600, IF(CP76<$CT$9,0.66*$CR$8*(2*32.17*CY76*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM76+(CY76-CM76)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC76+DB76, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+DC76+DB76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH76>=$DL$9), $DL$5+$DL$6+DE76, IF(AND(DG$5>0,DH76>DG$11),(DH76-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH76<$DL$9,0.66*DJ$8*(2*32.17*DQ76*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE76+(DQ76-DE76)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ76>0, (DQ76/IF(DQ76>$DL$6+$DL$5,$DL$6+$DL$5, DQ76)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ76>0, (DQ76/IF(DQ76>$DL$6+$DL$5,$DL$6+$DL$5, DQ76)), 0)*DG$5/12/3600, IF(DH76<$DL$9,0.66*DJ$8*(2*32.17*DQ76*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE76+(DQ76-DE76)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU76+DT76, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+DU76+DT76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ76-SUM(EB76:EC76))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH76>0,EH76/IF(EH76>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH76))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL76+EK76, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+EL76+EK76, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN76-EO76>EO$11),(EN76-EO76-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV76*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ76+EY76, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+EZ76+EY76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ76)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU76)), 0)","v":0},{"$f":"FP76+'1-yr SBUH'!FP76","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:05:00",7.1199999999999999E-2,5.933333333333333E-3,{"$f":"SUM(C$16:C77)","v":0.3122166666666667},0.3122166666666667,5.933333333333346E-3,0.3122166666666667,5.933333333333346E-3,0.3122166666666667,5.933333333333346E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.3122166666666667,5.933333333333346E-3,0.3122166666666667,5.933333333333346E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.15491259152034084,4.826475239659983E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB77+AA77, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+AB77+AA77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP77+AO77, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+AP77+AO77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ77>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ77-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD77+BC77, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+BD77+BC77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO77+BN77, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+BO77+BN77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ77+BY77, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+BZ77+BY77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK77+CJ77, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+CK77+CJ77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP77>=$CT$9), $CT$6+$CT$5+CM77, IF(AND($CO$5>0,CP77>CO$11),(CP77-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP77<$CT$9,0.66*$CR$8*(2*32.17*CY77*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM77+(CY77-CM77)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY77>0,(CY77/IF(CY77>$CT$6+$CT$5,$CT$6+$CT$5,CY77)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY77>0,(CY77/IF(CY77>$CT$6+$CT$5,$CT$6+$CT$5,CY77)),0)*CO$5/12/3600, IF(CP77<$CT$9,0.66*$CR$8*(2*32.17*CY77*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM77+(CY77-CM77)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC77+DB77, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+DC77+DB77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH77>=$DL$9), $DL$5+$DL$6+DE77, IF(AND(DG$5>0,DH77>DG$11),(DH77-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH77<$DL$9,0.66*DJ$8*(2*32.17*DQ77*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE77+(DQ77-DE77)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ77>0, (DQ77/IF(DQ77>$DL$6+$DL$5,$DL$6+$DL$5, DQ77)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ77>0, (DQ77/IF(DQ77>$DL$6+$DL$5,$DL$6+$DL$5, DQ77)), 0)*DG$5/12/3600, IF(DH77<$DL$9,0.66*DJ$8*(2*32.17*DQ77*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE77+(DQ77-DE77)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU77+DT77, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+DU77+DT77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ77-SUM(EB77:EC77))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH77>0,EH77/IF(EH77>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH77))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL77+EK77, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+EL77+EK77, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN77-EO77>EO$11),(EN77-EO77-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV77*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ77+EY77, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+EZ77+EY77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ77)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU77)), 0)","v":0},{"$f":"FP77+'1-yr SBUH'!FP77","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:10:00",7.17E-2,5.9749999999999994E-3,{"$f":"SUM(C$16:C78)","v":0.31819166666666671},0.31819166666666671,5.9750000000000081E-3,0.31819166666666671,5.9750000000000081E-3,0.31819166666666671,5.9750000000000081E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.31819166666666671,5.9750000000000081E-3,0.31819166666666671,5.9750000000000081E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.15980052977504877,4.8879382547079298E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB78+AA78, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+AB78+AA78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP78+AO78, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+AP78+AO78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ78>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ78-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD78+BC78, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+BD78+BC78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO78+BN78, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+BO78+BN78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ78+BY78, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+BZ78+BY78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK78+CJ78, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+CK78+CJ78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP78>=$CT$9), $CT$6+$CT$5+CM78, IF(AND($CO$5>0,CP78>CO$11),(CP78-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP78<$CT$9,0.66*$CR$8*(2*32.17*CY78*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM78+(CY78-CM78)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY78>0,(CY78/IF(CY78>$CT$6+$CT$5,$CT$6+$CT$5,CY78)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY78>0,(CY78/IF(CY78>$CT$6+$CT$5,$CT$6+$CT$5,CY78)),0)*CO$5/12/3600, IF(CP78<$CT$9,0.66*$CR$8*(2*32.17*CY78*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM78+(CY78-CM78)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC78+DB78, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+DC78+DB78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH78>=$DL$9), $DL$5+$DL$6+DE78, IF(AND(DG$5>0,DH78>DG$11),(DH78-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH78<$DL$9,0.66*DJ$8*(2*32.17*DQ78*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE78+(DQ78-DE78)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ78>0, (DQ78/IF(DQ78>$DL$6+$DL$5,$DL$6+$DL$5, DQ78)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ78>0, (DQ78/IF(DQ78>$DL$6+$DL$5,$DL$6+$DL$5, DQ78)), 0)*DG$5/12/3600, IF(DH78<$DL$9,0.66*DJ$8*(2*32.17*DQ78*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE78+(DQ78-DE78)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU78+DT78, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+DU78+DT78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ78-SUM(EB78:EC78))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH78>0,EH78/IF(EH78>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH78))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL78+EK78, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+EL78+EK78, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN78-EO78>EO$11),(EN78-EO78-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV78*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ78+EY78, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+EZ78+EY78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ78)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU78)), 0)","v":0},{"$f":"FP78+'1-yr SBUH'!FP78","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:15:00",7.2099999999999997E-2,6.0083333333333334E-3,{"$f":"SUM(C$16:C79)","v":0.32420000000000004},0.32420000000000004,6.0083333333333377E-3,0.32420000000000004,6.0083333333333377E-3,0.32420000000000004,6.0083333333333377E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.32420000000000004,6.0083333333333377E-3,0.32420000000000004,6.0083333333333377E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.1647426091259756,4.9420793509268313E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB79+AA79, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+AB79+AA79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP79+AO79, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+AP79+AO79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ79>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ79-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD79+BC79, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+BD79+BC79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO79+BN79, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+BO79+BN79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ79+BY79, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+BZ79+BY79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK79+CJ79, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+CK79+CJ79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP79>=$CT$9), $CT$6+$CT$5+CM79, IF(AND($CO$5>0,CP79>CO$11),(CP79-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP79<$CT$9,0.66*$CR$8*(2*32.17*CY79*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM79+(CY79-CM79)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY79>0,(CY79/IF(CY79>$CT$6+$CT$5,$CT$6+$CT$5,CY79)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY79>0,(CY79/IF(CY79>$CT$6+$CT$5,$CT$6+$CT$5,CY79)),0)*CO$5/12/3600, IF(CP79<$CT$9,0.66*$CR$8*(2*32.17*CY79*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM79+(CY79-CM79)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC79+DB79, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+DC79+DB79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH79>=$DL$9), $DL$5+$DL$6+DE79, IF(AND(DG$5>0,DH79>DG$11),(DH79-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH79<$DL$9,0.66*DJ$8*(2*32.17*DQ79*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE79+(DQ79-DE79)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ79>0, (DQ79/IF(DQ79>$DL$6+$DL$5,$DL$6+$DL$5, DQ79)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ79>0, (DQ79/IF(DQ79>$DL$6+$DL$5,$DL$6+$DL$5, DQ79)), 0)*DG$5/12/3600, IF(DH79<$DL$9,0.66*DJ$8*(2*32.17*DQ79*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE79+(DQ79-DE79)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU79+DT79, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+DU79+DT79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ79-SUM(EB79:EC79))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH79>0,EH79/IF(EH79>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH79))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL79+EK79, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+EL79+EK79, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN79-EO79>EO$11),(EN79-EO79-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV79*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ79+EY79, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+EZ79+EY79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ79)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU79)), 0)","v":0},{"$f":"FP79+'1-yr SBUH'!FP79","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:20:00",7.2599999999999998E-2,6.0499999999999998E-3,{"$f":"SUM(C$16:C80)","v":0.33025000000000004},0.33025000000000004,6.0499999999999998E-3,0.33025000000000004,6.0499999999999998E-3,{"$f":"IF($D80-0.2*$H$6>0,($D80-0.2*$H$6)^2/($D80+0.8*$H$6),0)","v":0.33025000000000004},6.0499999999999998E-3,{"$error":"#DIV/0!"},{"$f":"K80/12*I$4/($B$5*60)","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$f":"IF($D80-0.2*$O$6>0,($D80-0.2*$O$6)^2/($D80+0.8*$O$6),0)","v":0.33025000000000004},6.0499999999999998E-3,0.33025000000000004,6.0499999999999998E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$f":"IF($D80-0.2*$Q$6>0,($D80-0.2*$Q$6)^2/($D80+0.8*$Q$6),0)","v":0.16974519391542262},5.0025847894470121E-3,{"$f":"U80/12*$Q$4/$B$6","v":0},0,0,{"$f":"X80/12*$R$4/$B$6","v":0},0,{"$f":"IF($T$9>0,$S80/$T$9*AF$2,0)","v":0},{"$f":"IF($Q$4>0,(AF$3+AF$5)/$Q$4*$W80,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB80+AA80, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY80))+AB80+AA80, 0)),0)","v":0},{"$f":"IF($AF$5>0,AF80/$AF$5,0)","v":0},0,0,0,{"$f":"IF(AE80>$AH$5,AE80-$AH$5,0)","v":0},{"$f":"IF(AG$8<=AG80, AG$8,AG80)","v":0},0,0,0,0,0,{"$f":"IF($T$9>0,$S80/$T$9*AS$2,0)","v":0},{"$f":"IF($Q$4>0,(AS$3)/$Q$4*$W80,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP80+AO80, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY80))+AP80+AO80, 0)),0)","v":0},0,{"$f":"IF(AR80>($AS$6+$AS$7),AR80-($AS$6+$AS$7),0)","v":0},0,{"$f":"IF(AT$9<=AR80-AS80-AT80, AT$9,AR80-AS80-AT80)","v":0},{"$f":"IF(BA80*$B$6<=AR80-AS80-AT80-AU80, IF(AND(AR80-(BA80*$B$6)<$AS$6,BA80>0), AR80-$AS$6, 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IF(EE80+($EA$3*$B$6)>$EA$7, $EA$7, EE80+($EA$3*$B$6)), IF(EE80+DY80+(DV81*$B$6)>$EA$7, $EA$7, EE80+DY80+(DV81*$B$6)))))","v":0},0,0,0,0,0,{"$f":"ED81/$B$6","v":0},0,{"$f":"IF(DX$5>0,(DZ81-SUM(EB81:EC81))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH81>0,EH81/IF(EH81>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH81))*DX$5/12/3600)","v":0},{"$f":"EI81*$B$6","v":0},0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL81+EK81, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY81))+EL81+EK81, 0)),0)","v":0},0,0,{"$f":"EX81","v":0},0,0,0,{"$f":"EP81/$B$6","v":0},{"$f":"EO81/$B$6","v":0},{"$f":"IF(AND(EO$5>0,EN81-EO81>EO$11),(EN81-EO81-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing 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Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY82))+CK82+CJ82, 0)),0)","v":0},0,0,{"$f":"CN82-CQ82","v":0},0,0,0,0,0,0,{"$f":"CP82-SUM(CR82:CU82)","v":0},{"$f":"CS82/$B$6","v":0},{"$f":"CQ82/$B$6","v":0},{"$f":"IF(AND($CO$5>0, CP82>=$CT$9), $CT$6+$CT$5+CM82, IF(AND($CO$5>0,CP82>CO$11),(CP82-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP82<$CT$9,0.66*$CR$8*(2*32.17*CY82*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM82+(CY82-CM82)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY82>0,(CY82/IF(CY82>$CT$6+$CT$5,$CT$6+$CT$5,CY82)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY82>0,(CY82/IF(CY82>$CT$6+$CT$5,$CT$6+$CT$5,CY82)),0)*CO$5/12/3600, IF(CP82<$CT$9,0.66*$CR$8*(2*32.17*CY82*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM82+(CY82-CM82)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain 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Calculator'!$N$22=\"Vegetated Roof\", DU82+DT82, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY82))+DU82+DT82, 0)),0)","v":0},0,0,{"$f":"DX82-EA82","v":0},0,0,0,0,{"$f":"IF(EI82*$B$6<=DZ82-EB82-EC82, EI82*$B$6,DZ82-EB82-EC82)","v":0},{"$f":"DZ82-SUM(EB82:ED82)","v":0},0,{"$f":"EA82/$B$6","v":0},{"$f":"IF(DX$5>0,(DZ82-SUM(EB82:EC82))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH82>0,EH82/IF(EH82>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH82))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL82+EK82, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY82))+EL82+EK82, 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HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+AP83+AO83, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ83>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ83-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD83+BC83, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+BD83+BC83, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO83+BN83, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+BO83+BN83, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ83+BY83, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+BZ83+BY83, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK83+CJ83, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+CK83+CJ83, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP83>=$CT$9), $CT$6+$CT$5+CM83, IF(AND($CO$5>0,CP83>CO$11),(CP83-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP83<$CT$9,0.66*$CR$8*(2*32.17*CY83*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM83+(CY83-CM83)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY83>0,(CY83/IF(CY83>$CT$6+$CT$5,$CT$6+$CT$5,CY83)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY83>0,(CY83/IF(CY83>$CT$6+$CT$5,$CT$6+$CT$5,CY83)),0)*CO$5/12/3600, IF(CP83<$CT$9,0.66*$CR$8*(2*32.17*CY83*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM83+(CY83-CM83)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC83+DB83, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+DC83+DB83, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH83>=$DL$9), $DL$5+$DL$6+DE83, IF(AND(DG$5>0,DH83>DG$11),(DH83-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH83<$DL$9,0.66*DJ$8*(2*32.17*DQ83*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE83+(DQ83-DE83)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ83>0, (DQ83/IF(DQ83>$DL$6+$DL$5,$DL$6+$DL$5, DQ83)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ83>0, (DQ83/IF(DQ83>$DL$6+$DL$5,$DL$6+$DL$5, DQ83)), 0)*DG$5/12/3600, IF(DH83<$DL$9,0.66*DJ$8*(2*32.17*DQ83*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE83+(DQ83-DE83)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU83+DT83, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+DU83+DT83, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ83-SUM(EB83:EC83))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH83>0,EH83/IF(EH83>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH83))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL83+EK83, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+EL83+EK83, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN83-EO83>EO$11),(EN83-EO83-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV83*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ83+EY83, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+EZ83+EY83, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ83)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU83)), 0)","v":0},{"$f":"FP83+'1-yr SBUH'!FP83","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:40:00",7.4499999999999997E-2,6.2083333333333331E-3,{"$f":"SUM(C$16:C84)","v":0.35484166666666667},0.35484166666666661,6.2083333333332602E-3,0.35484166666666661,6.2083333333332602E-3,0.35484166666666661,6.2083333333332602E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.35484166666666661,6.2083333333332602E-3,0.35484166666666661,6.2083333333332602E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.19033118530852619,5.2333898197161333E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB84+AA84, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+AB84+AA84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP84+AO84, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+AP84+AO84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ84>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ84-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD84+BC84, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+BD84+BC84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO84+BN84, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+BO84+BN84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ84+BY84, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+BZ84+BY84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK84+CJ84, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+CK84+CJ84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP84>=$CT$9), $CT$6+$CT$5+CM84, IF(AND($CO$5>0,CP84>CO$11),(CP84-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP84<$CT$9,0.66*$CR$8*(2*32.17*CY84*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM84+(CY84-CM84)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY84>0,(CY84/IF(CY84>$CT$6+$CT$5,$CT$6+$CT$5,CY84)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY84>0,(CY84/IF(CY84>$CT$6+$CT$5,$CT$6+$CT$5,CY84)),0)*CO$5/12/3600, IF(CP84<$CT$9,0.66*$CR$8*(2*32.17*CY84*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM84+(CY84-CM84)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC84+DB84, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+DC84+DB84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH84>=$DL$9), $DL$5+$DL$6+DE84, IF(AND(DG$5>0,DH84>DG$11),(DH84-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH84<$DL$9,0.66*DJ$8*(2*32.17*DQ84*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE84+(DQ84-DE84)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ84>0, (DQ84/IF(DQ84>$DL$6+$DL$5,$DL$6+$DL$5, DQ84)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ84>0, (DQ84/IF(DQ84>$DL$6+$DL$5,$DL$6+$DL$5, DQ84)), 0)*DG$5/12/3600, IF(DH84<$DL$9,0.66*DJ$8*(2*32.17*DQ84*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE84+(DQ84-DE84)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU84+DT84, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+DU84+DT84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ84-SUM(EB84:EC84))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH84>0,EH84/IF(EH84>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH84))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL84+EK84, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+EL84+EK84, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN84-EO84>EO$11),(EN84-EO84-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV84*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ84+EY84, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+EZ84+EY84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ84)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU84)), 0)","v":0},{"$f":"FP84+'1-yr SBUH'!FP84","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:45:00",7.4999999999999997E-2,6.2500000000000003E-3,{"$f":"SUM(C$16:C85)","v":0.36109166666666664},0.36109166666666664,6.2500000000000333E-3,0.36109166666666664,6.2500000000000333E-3,0.36109166666666664,6.2500000000000333E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.36109166666666664,6.2500000000000333E-3,0.36109166666666664,6.2500000000000333E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.19562301794834566,5.2918326398194715E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB85+AA85, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+AB85+AA85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP85+AO85, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+AP85+AO85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ85>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ85-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD85+BC85, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+BD85+BC85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO85+BN85, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+BO85+BN85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ85+BY85, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+BZ85+BY85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK85+CJ85, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+CK85+CJ85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP85>=$CT$9), $CT$6+$CT$5+CM85, IF(AND($CO$5>0,CP85>CO$11),(CP85-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP85<$CT$9,0.66*$CR$8*(2*32.17*CY85*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM85+(CY85-CM85)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY85>0,(CY85/IF(CY85>$CT$6+$CT$5,$CT$6+$CT$5,CY85)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY85>0,(CY85/IF(CY85>$CT$6+$CT$5,$CT$6+$CT$5,CY85)),0)*CO$5/12/3600, IF(CP85<$CT$9,0.66*$CR$8*(2*32.17*CY85*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM85+(CY85-CM85)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC85+DB85, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+DC85+DB85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH85>=$DL$9), $DL$5+$DL$6+DE85, IF(AND(DG$5>0,DH85>DG$11),(DH85-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH85<$DL$9,0.66*DJ$8*(2*32.17*DQ85*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE85+(DQ85-DE85)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ85>0, (DQ85/IF(DQ85>$DL$6+$DL$5,$DL$6+$DL$5, DQ85)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ85>0, (DQ85/IF(DQ85>$DL$6+$DL$5,$DL$6+$DL$5, DQ85)), 0)*DG$5/12/3600, IF(DH85<$DL$9,0.66*DJ$8*(2*32.17*DQ85*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE85+(DQ85-DE85)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU85+DT85, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+DU85+DT85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ85-SUM(EB85:EC85))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH85>0,EH85/IF(EH85>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH85))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL85+EK85, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+EL85+EK85, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN85-EO85>EO$11),(EN85-EO85-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV85*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ85+EY85, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+EZ85+EY85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ85)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU85)), 0)","v":0},{"$f":"FP85+'1-yr SBUH'!FP85","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:50:00",7.5499999999999998E-2,6.2916666666666668E-3,{"$f":"SUM(C$16:C86)","v":0.36738333333333328},0.36738333333333328,6.2916666666666399E-3,0.36738333333333328,6.2916666666666399E-3,0.36738333333333328,6.2916666666666399E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.36738333333333328,6.2916666666666399E-3,0.36738333333333328,6.2916666666666399E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.20097292634437272,5.3499083960270588E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB86+AA86, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+AB86+AA86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP86+AO86, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+AP86+AO86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ86>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ86-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD86+BC86, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+BD86+BC86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO86+BN86, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+BO86+BN86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ86+BY86, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+BZ86+BY86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK86+CJ86, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+CK86+CJ86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP86>=$CT$9), $CT$6+$CT$5+CM86, IF(AND($CO$5>0,CP86>CO$11),(CP86-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP86<$CT$9,0.66*$CR$8*(2*32.17*CY86*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM86+(CY86-CM86)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY86>0,(CY86/IF(CY86>$CT$6+$CT$5,$CT$6+$CT$5,CY86)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY86>0,(CY86/IF(CY86>$CT$6+$CT$5,$CT$6+$CT$5,CY86)),0)*CO$5/12/3600, IF(CP86<$CT$9,0.66*$CR$8*(2*32.17*CY86*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM86+(CY86-CM86)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC86+DB86, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+DC86+DB86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH86>=$DL$9), $DL$5+$DL$6+DE86, IF(AND(DG$5>0,DH86>DG$11),(DH86-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH86<$DL$9,0.66*DJ$8*(2*32.17*DQ86*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE86+(DQ86-DE86)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ86>0, (DQ86/IF(DQ86>$DL$6+$DL$5,$DL$6+$DL$5, DQ86)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ86>0, (DQ86/IF(DQ86>$DL$6+$DL$5,$DL$6+$DL$5, DQ86)), 0)*DG$5/12/3600, IF(DH86<$DL$9,0.66*DJ$8*(2*32.17*DQ86*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE86+(DQ86-DE86)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU86+DT86, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+DU86+DT86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ86-SUM(EB86:EC86))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH86>0,EH86/IF(EH86>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH86))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL86+EK86, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+EL86+EK86, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN86-EO86>EO$11),(EN86-EO86-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV86*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ86+EY86, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+EZ86+EY86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ86)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU86)), 0)","v":0},{"$f":"FP86+'1-yr SBUH'!FP86","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:55:00",7.6100000000000001E-2,6.3416666666666665E-3,{"$f":"SUM(C$16:C87)","v":0.37372499999999997},0.37372499999999997,6.3416666666666899E-3,0.37372499999999997,6.3416666666666899E-3,0.37372499999999997,6.3416666666666899E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.37372499999999997,6.3416666666666899E-3,0.37372499999999997,6.3416666666666899E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.20638768262210594,5.4147562777332181E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB87+AA87, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+AB87+AA87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP87+AO87, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+AP87+AO87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ87>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ87-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD87+BC87, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+BD87+BC87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO87+BN87, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+BO87+BN87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ87+BY87, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+BZ87+BY87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK87+CJ87, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+CK87+CJ87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP87>=$CT$9), $CT$6+$CT$5+CM87, IF(AND($CO$5>0,CP87>CO$11),(CP87-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP87<$CT$9,0.66*$CR$8*(2*32.17*CY87*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM87+(CY87-CM87)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY87>0,(CY87/IF(CY87>$CT$6+$CT$5,$CT$6+$CT$5,CY87)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY87>0,(CY87/IF(CY87>$CT$6+$CT$5,$CT$6+$CT$5,CY87)),0)*CO$5/12/3600, IF(CP87<$CT$9,0.66*$CR$8*(2*32.17*CY87*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM87+(CY87-CM87)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC87+DB87, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+DC87+DB87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH87>=$DL$9), $DL$5+$DL$6+DE87, IF(AND(DG$5>0,DH87>DG$11),(DH87-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH87<$DL$9,0.66*DJ$8*(2*32.17*DQ87*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE87+(DQ87-DE87)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ87>0, (DQ87/IF(DQ87>$DL$6+$DL$5,$DL$6+$DL$5, DQ87)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ87>0, (DQ87/IF(DQ87>$DL$6+$DL$5,$DL$6+$DL$5, DQ87)), 0)*DG$5/12/3600, IF(DH87<$DL$9,0.66*DJ$8*(2*32.17*DQ87*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE87+(DQ87-DE87)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU87+DT87, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+DU87+DT87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ87-SUM(EB87:EC87))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH87>0,EH87/IF(EH87>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH87))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL87+EK87, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+EL87+EK87, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN87-EO87>EO$11),(EN87-EO87-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV87*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ87+EY87, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+EZ87+EY87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ87)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU87)), 0)","v":0},{"$f":"FP87+'1-yr SBUH'!FP87","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:00:00",7.6600000000000001E-2,6.3833333333333337E-3,{"$f":"SUM(C$16:C88)","v":0.38010833333333333},0.38010833333333333,6.383333333333352E-3,0.38010833333333333,6.383333333333352E-3,0.38010833333333333,6.383333333333352E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.38010833333333333,6.383333333333352E-3,0.38010833333333333,6.383333333333352E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.21185986496421808,5.4721823421121363E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB88+AA88, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+AB88+AA88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP88+AO88, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+AP88+AO88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ88>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ88-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD88+BC88, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+BD88+BC88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO88+BN88, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+BO88+BN88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ88+BY88, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+BZ88+BY88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK88+CJ88, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+CK88+CJ88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP88>=$CT$9), $CT$6+$CT$5+CM88, IF(AND($CO$5>0,CP88>CO$11),(CP88-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP88<$CT$9,0.66*$CR$8*(2*32.17*CY88*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM88+(CY88-CM88)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY88>0,(CY88/IF(CY88>$CT$6+$CT$5,$CT$6+$CT$5,CY88)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY88>0,(CY88/IF(CY88>$CT$6+$CT$5,$CT$6+$CT$5,CY88)),0)*CO$5/12/3600, IF(CP88<$CT$9,0.66*$CR$8*(2*32.17*CY88*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM88+(CY88-CM88)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC88+DB88, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+DC88+DB88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH88>=$DL$9), $DL$5+$DL$6+DE88, IF(AND(DG$5>0,DH88>DG$11),(DH88-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH88<$DL$9,0.66*DJ$8*(2*32.17*DQ88*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE88+(DQ88-DE88)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ88>0, (DQ88/IF(DQ88>$DL$6+$DL$5,$DL$6+$DL$5, DQ88)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ88>0, (DQ88/IF(DQ88>$DL$6+$DL$5,$DL$6+$DL$5, DQ88)), 0)*DG$5/12/3600, IF(DH88<$DL$9,0.66*DJ$8*(2*32.17*DQ88*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE88+(DQ88-DE88)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU88+DT88, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+DU88+DT88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ88-SUM(EB88:EC88))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH88>0,EH88/IF(EH88>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH88))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL88+EK88, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+EL88+EK88, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN88-EO88>EO$11),(EN88-EO88-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV88*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ88+EY88, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+EZ88+EY88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ88)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU88)), 0)","v":0},{"$f":"FP88+'1-yr SBUH'!FP88","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:05:00",7.7200000000000005E-2,6.4333333333333334E-3,{"$f":"SUM(C$16:C89)","v":0.38654166666666667},0.38654166666666667,6.4333333333333464E-3,0.38654166666666667,6.4333333333333464E-3,0.38654166666666667,6.4333333333333464E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.38654166666666667,6.4333333333333464E-3,0.38654166666666667,6.4333333333333464E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.21739631675794713,5.5364517937290525E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB89+AA89, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+AB89+AA89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP89+AO89, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+AP89+AO89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ89>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ89-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD89+BC89, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+BD89+BC89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO89+BN89, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+BO89+BN89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ89+BY89, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+BZ89+BY89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK89+CJ89, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+CK89+CJ89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP89>=$CT$9), $CT$6+$CT$5+CM89, IF(AND($CO$5>0,CP89>CO$11),(CP89-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP89<$CT$9,0.66*$CR$8*(2*32.17*CY89*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM89+(CY89-CM89)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY89>0,(CY89/IF(CY89>$CT$6+$CT$5,$CT$6+$CT$5,CY89)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY89>0,(CY89/IF(CY89>$CT$6+$CT$5,$CT$6+$CT$5,CY89)),0)*CO$5/12/3600, IF(CP89<$CT$9,0.66*$CR$8*(2*32.17*CY89*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM89+(CY89-CM89)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC89+DB89, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+DC89+DB89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH89>=$DL$9), $DL$5+$DL$6+DE89, IF(AND(DG$5>0,DH89>DG$11),(DH89-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH89<$DL$9,0.66*DJ$8*(2*32.17*DQ89*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE89+(DQ89-DE89)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ89>0, (DQ89/IF(DQ89>$DL$6+$DL$5,$DL$6+$DL$5, DQ89)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ89>0, (DQ89/IF(DQ89>$DL$6+$DL$5,$DL$6+$DL$5, DQ89)), 0)*DG$5/12/3600, IF(DH89<$DL$9,0.66*DJ$8*(2*32.17*DQ89*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE89+(DQ89-DE89)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU89+DT89, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+DU89+DT89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ89-SUM(EB89:EC89))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH89>0,EH89/IF(EH89>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH89))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL89+EK89, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+EL89+EK89, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN89-EO89>EO$11),(EN89-EO89-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV89*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ89+EY89, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+EZ89+EY89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ89)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU89)), 0)","v":0},{"$f":"FP89+'1-yr SBUH'!FP89","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:10:00",7.7700000000000005E-2,6.4749999999999999E-3,{"$f":"SUM(C$16:C90)","v":0.39301666666666668},0.39301666666666668,6.4750000000000085E-3,0.39301666666666668,6.4750000000000085E-3,0.39301666666666668,6.4750000000000085E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.39301666666666668,6.4750000000000085E-3,0.39301666666666668,6.4750000000000085E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.22298957302176955,5.593256263822427E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB90+AA90, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+AB90+AA90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP90+AO90, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+AP90+AO90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ90>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ90-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD90+BC90, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+BD90+BC90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO90+BN90, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+BO90+BN90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ90+BY90, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+BZ90+BY90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK90+CJ90, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+CK90+CJ90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP90>=$CT$9), $CT$6+$CT$5+CM90, IF(AND($CO$5>0,CP90>CO$11),(CP90-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP90<$CT$9,0.66*$CR$8*(2*32.17*CY90*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM90+(CY90-CM90)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY90>0,(CY90/IF(CY90>$CT$6+$CT$5,$CT$6+$CT$5,CY90)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY90>0,(CY90/IF(CY90>$CT$6+$CT$5,$CT$6+$CT$5,CY90)),0)*CO$5/12/3600, IF(CP90<$CT$9,0.66*$CR$8*(2*32.17*CY90*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM90+(CY90-CM90)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC90+DB90, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+DC90+DB90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH90>=$DL$9), $DL$5+$DL$6+DE90, IF(AND(DG$5>0,DH90>DG$11),(DH90-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH90<$DL$9,0.66*DJ$8*(2*32.17*DQ90*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE90+(DQ90-DE90)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ90>0, (DQ90/IF(DQ90>$DL$6+$DL$5,$DL$6+$DL$5, DQ90)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ90>0, (DQ90/IF(DQ90>$DL$6+$DL$5,$DL$6+$DL$5, DQ90)), 0)*DG$5/12/3600, IF(DH90<$DL$9,0.66*DJ$8*(2*32.17*DQ90*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE90+(DQ90-DE90)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU90+DT90, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+DU90+DT90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ90-SUM(EB90:EC90))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH90>0,EH90/IF(EH90>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH90))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL90+EK90, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+EL90+EK90, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN90-EO90>EO$11),(EN90-EO90-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV90*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ90+EY90, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+EZ90+EY90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ90)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU90)), 0)","v":0},{"$f":"FP90+'1-yr SBUH'!FP90","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:15:00",7.8299999999999995E-2,6.5249999999999996E-3,{"$f":"SUM(C$16:C91)","v":0.39954166666666668},0.39954166666666668,6.525000000000003E-3,0.39954166666666668,6.525000000000003E-3,0.39954166666666668,6.525000000000003E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.39954166666666668,6.525000000000003E-3,0.39954166666666668,6.525000000000003E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.22864654469010287,5.656971668333316E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB91+AA91, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+AB91+AA91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP91+AO91, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+AP91+AO91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ91>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ91-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD91+BC91, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+BD91+BC91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO91+BN91, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+BO91+BN91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ91+BY91, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+BZ91+BY91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK91+CJ91, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+CK91+CJ91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP91>=$CT$9), $CT$6+$CT$5+CM91, IF(AND($CO$5>0,CP91>CO$11),(CP91-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP91<$CT$9,0.66*$CR$8*(2*32.17*CY91*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM91+(CY91-CM91)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY91>0,(CY91/IF(CY91>$CT$6+$CT$5,$CT$6+$CT$5,CY91)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY91>0,(CY91/IF(CY91>$CT$6+$CT$5,$CT$6+$CT$5,CY91)),0)*CO$5/12/3600, IF(CP91<$CT$9,0.66*$CR$8*(2*32.17*CY91*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM91+(CY91-CM91)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC91+DB91, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+DC91+DB91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH91>=$DL$9), $DL$5+$DL$6+DE91, IF(AND(DG$5>0,DH91>DG$11),(DH91-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH91<$DL$9,0.66*DJ$8*(2*32.17*DQ91*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE91+(DQ91-DE91)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ91>0, (DQ91/IF(DQ91>$DL$6+$DL$5,$DL$6+$DL$5, DQ91)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ91>0, (DQ91/IF(DQ91>$DL$6+$DL$5,$DL$6+$DL$5, DQ91)), 0)*DG$5/12/3600, IF(DH91<$DL$9,0.66*DJ$8*(2*32.17*DQ91*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE91+(DQ91-DE91)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU91+DT91, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+DU91+DT91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ91-SUM(EB91:EC91))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH91>0,EH91/IF(EH91>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH91))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL91+EK91, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+EL91+EK91, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN91-EO91>EO$11),(EN91-EO91-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV91*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ91+EY91, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+EZ91+EY91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ91)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU91)), 0)","v":0},{"$f":"FP91+'1-yr SBUH'!FP91","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:20:00",7.8899999999999998E-2,6.5749999999999992E-3,{"$f":"SUM(C$16:C92)","v":0.40611666666666668},0.40611666666666668,6.5749999999999975E-3,0.40611666666666668,6.5749999999999975E-3,0.40611666666666668,6.5749999999999975E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.40611666666666668,6.5749999999999975E-3,0.40611666666666668,6.5749999999999975E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.23436698891227714,5.7204442221742702E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB92+AA92, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+AB92+AA92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP92+AO92, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+AP92+AO92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ92>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ92-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD92+BC92, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+BD92+BC92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO92+BN92, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+BO92+BN92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ92+BY92, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+BZ92+BY92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK92+CJ92, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+CK92+CJ92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP92>=$CT$9), $CT$6+$CT$5+CM92, IF(AND($CO$5>0,CP92>CO$11),(CP92-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP92<$CT$9,0.66*$CR$8*(2*32.17*CY92*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM92+(CY92-CM92)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY92>0,(CY92/IF(CY92>$CT$6+$CT$5,$CT$6+$CT$5,CY92)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY92>0,(CY92/IF(CY92>$CT$6+$CT$5,$CT$6+$CT$5,CY92)),0)*CO$5/12/3600, IF(CP92<$CT$9,0.66*$CR$8*(2*32.17*CY92*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM92+(CY92-CM92)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC92+DB92, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+DC92+DB92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH92>=$DL$9), $DL$5+$DL$6+DE92, IF(AND(DG$5>0,DH92>DG$11),(DH92-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH92<$DL$9,0.66*DJ$8*(2*32.17*DQ92*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE92+(DQ92-DE92)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ92>0, (DQ92/IF(DQ92>$DL$6+$DL$5,$DL$6+$DL$5, DQ92)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ92>0, (DQ92/IF(DQ92>$DL$6+$DL$5,$DL$6+$DL$5, DQ92)), 0)*DG$5/12/3600, IF(DH92<$DL$9,0.66*DJ$8*(2*32.17*DQ92*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE92+(DQ92-DE92)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU92+DT92, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+DU92+DT92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ92-SUM(EB92:EC92))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH92>0,EH92/IF(EH92>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH92))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL92+EK92, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+EL92+EK92, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN92-EO92>EO$11),(EN92-EO92-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV92*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ92+EY92, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+EZ92+EY92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ92)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU92)), 0)","v":0},{"$f":"FP92+'1-yr SBUH'!FP92","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:25:00",7.9500000000000001E-2,6.6250000000000007E-3,{"$f":"SUM(C$16:C93)","v":0.41274166666666667},0.41274166666666667,6.624999999999992E-3,0.41274166666666667,6.624999999999992E-3,0.41274166666666667,6.624999999999992E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.41274166666666667,6.624999999999992E-3,0.41274166666666667,6.624999999999992E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.24015066686695108,5.7836779546739381E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB93+AA93, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+AB93+AA93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP93+AO93, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+AP93+AO93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ93>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ93-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD93+BC93, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+BD93+BC93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO93+BN93, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+BO93+BN93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ93+BY93, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+BZ93+BY93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK93+CJ93, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+CK93+CJ93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP93>=$CT$9), $CT$6+$CT$5+CM93, IF(AND($CO$5>0,CP93>CO$11),(CP93-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP93<$CT$9,0.66*$CR$8*(2*32.17*CY93*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM93+(CY93-CM93)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY93>0,(CY93/IF(CY93>$CT$6+$CT$5,$CT$6+$CT$5,CY93)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY93>0,(CY93/IF(CY93>$CT$6+$CT$5,$CT$6+$CT$5,CY93)),0)*CO$5/12/3600, IF(CP93<$CT$9,0.66*$CR$8*(2*32.17*CY93*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM93+(CY93-CM93)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC93+DB93, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+DC93+DB93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH93>=$DL$9), $DL$5+$DL$6+DE93, IF(AND(DG$5>0,DH93>DG$11),(DH93-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH93<$DL$9,0.66*DJ$8*(2*32.17*DQ93*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE93+(DQ93-DE93)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ93>0, (DQ93/IF(DQ93>$DL$6+$DL$5,$DL$6+$DL$5, DQ93)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ93>0, (DQ93/IF(DQ93>$DL$6+$DL$5,$DL$6+$DL$5, DQ93)), 0)*DG$5/12/3600, IF(DH93<$DL$9,0.66*DJ$8*(2*32.17*DQ93*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE93+(DQ93-DE93)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU93+DT93, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+DU93+DT93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ93-SUM(EB93:EC93))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH93>0,EH93/IF(EH93>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH93))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL93+EK93, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+EL93+EK93, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN93-EO93>EO$11),(EN93-EO93-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV93*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ93+EY93, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+EZ93+EY93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ93)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU93)), 0)","v":0},{"$f":"FP93+'1-yr SBUH'!FP93","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:30:00",8.0100000000000005E-2,6.6750000000000004E-3,{"$f":"SUM(C$16:C94)","v":0.41941666666666666},0.41941666666666666,6.6749999999999865E-3,0.41941666666666666,6.6749999999999865E-3,0.41941666666666666,6.6749999999999865E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.41941666666666666,6.6749999999999865E-3,0.41941666666666666,6.6749999999999865E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.24599734373970961,5.8466768727585272E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB94+AA94, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+AB94+AA94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP94+AO94, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+AP94+AO94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ94>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ94-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD94+BC94, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+BD94+BC94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO94+BN94, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+BO94+BN94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ94+BY94, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+BZ94+BY94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK94+CJ94, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+CK94+CJ94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP94>=$CT$9), $CT$6+$CT$5+CM94, IF(AND($CO$5>0,CP94>CO$11),(CP94-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP94<$CT$9,0.66*$CR$8*(2*32.17*CY94*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM94+(CY94-CM94)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY94>0,(CY94/IF(CY94>$CT$6+$CT$5,$CT$6+$CT$5,CY94)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY94>0,(CY94/IF(CY94>$CT$6+$CT$5,$CT$6+$CT$5,CY94)),0)*CO$5/12/3600, IF(CP94<$CT$9,0.66*$CR$8*(2*32.17*CY94*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM94+(CY94-CM94)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC94+DB94, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+DC94+DB94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH94>=$DL$9), $DL$5+$DL$6+DE94, IF(AND(DG$5>0,DH94>DG$11),(DH94-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH94<$DL$9,0.66*DJ$8*(2*32.17*DQ94*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE94+(DQ94-DE94)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ94>0, (DQ94/IF(DQ94>$DL$6+$DL$5,$DL$6+$DL$5, DQ94)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ94>0, (DQ94/IF(DQ94>$DL$6+$DL$5,$DL$6+$DL$5, DQ94)), 0)*DG$5/12/3600, IF(DH94<$DL$9,0.66*DJ$8*(2*32.17*DQ94*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE94+(DQ94-DE94)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU94+DT94, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+DU94+DT94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ94-SUM(EB94:EC94))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH94>0,EH94/IF(EH94>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH94))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL94+EK94, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+EL94+EK94, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN94-EO94>EO$11),(EN94-EO94-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV94*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ94+EY94, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+EZ94+EY94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ94)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU94)), 0)","v":0},{"$f":"FP94+'1-yr SBUH'!FP94","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:35:00",8.0699999999999994E-2,6.7249999999999992E-3,{"$f":"SUM(C$16:C95)","v":0.42614166666666664},0.42614166666666664,6.724999999999981E-3,0.42614166666666664,6.724999999999981E-3,0.42614166666666664,6.724999999999981E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.42614166666666664,6.724999999999981E-3,0.42614166666666664,6.724999999999981E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.25190678869706773,5.9094449573581231E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB95+AA95, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+AB95+AA95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP95+AO95, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+AP95+AO95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ95>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ95-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD95+BC95, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+BD95+BC95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO95+BN95, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+BO95+BN95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ95+BY95, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+BZ95+BY95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK95+CJ95, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+CK95+CJ95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP95>=$CT$9), $CT$6+$CT$5+CM95, IF(AND($CO$5>0,CP95>CO$11),(CP95-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP95<$CT$9,0.66*$CR$8*(2*32.17*CY95*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM95+(CY95-CM95)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY95>0,(CY95/IF(CY95>$CT$6+$CT$5,$CT$6+$CT$5,CY95)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY95>0,(CY95/IF(CY95>$CT$6+$CT$5,$CT$6+$CT$5,CY95)),0)*CO$5/12/3600, IF(CP95<$CT$9,0.66*$CR$8*(2*32.17*CY95*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM95+(CY95-CM95)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC95+DB95, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+DC95+DB95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH95>=$DL$9), $DL$5+$DL$6+DE95, IF(AND(DG$5>0,DH95>DG$11),(DH95-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH95<$DL$9,0.66*DJ$8*(2*32.17*DQ95*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE95+(DQ95-DE95)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ95>0, (DQ95/IF(DQ95>$DL$6+$DL$5,$DL$6+$DL$5, DQ95)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ95>0, (DQ95/IF(DQ95>$DL$6+$DL$5,$DL$6+$DL$5, DQ95)), 0)*DG$5/12/3600, IF(DH95<$DL$9,0.66*DJ$8*(2*32.17*DQ95*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE95+(DQ95-DE95)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU95+DT95, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+DU95+DT95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ95-SUM(EB95:EC95))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH95>0,EH95/IF(EH95>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH95))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL95+EK95, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+EL95+EK95, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN95-EO95>EO$11),(EN95-EO95-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV95*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ95+EY95, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+EZ95+EY95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ95)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU95)), 0)","v":0},{"$f":"FP95+'1-yr SBUH'!FP95","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:40:00",8.14E-2,6.7833333333333339E-3,{"$f":"SUM(C$16:C96)","v":0.43292499999999995},0.43292499999999995,6.7833333333333079E-3,0.43292499999999995,6.7833333333333079E-3,0.43292499999999995,6.7833333333333079E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.43292499999999995,6.7833333333333079E-3,0.43292499999999995,6.7833333333333079E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.25788613171168379,5.9793430146160564E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB96+AA96, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+AB96+AA96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP96+AO96, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+AP96+AO96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ96>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ96-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD96+BC96, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+BD96+BC96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO96+BN96, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+BO96+BN96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ96+BY96, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+BZ96+BY96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK96+CJ96, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+CK96+CJ96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP96>=$CT$9), $CT$6+$CT$5+CM96, IF(AND($CO$5>0,CP96>CO$11),(CP96-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP96<$CT$9,0.66*$CR$8*(2*32.17*CY96*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM96+(CY96-CM96)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY96>0,(CY96/IF(CY96>$CT$6+$CT$5,$CT$6+$CT$5,CY96)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY96>0,(CY96/IF(CY96>$CT$6+$CT$5,$CT$6+$CT$5,CY96)),0)*CO$5/12/3600, IF(CP96<$CT$9,0.66*$CR$8*(2*32.17*CY96*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM96+(CY96-CM96)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC96+DB96, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+DC96+DB96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH96>=$DL$9), $DL$5+$DL$6+DE96, IF(AND(DG$5>0,DH96>DG$11),(DH96-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH96<$DL$9,0.66*DJ$8*(2*32.17*DQ96*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE96+(DQ96-DE96)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ96>0, (DQ96/IF(DQ96>$DL$6+$DL$5,$DL$6+$DL$5, DQ96)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ96>0, (DQ96/IF(DQ96>$DL$6+$DL$5,$DL$6+$DL$5, DQ96)), 0)*DG$5/12/3600, IF(DH96<$DL$9,0.66*DJ$8*(2*32.17*DQ96*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE96+(DQ96-DE96)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU96+DT96, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+DU96+DT96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ96-SUM(EB96:EC96))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH96>0,EH96/IF(EH96>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH96))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL96+EK96, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+EL96+EK96, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN96-EO96>EO$11),(EN96-EO96-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV96*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ96+EY96, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+EZ96+EY96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ96)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU96)), 0)","v":0},{"$f":"FP96+'1-yr SBUH'!FP96","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:45:00",8.2000000000000003E-2,6.8333333333333336E-3,{"$f":"SUM(C$16:C97)","v":0.43975833333333331},0.43975833333333331,6.8333333333333579E-3,0.43975833333333331,6.8333333333333579E-3,0.43975833333333331,6.8333333333333579E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.43975833333333331,6.8333333333333579E-3,0.43975833333333331,6.8333333333333579E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.26392783695083094,6.0417052391471548E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB97+AA97, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+AB97+AA97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP97+AO97, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+AP97+AO97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ97>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ97-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD97+BC97, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+BD97+BC97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF($Q$4>0,(BR$3)/$Q$4*$W97,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO97+BN97, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+BO97+BN97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ97+BY97, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+BZ97+BY97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK97+CJ97, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+CK97+CJ97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP97>=$CT$9), $CT$6+$CT$5+CM97, IF(AND($CO$5>0,CP97>CO$11),(CP97-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP97<$CT$9,0.66*$CR$8*(2*32.17*CY97*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM97+(CY97-CM97)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY97>0,(CY97/IF(CY97>$CT$6+$CT$5,$CT$6+$CT$5,CY97)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY97>0,(CY97/IF(CY97>$CT$6+$CT$5,$CT$6+$CT$5,CY97)),0)*CO$5/12/3600, IF(CP97<$CT$9,0.66*$CR$8*(2*32.17*CY97*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM97+(CY97-CM97)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC97+DB97, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+DC97+DB97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH97>=$DL$9), $DL$5+$DL$6+DE97, IF(AND(DG$5>0,DH97>DG$11),(DH97-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH97<$DL$9,0.66*DJ$8*(2*32.17*DQ97*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE97+(DQ97-DE97)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ97>0, (DQ97/IF(DQ97>$DL$6+$DL$5,$DL$6+$DL$5, DQ97)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ97>0, (DQ97/IF(DQ97>$DL$6+$DL$5,$DL$6+$DL$5, DQ97)), 0)*DG$5/12/3600, IF(DH97<$DL$9,0.66*DJ$8*(2*32.17*DQ97*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE97+(DQ97-DE97)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU97+DT97, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+DU97+DT97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ97-SUM(EB97:EC97))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH97>0,EH97/IF(EH97>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH97))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL97+EK97, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+EL97+EK97, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN97-EO97>EO$11),(EN97-EO97-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV97*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ97+EY97, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+EZ97+EY97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ97)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU97)), 0)","v":0},{"$f":"FP97+'1-yr SBUH'!FP97","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:50:00",8.2699999999999996E-2,6.8916666666666666E-3,{"$f":"SUM(C$16:C98)","v":0.44664999999999999},0.44664999999999999,6.8916666666666848E-3,0.44664999999999999,6.8916666666666848E-3,0.44664999999999999,6.8916666666666848E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.44664999999999999,6.8916666666666848E-3,0.44664999999999999,6.8916666666666848E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.27003908389961234,6.1112469487814014E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB98+AA98, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+AB98+AA98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP98+AO98, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+AP98+AO98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ98>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ98-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD98+BC98, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+BD98+BC98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO98+BN98, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+BO98+BN98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ98+BY98, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+BZ98+BY98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK98+CJ98, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+CK98+CJ98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP98>=$CT$9), $CT$6+$CT$5+CM98, IF(AND($CO$5>0,CP98>CO$11),(CP98-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP98<$CT$9,0.66*$CR$8*(2*32.17*CY98*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM98+(CY98-CM98)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY98>0,(CY98/IF(CY98>$CT$6+$CT$5,$CT$6+$CT$5,CY98)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY98>0,(CY98/IF(CY98>$CT$6+$CT$5,$CT$6+$CT$5,CY98)),0)*CO$5/12/3600, IF(CP98<$CT$9,0.66*$CR$8*(2*32.17*CY98*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM98+(CY98-CM98)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC98+DB98, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+DC98+DB98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH98>=$DL$9), $DL$5+$DL$6+DE98, IF(AND(DG$5>0,DH98>DG$11),(DH98-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH98<$DL$9,0.66*DJ$8*(2*32.17*DQ98*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE98+(DQ98-DE98)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ98>0, (DQ98/IF(DQ98>$DL$6+$DL$5,$DL$6+$DL$5, DQ98)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ98>0, (DQ98/IF(DQ98>$DL$6+$DL$5,$DL$6+$DL$5, DQ98)), 0)*DG$5/12/3600, IF(DH98<$DL$9,0.66*DJ$8*(2*32.17*DQ98*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE98+(DQ98-DE98)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU98+DT98, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+DU98+DT98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ98-SUM(EB98:EC98))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH98>0,EH98/IF(EH98>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH98))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL98+EK98, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+EL98+EK98, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN98-EO98>EO$11),(EN98-EO98-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV98*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ98+EY98, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+EZ98+EY98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ98)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU98)), 0)","v":0},{"$f":"FP98+'1-yr SBUH'!FP98","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:55:00",8.3400000000000002E-2,6.9500000000000004E-3,{"$f":"SUM(C$16:C99)","v":0.4536},0.4536,6.9500000000000117E-3,0.4536,6.9500000000000117E-3,0.4536,6.9500000000000117E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.4536,6.9500000000000117E-3,0.4536,6.9500000000000117E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.27621971829464409,6.1806343950317477E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB99+AA99, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+AB99+AA99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP99+AO99, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+AP99+AO99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ99>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ99-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD99+BC99, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+BD99+BC99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO99+BN99, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+BO99+BN99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ99+BY99, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+BZ99+BY99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK99+CJ99, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+CK99+CJ99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP99>=$CT$9), $CT$6+$CT$5+CM99, IF(AND($CO$5>0,CP99>CO$11),(CP99-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP99<$CT$9,0.66*$CR$8*(2*32.17*CY99*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM99+(CY99-CM99)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY99>0,(CY99/IF(CY99>$CT$6+$CT$5,$CT$6+$CT$5,CY99)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY99>0,(CY99/IF(CY99>$CT$6+$CT$5,$CT$6+$CT$5,CY99)),0)*CO$5/12/3600, IF(CP99<$CT$9,0.66*$CR$8*(2*32.17*CY99*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM99+(CY99-CM99)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC99+DB99, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+DC99+DB99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH99>=$DL$9), $DL$5+$DL$6+DE99, IF(AND(DG$5>0,DH99>DG$11),(DH99-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH99<$DL$9,0.66*DJ$8*(2*32.17*DQ99*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE99+(DQ99-DE99)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ99>0, (DQ99/IF(DQ99>$DL$6+$DL$5,$DL$6+$DL$5, DQ99)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ99>0, (DQ99/IF(DQ99>$DL$6+$DL$5,$DL$6+$DL$5, DQ99)), 0)*DG$5/12/3600, IF(DH99<$DL$9,0.66*DJ$8*(2*32.17*DQ99*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE99+(DQ99-DE99)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU99+DT99, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+DU99+DT99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ99-SUM(EB99:EC99))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH99>0,EH99/IF(EH99>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH99))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL99+EK99, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+EL99+EK99, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN99-EO99>EO$11),(EN99-EO99-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV99*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ99+EY99, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+EZ99+EY99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ99)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU99)), 0)","v":0},{"$f":"FP99+'1-yr SBUH'!FP99","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:00:00",8.4099999999999994E-2,7.0083333333333334E-3,{"$f":"SUM(C$16:C100)","v":0.46060833333333334},0.46060833333333334,7.0083333333333386E-3,0.46060833333333334,7.0083333333333386E-3,0.46060833333333334,7.0083333333333386E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.46060833333333334,7.0083333333333386E-3,0.46060833333333334,7.0083333333333386E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.28246958651623877,6.2498682215946788E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB100+AA100, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY100))+AB100+AA100, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP100+AO100, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY100))+AP100+AO100, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ100>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ100-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD100+BC100, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY100))+BD100+BC100, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO100+BN100, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY100))+BO100+BN100, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ100+BY100, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY100))+BZ100+BY100, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK100+CJ100, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY100))+CK100+CJ100, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP100>=$CT$9), $CT$6+$CT$5+CM100, IF(AND($CO$5>0,CP100>CO$11),(CP100-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ100)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU100)), 0)","v":0},{"$f":"FP100+'1-yr SBUH'!FP100","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:05:00",8.48E-2,7.0666666666666664E-3,{"$f":"SUM(C$16:C101)","v":0.46767500000000001},0.46767500000000001,7.0666666666666655E-3,0.46767500000000001,7.0666666666666655E-3,0.46767500000000001,7.0666666666666655E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.46767500000000001,7.0666666666666655E-3,0.46767500000000001,7.0666666666666655E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.28878853569498164,6.318949178742872E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB101+AA101, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY101))+AB101+AA101, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP101+AO101, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY101))+AP101+AO101, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ101>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ101-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD101+BC101, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY101))+BD101+BC101, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO101+BN101, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY101))+BO101+BN101, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ101+BY101, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY101))+BZ101+BY101, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK101+CJ101, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY101))+CK101+CJ101, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP101>=$CT$9), $CT$6+$CT$5+CM101, IF(AND($CO$5>0,CP101>CO$11),(CP101-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ101)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU101)), 0)","v":0},{"$f":"FP101+'1-yr SBUH'!FP101","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:10:00",8.5599999999999996E-2,7.1333333333333335E-3,{"$f":"SUM(C$16:C102)","v":0.47480833333333333},0.47480833333333333,7.1333333333333249E-3,0.47480833333333333,7.1333333333333249E-3,0.47480833333333333,7.1333333333333249E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.47480833333333333,7.1333333333333249E-3,0.47480833333333333,7.1333333333333249E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.29518389465093314,6.3953589559515023E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB102+AA102, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY102))+AB102+AA102, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP102+AO102, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY102))+AP102+AO102, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ102>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ102-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD102+BC102, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY102))+BD102+BC102, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO102+BN102, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY102))+BO102+BN102, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ102+BY102, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY102))+BZ102+BY102, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK102+CJ102, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY102))+CK102+CJ102, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP102>=$CT$9), $CT$6+$CT$5+CM102, IF(AND($CO$5>0,CP102>CO$11),(CP102-CO$11)/CO$5/'CSS BMP Sizing 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Sizing Calculator'!$J$47,EH102))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL102+EK102, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY102))+EL102+EK102, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN102-EO102>EO$11),(EN102-EO102-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV102*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ102+EY102, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY102))+EZ102+EY102, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ102)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU102)), 0)","v":0},{"$f":"FP102+'1-yr SBUH'!FP102","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:15:00",8.6300000000000002E-2,7.1916666666666665E-3,{"$f":"SUM(C$16:C103)","v":0.48199999999999998},0.48199999999999998,7.1916666666666518E-3,0.48199999999999998,7.1916666666666518E-3,0.48199999999999998,7.1916666666666518E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.48199999999999998,7.1916666666666518E-3,0.48199999999999998,7.1916666666666518E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.30164806923465209,6.4641745837189513E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB103+AA103, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY103))+AB103+AA103, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP103+AO103, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY103))+AP103+AO103, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ103>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ103-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD103+BC103, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY103))+BD103+BC103, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO103+BN103, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY103))+BO103+BN103, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ103+BY103, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY103))+BZ103+BY103, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK103+CJ103, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY103))+CK103+CJ103, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP103>=$CT$9), $CT$6+$CT$5+CM103, IF(AND($CO$5>0,CP103>CO$11),(CP103-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ103)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU103)), 0)","v":0},{"$f":"FP103+'1-yr SBUH'!FP103","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:20:00",8.7099999999999997E-2,7.2583333333333337E-3,{"$f":"SUM(C$16:C104)","v":0.4892583333333333},0.4892583333333333,7.2583333333333111E-3,0.4892583333333333,7.2583333333333111E-3,0.4892583333333333,7.2583333333333111E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.4892583333333333,7.2583333333333111E-3,0.4892583333333333,7.2583333333333111E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.30818842614341663,6.540356908764533E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB104+AA104, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+AB104+AA104, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP104+AO104, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+AP104+AO104, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ104>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ104-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD104+BC104, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+BD104+BC104, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO104+BN104, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+BO104+BN104, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ104+BY104, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+BZ104+BY104, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK104+CJ104, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+CK104+CJ104, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP104>=$CT$9), $CT$6+$CT$5+CM104, IF(AND($CO$5>0,CP104>CO$11),(CP104-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH104<$DL$9,0.66*DJ$8*(2*32.17*DQ104*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE104+(DQ104-DE104)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ104>0, (DQ104/IF(DQ104>$DL$6+$DL$5,$DL$6+$DL$5, DQ104)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ104>0, (DQ104/IF(DQ104>$DL$6+$DL$5,$DL$6+$DL$5, DQ104)), 0)*DG$5/12/3600, IF(DH104<$DL$9,0.66*DJ$8*(2*32.17*DQ104*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE104+(DQ104-DE104)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU104+DT104, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+DU104+DT104, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ104-SUM(EB104:EC104))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH104>0,EH104/IF(EH104>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH104))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL104+EK104, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+EL104+EK104, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN104-EO104>EO$11),(EN104-EO104-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV104*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ104+EY104, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+EZ104+EY104, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ104)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU104)), 0)","v":0},{"$f":"FP104+'1-yr SBUH'!FP104","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:25:00",8.7900000000000006E-2,7.3249999999999999E-3,{"$f":"SUM(C$16:C105)","v":0.49658333333333332},0.49658333333333332,7.3250000000000259E-3,0.49658333333333332,7.3250000000000259E-3,0.49658333333333332,7.3250000000000259E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.49658333333333332,7.3250000000000259E-3,0.49658333333333332,7.3250000000000259E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.31480486897909504,6.6164428356784155E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB105+AA105, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY105))+AB105+AA105, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP105+AO105, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY105))+AP105+AO105, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ105>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ105-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD105+BC105, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY105))+BD105+BC105, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO105+BN105, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY105))+BO105+BN105, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ105+BY105, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY105))+BZ105+BY105, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK105+CJ105, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY105))+CK105+CJ105, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP105>=$CT$9), $CT$6+$CT$5+CM105, IF(AND($CO$5>0,CP105>CO$11),(CP105-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ105)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU105)), 0)","v":0},{"$f":"FP105+'1-yr SBUH'!FP105","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:30:00",8.8700000000000001E-2,7.391666666666667E-3,{"$f":"SUM(C$16:C106)","v":0.50397499999999995},0.50397499999999995,7.3916666666666297E-3,0.50397499999999995,7.3916666666666297E-3,0.50397499999999995,7.3916666666666297E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.50397499999999995,7.3916666666666297E-3,0.50397499999999995,7.3916666666666297E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.32149729991065024,6.6924309315551933E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB106+AA106, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+AB106+AA106, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP106+AO106, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+AP106+AO106, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ106>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ106-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD106+BC106, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+BD106+BC106, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO106+BN106, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+BO106+BN106, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ106+BY106, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+BZ106+BY106, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK106+CJ106, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+CK106+CJ106, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP106>=$CT$9), $CT$6+$CT$5+CM106, IF(AND($CO$5>0,CP106>CO$11),(CP106-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH106<$DL$9,0.66*DJ$8*(2*32.17*DQ106*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE106+(DQ106-DE106)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ106>0, (DQ106/IF(DQ106>$DL$6+$DL$5,$DL$6+$DL$5, DQ106)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ106>0, (DQ106/IF(DQ106>$DL$6+$DL$5,$DL$6+$DL$5, DQ106)), 0)*DG$5/12/3600, IF(DH106<$DL$9,0.66*DJ$8*(2*32.17*DQ106*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE106+(DQ106-DE106)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU106+DT106, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+DU106+DT106, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ106-SUM(EB106:EC106))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH106>0,EH106/IF(EH106>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH106))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL106+EK106, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+EL106+EK106, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN106-EO106>EO$11),(EN106-EO106-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV106*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ106+EY106, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+EZ106+EY106, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ106)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU106)), 0)","v":0},{"$f":"FP106+'1-yr SBUH'!FP106","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:35:00",8.9599999999999999E-2,7.4666666666666666E-3,{"$f":"SUM(C$16:C107)","v":0.51144166666666657},0.51144166666666657,7.4666666666666215E-3,0.51144166666666657,7.4666666666666215E-3,0.51144166666666657,7.4666666666666215E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.51144166666666657,7.4666666666666215E-3,0.51144166666666657,7.4666666666666215E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.32827319074914119,6.77589083849095E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB107+AA107, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY107))+AB107+AA107, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP107+AO107, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY107))+AP107+AO107, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ107>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ107-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD107+BC107, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY107))+BD107+BC107, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO107+BN107, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY107))+BO107+BN107, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ107+BY107, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY107))+BZ107+BY107, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK107+CJ107, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY107))+CK107+CJ107, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP107>=$CT$9), $CT$6+$CT$5+CM107, IF(AND($CO$5>0,CP107>CO$11),(CP107-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ107)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU107)), 0)","v":0},{"$f":"FP107+'1-yr SBUH'!FP107","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:40:00",9.0499999999999997E-2,7.541666666666667E-3,{"$f":"SUM(C$16:C108)","v":0.51898333333333324},0.51898333333333324,7.5416666666666687E-3,0.51898333333333324,7.5416666666666687E-3,0.51898333333333324,7.5416666666666687E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.51898333333333324,7.5416666666666687E-3,0.51898333333333324,7.5416666666666687E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.33513249154598329,6.8593007968421049E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB108+AA108, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY108))+AB108+AA108, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP108+AO108, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY108))+AP108+AO108, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ108>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ108-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD108+BC108, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY108))+BD108+BC108, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO108+BN108, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY108))+BO108+BN108, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ108+BY108, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY108))+BZ108+BY108, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK108+CJ108, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY108))+CK108+CJ108, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP108>=$CT$9), $CT$6+$CT$5+CM108, IF(AND($CO$5>0,CP108>CO$11),(CP108-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ108)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU108)), 0)","v":0},{"$f":"FP108+'1-yr SBUH'!FP108","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:45:00",9.1399999999999995E-2,7.6166666666666657E-3,{"$f":"SUM(C$16:C109)","v":0.52659999999999996},0.52659999999999996,7.616666666666716E-3,0.52659999999999996,7.616666666666716E-3,0.52659999999999996,7.616666666666716E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.52659999999999996,7.616666666666716E-3,0.52659999999999996,7.616666666666716E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.34207514904007374,6.942657494090454E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB109+AA109, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY109))+AB109+AA109, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP109+AO109, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY109))+AP109+AO109, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ109>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ109-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD109+BC109, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY109))+BD109+BC109, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO109+BN109, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY109))+BO109+BN109, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ109+BY109, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY109))+BZ109+BY109, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK109+CJ109, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY109))+CK109+CJ109, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP109>=$CT$9), $CT$6+$CT$5+CM109, IF(AND($CO$5>0,CP109>CO$11),(CP109-CO$11)/CO$5/'CSS BMP Sizing 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["07:50:00",9.2299999999999993E-2,7.6916666666666661E-3,{"$f":"SUM(C$16:C110)","v":0.53429166666666661},0.53429166666666661,7.6916666666666522E-3,0.53429166666666661,7.6916666666666522E-3,0.53429166666666661,7.6916666666666522E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.53429166666666661,7.6916666666666522E-3,0.53429166666666661,7.6916666666666522E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.3491011068941241,7.0259578540503576E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB110+AA110, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY110))+AB110+AA110, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP110+AO110, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY110))+AP110+AO110, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ110>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ110-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD110+BC110, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY110))+BD110+BC110, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO110+BN110, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY110))+BO110+BN110, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ110+BY110, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY110))+BZ110+BY110, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK110+CJ110, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY110))+CK110+CJ110, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP110>=$CT$9), $CT$6+$CT$5+CM110, IF(AND($CO$5>0,CP110>CO$11),(CP110-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ110)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU110)), 0)","v":0},{"$f":"FP110+'1-yr SBUH'!FP110","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:55:00",9.3299999999999994E-2,7.7749999999999998E-3,{"$f":"SUM(C$16:C111)","v":0.54206666666666659},0.54206666666666659,7.7749999999999764E-3,0.54206666666666659,7.7749999999999764E-3,0.54206666666666659,7.7749999999999764E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.54206666666666659,7.7749999999999764E-3,0.54206666666666659,7.7749999999999764E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.35621794159277548,7.1168346986513753E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB111+AA111, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY111))+AB111+AA111, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP111+AO111, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY111))+AP111+AO111, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ111>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ111-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD111+BC111, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY111))+BD111+BC111, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO111+BN111, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY111))+BO111+BN111, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ111+BY111, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY111))+BZ111+BY111, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK111+CJ111, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY111))+CK111+CJ111, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP111>=$CT$9), $CT$6+$CT$5+CM111, IF(AND($CO$5>0,CP111>CO$11),(CP111-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ111)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU111)), 0)","v":0},{"$f":"FP111+'1-yr SBUH'!FP111","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:00:00",9.4200000000000006E-2,7.8500000000000011E-3,{"$f":"SUM(C$16:C112)","v":0.54991666666666661},0.54991666666666661,7.8500000000000236E-3,0.54991666666666661,7.8500000000000236E-3,0.54991666666666661,7.8500000000000236E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.54991666666666661,7.8500000000000236E-3,0.54991666666666661,7.8500000000000236E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.36341798617403576,7.2000445812602787E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB112+AA112, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY112))+AB112+AA112, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP112+AO112, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY112))+AP112+AO112, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ112>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ112-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD112+BC112, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY112))+BD112+BC112, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO112+BN112, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY112))+BO112+BN112, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ112+BY112, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY112))+BZ112+BY112, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK112+CJ112, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY112))+CK112+CJ112, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP112>=$CT$9), $CT$6+$CT$5+CM112, IF(AND($CO$5>0,CP112>CO$11),(CP112-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ112)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU112)), 0)","v":0},{"$f":"FP112+'1-yr SBUH'!FP112","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:05:00",9.5299999999999996E-2,7.9416666666666663E-3,{"$f":"SUM(C$16:C113)","v":0.55785833333333323},0.55785833333333323,7.9416666666666247E-3,0.55785833333333323,7.9416666666666247E-3,0.55785833333333323,7.9416666666666247E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.55785833333333323,7.9416666666666247E-3,0.55785833333333323,7.9416666666666247E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.37071650708931914,7.2985209152833797E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB113+AA113, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY113))+AB113+AA113, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP113+AO113, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY113))+AP113+AO113, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ113>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ113-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD113+BC113, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY113))+BD113+BC113, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO113+BN113, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY113))+BO113+BN113, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ113+BY113, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY113))+BZ113+BY113, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK113+CJ113, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY113))+CK113+CJ113, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP113>=$CT$9), $CT$6+$CT$5+CM113, IF(AND($CO$5>0,CP113>CO$11),(CP113-CO$11)/CO$5/'CSS BMP Sizing 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Sizing Calculator'!$J$47,EH113))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL113+EK113, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY113))+EL113+EK113, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN113-EO113>EO$11),(EN113-EO113-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV113*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ113+EY113, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY113))+EZ113+EY113, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ113)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU113)), 0)","v":0},{"$f":"FP113+'1-yr SBUH'!FP113","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:10:00",9.6299999999999997E-2,8.0249999999999991E-3,{"$f":"SUM(C$16:C114)","v":0.56588333333333318},0.56588333333333318,8.0249999999999488E-3,0.56588333333333318,8.0249999999999488E-3,0.56588333333333318,8.0249999999999488E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.56588333333333318,8.0249999999999488E-3,0.56588333333333318,8.0249999999999488E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.37810584387641544,7.3893367870963012E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB114+AA114, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY114))+AB114+AA114, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP114+AO114, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY114))+AP114+AO114, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ114>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ114-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD114+BC114, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY114))+BD114+BC114, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO114+BN114, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY114))+BO114+BN114, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ114+BY114, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY114))+BZ114+BY114, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK114+CJ114, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY114))+CK114+CJ114, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP114>=$CT$9), $CT$6+$CT$5+CM114, IF(AND($CO$5>0,CP114>CO$11),(CP114-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ114)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU114)), 0)","v":0},{"$f":"FP114+'1-yr SBUH'!FP114","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:15:00",9.74E-2,8.1166666666666661E-3,{"$f":"SUM(C$16:C115)","v":0.57399999999999984},0.57399999999999984,8.1166666666666609E-3,0.57399999999999984,8.1166666666666609E-3,0.57399999999999984,8.1166666666666609E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.57399999999999984,8.1166666666666609E-3,0.57399999999999984,8.1166666666666609E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.38559366254390814,7.4878186674927072E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB115+AA115, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY115))+AB115+AA115, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP115+AO115, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY115))+AP115+AO115, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ115>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ115-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD115+BC115, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY115))+BD115+BC115, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO115+BN115, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY115))+BO115+BN115, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ115+BY115, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY115))+BZ115+BY115, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK115+CJ115, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY115))+CK115+CJ115, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP115>=$CT$9), $CT$6+$CT$5+CM115, IF(AND($CO$5>0,CP115>CO$11),(CP115-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ115)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU115)), 0)","v":0},{"$f":"FP115+'1-yr SBUH'!FP115","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:20:00",9.8500000000000004E-2,8.2083333333333348E-3,{"$f":"SUM(C$16:C116)","v":0.58220833333333322},0.58220833333333322,8.208333333333373E-3,0.58220833333333322,8.208333333333373E-3,0.58220833333333322,8.208333333333373E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.58220833333333322,8.208333333333373E-3,0.58220833333333322,8.208333333333373E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.39317997245865477,7.5863099147466251E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB116+AA116, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+AB116+AA116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP116+AO116, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+AP116+AO116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ116>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ116-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD116+BC116, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+BD116+BC116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO116+BN116, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+BO116+BN116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ116+BY116, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+BZ116+BY116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK116+CJ116, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+CK116+CJ116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP116>=$CT$9), $CT$6+$CT$5+CM116, IF(AND($CO$5>0,CP116>CO$11),(CP116-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP116<$CT$9,0.66*$CR$8*(2*32.17*CY116*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM116+(CY116-CM116)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY116>0,(CY116/IF(CY116>$CT$6+$CT$5,$CT$6+$CT$5,CY116)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY116>0,(CY116/IF(CY116>$CT$6+$CT$5,$CT$6+$CT$5,CY116)),0)*CO$5/12/3600, IF(CP116<$CT$9,0.66*$CR$8*(2*32.17*CY116*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM116+(CY116-CM116)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC116+DB116, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+DC116+DB116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH116>=$DL$9), $DL$5+$DL$6+DE116, IF(AND(DG$5>0,DH116>DG$11),(DH116-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH116<$DL$9,0.66*DJ$8*(2*32.17*DQ116*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE116+(DQ116-DE116)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ116>0, (DQ116/IF(DQ116>$DL$6+$DL$5,$DL$6+$DL$5, DQ116)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ116>0, (DQ116/IF(DQ116>$DL$6+$DL$5,$DL$6+$DL$5, DQ116)), 0)*DG$5/12/3600, IF(DH116<$DL$9,0.66*DJ$8*(2*32.17*DQ116*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE116+(DQ116-DE116)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU116+DT116, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+DU116+DT116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ116-SUM(EB116:EC116))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH116>0,EH116/IF(EH116>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH116))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL116+EK116, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+EL116+EK116, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN116-EO116>EO$11),(EN116-EO116-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV116*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ116+EY116, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+EZ116+EY116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ116)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU116)), 0)","v":0},{"$f":"FP116+'1-yr SBUH'!FP116","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:25:00",9.9699999999999997E-2,8.3083333333333325E-3,{"$f":"SUM(C$16:C117)","v":0.59051666666666658},0.59051666666666658,8.308333333333362E-3,0.59051666666666658,8.308333333333362E-3,0.59051666666666658,8.308333333333362E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.59051666666666658,8.308333333333362E-3,0.59051666666666658,8.308333333333362E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.40087250007799236,7.6925276193375858E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB117+AA117, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+AB117+AA117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP117+AO117, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+AP117+AO117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ117>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ117-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD117+BC117, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+BD117+BC117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO117+BN117, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+BO117+BN117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ117+BY117, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+BZ117+BY117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK117+CJ117, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+CK117+CJ117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP117>=$CT$9), $CT$6+$CT$5+CM117, IF(AND($CO$5>0,CP117>CO$11),(CP117-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP117<$CT$9,0.66*$CR$8*(2*32.17*CY117*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM117+(CY117-CM117)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY117>0,(CY117/IF(CY117>$CT$6+$CT$5,$CT$6+$CT$5,CY117)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY117>0,(CY117/IF(CY117>$CT$6+$CT$5,$CT$6+$CT$5,CY117)),0)*CO$5/12/3600, IF(CP117<$CT$9,0.66*$CR$8*(2*32.17*CY117*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM117+(CY117-CM117)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC117+DB117, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+DC117+DB117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH117>=$DL$9), $DL$5+$DL$6+DE117, IF(AND(DG$5>0,DH117>DG$11),(DH117-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH117<$DL$9,0.66*DJ$8*(2*32.17*DQ117*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE117+(DQ117-DE117)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ117>0, (DQ117/IF(DQ117>$DL$6+$DL$5,$DL$6+$DL$5, DQ117)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ117>0, (DQ117/IF(DQ117>$DL$6+$DL$5,$DL$6+$DL$5, DQ117)), 0)*DG$5/12/3600, IF(DH117<$DL$9,0.66*DJ$8*(2*32.17*DQ117*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE117+(DQ117-DE117)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU117+DT117, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+DU117+DT117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ117-SUM(EB117:EC117))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH117>0,EH117/IF(EH117>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH117))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL117+EK117, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+EL117+EK117, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN117-EO117>EO$11),(EN117-EO117-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV117*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ117+EY117, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+EZ117+EY117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ117)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU117)), 0)","v":0},{"$f":"FP117+'1-yr SBUH'!FP117","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:30:00",0.1009,8.4083333333333336E-3,{"$f":"SUM(C$16:C118)","v":0.59892499999999993},0.59892499999999993,8.408333333333351E-3,0.59892499999999993,8.408333333333351E-3,0.59892499999999993,8.408333333333351E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.59892499999999993,8.408333333333351E-3,0.59892499999999993,8.408333333333351E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.40867128445440815,7.7987843764157905E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB118+AA118, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+AB118+AA118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP118+AO118, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+AP118+AO118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ118>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ118-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD118+BC118, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+BD118+BC118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO118+BN118, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+BO118+BN118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ118+BY118, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+BZ118+BY118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK118+CJ118, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+CK118+CJ118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP118>=$CT$9), $CT$6+$CT$5+CM118, IF(AND($CO$5>0,CP118>CO$11),(CP118-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP118<$CT$9,0.66*$CR$8*(2*32.17*CY118*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM118+(CY118-CM118)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY118>0,(CY118/IF(CY118>$CT$6+$CT$5,$CT$6+$CT$5,CY118)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY118>0,(CY118/IF(CY118>$CT$6+$CT$5,$CT$6+$CT$5,CY118)),0)*CO$5/12/3600, IF(CP118<$CT$9,0.66*$CR$8*(2*32.17*CY118*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM118+(CY118-CM118)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC118+DB118, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+DC118+DB118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH118>=$DL$9), $DL$5+$DL$6+DE118, IF(AND(DG$5>0,DH118>DG$11),(DH118-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH118<$DL$9,0.66*DJ$8*(2*32.17*DQ118*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE118+(DQ118-DE118)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ118>0, (DQ118/IF(DQ118>$DL$6+$DL$5,$DL$6+$DL$5, DQ118)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ118>0, (DQ118/IF(DQ118>$DL$6+$DL$5,$DL$6+$DL$5, DQ118)), 0)*DG$5/12/3600, IF(DH118<$DL$9,0.66*DJ$8*(2*32.17*DQ118*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE118+(DQ118-DE118)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU118+DT118, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+DU118+DT118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ118-SUM(EB118:EC118))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH118>0,EH118/IF(EH118>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH118))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL118+EK118, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+EL118+EK118, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN118-EO118>EO$11),(EN118-EO118-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV118*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ118+EY118, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+EZ118+EY118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ118)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU118)), 0)","v":0},{"$f":"FP118+'1-yr SBUH'!FP118","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:35:00",0.1021,8.508333333333333E-3,{"$f":"SUM(C$16:C119)","v":0.60743333333333327},0.60743333333333327,8.50833333333334E-3,0.60743333333333327,8.50833333333334E-3,0.60743333333333327,8.50833333333334E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.60743333333333327,8.50833333333334E-3,0.60743333333333327,8.50833333333334E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.41657635807529542,7.9050736208872707E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB119+AA119, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY119))+AB119+AA119, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP119+AO119, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY119))+AP119+AO119, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ119>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ119-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD119+BC119, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY119))+BD119+BC119, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO119+BN119, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY119))+BO119+BN119, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ119+BY119, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY119))+BZ119+BY119, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK119+CJ119, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY119))+CK119+CJ119, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP119>=$CT$9), $CT$6+$CT$5+CM119, IF(AND($CO$5>0,CP119>CO$11),(CP119-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP119<$CT$9,0.66*$CR$8*(2*32.17*CY119*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM119+(CY119-CM119)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY119>0,(CY119/IF(CY119>$CT$6+$CT$5,$CT$6+$CT$5,CY119)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY119>0,(CY119/IF(CY119>$CT$6+$CT$5,$CT$6+$CT$5,CY119)),0)*CO$5/12/3600, IF(CP119<$CT$9,0.66*$CR$8*(2*32.17*CY119*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM119+(CY119-CM119)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC119+DB119, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY119))+DC119+DB119, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH119>=$DL$9), $DL$5+$DL$6+DE119, IF(AND(DG$5>0,DH119>DG$11),(DH119-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH119<$DL$9,0.66*DJ$8*(2*32.17*DQ119*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE119+(DQ119-DE119)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ119>0, (DQ119/IF(DQ119>$DL$6+$DL$5,$DL$6+$DL$5, DQ119)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ119>0, (DQ119/IF(DQ119>$DL$6+$DL$5,$DL$6+$DL$5, DQ119)), 0)*DG$5/12/3600, IF(DH119<$DL$9,0.66*DJ$8*(2*32.17*DQ119*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE119+(DQ119-DE119)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU119+DT119, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY119))+DU119+DT119, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ119-SUM(EB119:EC119))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH119>0,EH119/IF(EH119>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH119))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL119+EK119, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY119))+EL119+EK119, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN119-EO119>EO$11),(EN119-EO119-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV119*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ119+EY119, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY119))+EZ119+EY119, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ119)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU119)), 0)","v":0},{"$f":"FP119+'1-yr SBUH'!FP119","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:40:00",0.10340000000000001,8.6166666666666666E-3,{"$f":"SUM(C$16:C120)","v":0.61604999999999999},0.61604999999999999,8.6166666666667169E-3,0.61604999999999999,8.6166666666667169E-3,0.61604999999999999,8.6166666666667169E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.61604999999999999,8.6166666666667169E-3,0.61604999999999999,8.6166666666667169E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.42459550902378279,8.0191509484873746E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB120+AA120, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY120))+AB120+AA120, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP120+AO120, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY120))+AP120+AO120, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ120>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ120-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD120+BC120, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY120))+BD120+BC120, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO120+BN120, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY120))+BO120+BN120, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ120+BY120, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY120))+BZ120+BY120, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK120+CJ120, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY120))+CK120+CJ120, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP120>=$CT$9), $CT$6+$CT$5+CM120, IF(AND($CO$5>0,CP120>CO$11),(CP120-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH120<$DL$9,0.66*DJ$8*(2*32.17*DQ120*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE120+(DQ120-DE120)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ120>0, (DQ120/IF(DQ120>$DL$6+$DL$5,$DL$6+$DL$5, DQ120)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ120>0, (DQ120/IF(DQ120>$DL$6+$DL$5,$DL$6+$DL$5, DQ120)), 0)*DG$5/12/3600, IF(DH120<$DL$9,0.66*DJ$8*(2*32.17*DQ120*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE120+(DQ120-DE120)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU120+DT120, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY120))+DU120+DT120, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ120-SUM(EB120:EC120))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH120>0,EH120/IF(EH120>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH120))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL120+EK120, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY120))+EL120+EK120, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN120-EO120>EO$11),(EN120-EO120-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV120*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ120+EY120, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY120))+EZ120+EY120, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ120)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU120)), 0)","v":0},{"$f":"FP120+'1-yr SBUH'!FP120","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:45:00",0.1048,8.7333333333333343E-3,{"$f":"SUM(C$16:C121)","v":0.62478333333333336},0.62478333333333336,8.7333333333333707E-3,0.62478333333333336,8.7333333333333707E-3,0.62478333333333336,8.7333333333333707E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.62478333333333336,8.7333333333333707E-3,0.62478333333333336,8.7333333333333707E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.43273656974984737,8.1410607260645751E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB121+AA121, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY121))+AB121+AA121, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP121+AO121, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY121))+AP121+AO121, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ121>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ121-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD121+BC121, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY121))+BD121+BC121, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO121+BN121, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY121))+BO121+BN121, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ121+BY121, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY121))+BZ121+BY121, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK121+CJ121, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY121))+CK121+CJ121, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP121>=$CT$9), $CT$6+$CT$5+CM121, IF(AND($CO$5>0,CP121>CO$11),(CP121-CO$11)/CO$5/'CSS BMP Sizing 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["08:50:00",0.1062,8.8500000000000002E-3,{"$f":"SUM(C$16:C122)","v":0.63363333333333338},0.63363333333333338,8.8500000000000245E-3,0.63363333333333338,8.8500000000000245E-3,0.63363333333333338,8.8500000000000245E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.63363333333333338,8.8500000000000245E-3,0.63363333333333338,8.8500000000000245E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.44099962800104342,8.2630582511960537E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB122+AA122, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY122))+AB122+AA122, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP122+AO122, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY122))+AP122+AO122, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ122>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ122-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD122+BC122, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY122))+BD122+BC122, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO122+BN122, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY122))+BO122+BN122, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ122+BY122, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY122))+BZ122+BY122, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK122+CJ122, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY122))+CK122+CJ122, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP122>=$CT$9), $CT$6+$CT$5+CM122, IF(AND($CO$5>0,CP122>CO$11),(CP122-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ122)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU122)), 0)","v":0},{"$f":"FP122+'1-yr SBUH'!FP122","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:55:00",0.1076,8.9666666666666679E-3,{"$f":"SUM(C$16:C123)","v":0.64260000000000006},0.64260000000000006,8.9666666666666783E-3,0.64260000000000006,8.9666666666666783E-3,0.64260000000000006,8.9666666666666783E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.64260000000000006,8.9666666666666783E-3,0.64260000000000006,8.9666666666666783E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.44938476306521158,8.3851350641681588E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB123+AA123, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+AB123+AA123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP123+AO123, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+AP123+AO123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ123>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ123-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD123+BC123, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+BD123+BC123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO123+BN123, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+BO123+BN123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ123+BY123, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+BZ123+BY123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK123+CJ123, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+CK123+CJ123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP123>=$CT$9), $CT$6+$CT$5+CM123, IF(AND($CO$5>0,CP123>CO$11),(CP123-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP123<$CT$9,0.66*$CR$8*(2*32.17*CY123*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM123+(CY123-CM123)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY123>0,(CY123/IF(CY123>$CT$6+$CT$5,$CT$6+$CT$5,CY123)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY123>0,(CY123/IF(CY123>$CT$6+$CT$5,$CT$6+$CT$5,CY123)),0)*CO$5/12/3600, IF(CP123<$CT$9,0.66*$CR$8*(2*32.17*CY123*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM123+(CY123-CM123)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC123+DB123, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+DC123+DB123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH123>=$DL$9), $DL$5+$DL$6+DE123, IF(AND(DG$5>0,DH123>DG$11),(DH123-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH123<$DL$9,0.66*DJ$8*(2*32.17*DQ123*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE123+(DQ123-DE123)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ123>0, (DQ123/IF(DQ123>$DL$6+$DL$5,$DL$6+$DL$5, DQ123)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ123>0, (DQ123/IF(DQ123>$DL$6+$DL$5,$DL$6+$DL$5, DQ123)), 0)*DG$5/12/3600, IF(DH123<$DL$9,0.66*DJ$8*(2*32.17*DQ123*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE123+(DQ123-DE123)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU123+DT123, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+DU123+DT123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ123-SUM(EB123:EC123))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH123>0,EH123/IF(EH123>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH123))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL123+EK123, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+EL123+EK123, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN123-EO123>EO$11),(EN123-EO123-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV123*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ123+EY123, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+EZ123+EY123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ123)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU123)), 0)","v":0},{"$f":"FP123+'1-yr SBUH'!FP123","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["09:00:00",0.10920000000000001,9.1000000000000004E-3,{"$f":"SUM(C$16:C124)","v":0.65170000000000006},0.65170000000000006,9.099999999999997E-3,0.65170000000000006,9.099999999999997E-3,0.65170000000000006,9.099999999999997E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.65170000000000006,9.099999999999997E-3,0.65170000000000006,9.099999999999997E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.45790766761227431,8.5229045470627263E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB124+AA124, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY124))+AB124+AA124, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP124+AO124, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY124))+AP124+AO124, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ124>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ124-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD124+BC124, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY124))+BD124+BC124, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO124+BN124, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY124))+BO124+BN124, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ124+BY124, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY124))+BZ124+BY124, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK124+CJ124, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY124))+CK124+CJ124, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP124>=$CT$9), $CT$6+$CT$5+CM124, IF(AND($CO$5>0,CP124>CO$11),(CP124-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ124)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU124)), 0)","v":0},{"$f":"FP124+'1-yr SBUH'!FP124","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["09:05:00",0.11070000000000001,9.2250000000000006E-3,{"$f":"SUM(C$16:C125)","v":0.6609250000000001},0.6609250000000001,9.2250000000000387E-3,0.6609250000000001,9.2250000000000387E-3,0.6609250000000001,9.2250000000000387E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.6609250000000001,9.2250000000000387E-3,0.6609250000000001,9.2250000000000387E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.46656065238267208,8.6529847703977758E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB125+AA125, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+AB125+AA125, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP125+AO125, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+AP125+AO125, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ125>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ125-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD125+BC125, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+BD125+BC125, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO125+BN125, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+BO125+BN125, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ125+BY125, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+BZ125+BY125, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK125+CJ125, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+CK125+CJ125, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP125>=$CT$9), $CT$6+$CT$5+CM125, IF(AND($CO$5>0,CP125>CO$11),(CP125-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH125<$DL$9,0.66*DJ$8*(2*32.17*DQ125*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE125+(DQ125-DE125)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ125>0, (DQ125/IF(DQ125>$DL$6+$DL$5,$DL$6+$DL$5, DQ125)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ125>0, (DQ125/IF(DQ125>$DL$6+$DL$5,$DL$6+$DL$5, DQ125)), 0)*DG$5/12/3600, IF(DH125<$DL$9,0.66*DJ$8*(2*32.17*DQ125*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE125+(DQ125-DE125)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU125+DT125, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+DU125+DT125, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ125-SUM(EB125:EC125))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH125>0,EH125/IF(EH125>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH125))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL125+EK125, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+EL125+EK125, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN125-EO125>EO$11),(EN125-EO125-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV125*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ125+EY125, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+EZ125+EY125, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ125)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU125)), 0)","v":0},{"$f":"FP125+'1-yr SBUH'!FP125","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["09:10:00",0.1124,9.3666666666666672E-3,{"$f":"SUM(C$16:C126)","v":0.67029166666666673},0.67029166666666673,9.3666666666666343E-3,0.67029166666666673,9.3666666666666343E-3,0.67029166666666673,9.3666666666666343E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.67029166666666673,9.3666666666666343E-3,0.67029166666666673,9.3666666666666343E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.47535947364649722,8.7988212638251406E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB126+AA126, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY126))+AB126+AA126, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP126+AO126, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY126))+AP126+AO126, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ126>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ126-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD126+BC126, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY126))+BD126+BC126, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO126+BN126, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY126))+BO126+BN126, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ126+BY126, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY126))+BZ126+BY126, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK126+CJ126, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY126))+CK126+CJ126, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP126>=$CT$9), $CT$6+$CT$5+CM126, IF(AND($CO$5>0,CP126>CO$11),(CP126-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ126)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU126)), 0)","v":0},{"$f":"FP126+'1-yr SBUH'!FP126","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["09:55:00",0.13139999999999999,1.0949999999999998E-2,{"$f":"SUM(C$16:C135)","v":0.76197500000000018},0.76197500000000018,1.0949999999999904E-2,0.76197500000000018,1.0949999999999904E-2,0.76197500000000018,1.0949999999999904E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.76197500000000018,1.0949999999999904E-2,0.76197500000000018,1.0949999999999904E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.56209163055127409,1.0410882660248144E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB135+AA135, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY135))+AB135+AA135, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP135+AO135, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY135))+AP135+AO135, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ135>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ135-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD135+BC135, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY135))+BD135+BC135, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO135+BN135, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY135))+BO135+BN135, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ135+BY135, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY135))+BZ135+BY135, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK135+CJ135, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY135))+CK135+CJ135, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP135>=$CT$9), $CT$6+$CT$5+CM135, IF(AND($CO$5>0,CP135>CO$11),(CP135-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ135)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU135)), 0)","v":0},{"$f":"FP135+'1-yr SBUH'!FP135","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["10:10:00",0.14019999999999999,1.1683333333333332E-2,{"$f":"SUM(C$16:C138)","v":0.7962666666666669},0.79626666666666679,1.1683333333333268E-2,0.79626666666666679,1.1683333333333268E-2,0.79626666666666679,1.1683333333333268E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.79626666666666679,1.1683333333333268E-2,0.79626666666666679,1.1683333333333268E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.59477456989034527,1.1148305758237553E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB138+AA138, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY138))+AB138+AA138, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP138+AO138, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY138))+AP138+AO138, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ138>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ138-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD138+BC138, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY138))+BD138+BC138, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO138+BN138, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY138))+BO138+BN138, 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Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK145+CJ145, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY145))+CK145+CJ145, 0)),0)","v":0},0,{"$f":"IF(CL145>$CQ$3, IF(CV144+($CQ$3*$B$6)<$CT$9, CO144+((CL145-$CQ$3)*$B$6), CO144+(CL145*$B$6)-($CT$9-CV144)), IF(CO144=0, IF(CV144+(CL145*$B$6)<$CT$9, 0, CV144+(CL145*$B$6)-$CT$9), IF(CO144+(CL145*$B$6)-($CQ$3*$B$6)>0, IF(CV144+($CQ$3*$B$6)<$CT$9, CO144+(CL145*$B$6)-($CQ$3*$B$6), CO144+(CL145*$B$6)-($CT$9-CV144)), IF(CV144+CO144+(CL145*$B$6)<$CT$9, 0, CO144+(CL145*$B$6)-($CT$9-CV144)))))","v":0},0,{"$f":"IF(CL145>$CQ$3, IF(CV144+($CQ$3*$B$6)>$CT$9, $CT$9, CV144+($CQ$3*$B$6)), IF(CO144=0, IF(CV144+(CL145*$B$6)>$CT$9, $CT$9, CV144+(CL145*$B$6)), IF((CO144+(CL145*$B$6))-($CQ$3*$B$6)>0, IF(CV144+($CQ$3*$B$6)>$CT$9, $CT$9, CV144+($CQ$3*$B$6)), IF(CV144+CO144+(CL145*$B$6)>$CT$9, $CT$9, 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0)),0)","v":0},0,{"$f":"IF(DD145>$DI$3, IF(DN144+($DI$3*$B$6)<$DL$9, DG144+((DD145-$DI$3)*$B$6), DG144+(DD145*$B$6)-($DL$9-DN144)), IF(DG144=0, IF(DN144+(DD145*$B$6)<$DL$9, 0, DN144+(DD145*$B$6)-$DL$9), IF(DG144+(DD145*$B$6)-($DI$3*$B$6)>0, IF(DN144+($DI$3*$B$6)<$DL$9, DG144+(DD145*$B$6)-($DI$3*$B$6), DG144+(DD145*$B$6)-($DL$9-DN144)), IF(DN144+DG144+(DD145*$B$6)<$DL$9, 0, DG144+(DD145*$B$6)-($DL$9-DN144)))))","v":0},0,{"$f":"IF(DD145>$DI$3, IF(DN144+($DI$3*$B$6)>$DL$9, $DL$9, DN144+($DI$3*$B$6)), IF(DG144=0, IF(DN144+(DD145*$B$6)>$DL$9, $DL$9, DN144+(DD145*$B$6)), IF((DG144+(DD145*$B$6))-($DI$3*$B$6)>0, IF(DN144+($DI$3*$B$6)>$DL$9, $DL$9, DN144+($DI$3*$B$6)), IF(DN144+DG144+(DD145*$B$6)>$DL$9, $DL$9, DN144+DG144+(DD145*$B$6)))))","v":0},0,0,{"$f":"DS145","v":0},0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH145>=$DL$9), $DL$5+$DL$6+DE145, IF(AND(DG$5>0,DH145>DG$11),(DH145-DG$11)/DG$5/'CSS BMP Sizing 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Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY145))+EL145+EK145, 0)),0)","v":0},0,0,{"$f":"EX145","v":0},0,0,0,{"$f":"EP145/$B$6","v":0},{"$f":"EO145/$B$6","v":0},{"$f":"IF(AND(EO$5>0,EN145-EO145>EO$11),(EN145-EO145-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV145*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ145+EY145, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY145))+EZ145+EY145, 0)),0)","v":0},{"$f":"FA145*B$6+FG144","v":0},0,0,0,0,0,{"$f":"FF145/$B$6","v":0},{"$f":"FC145/$B$6","v":0},0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ145)^0.5","v":0},{"$f":"FK145*$B$6","v":0},0,0,{"$f":"FN145+FM145","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU145)), 0)","v":0},{"$f":"FP145+'1-yr SBUH'!FP145","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["11:15:00",0.2203,1.8358333333333331E-2,{"$f":"SUM(C$16:C151)","v":0.98546666666666705},0.98546666666666705,1.8358333333333365E-2,0.98546666666666705,1.8358333333333365E-2,0.98546666666666705,1.8358333333333365E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.98546666666666705,1.8358333333333365E-2,0.98546666666666705,1.8358333333333365E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.77682547909980071,1.7769489188620091E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB151+AA151, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY151))+AB151+AA151, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP151+AO151, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY151))+AP151+AO151, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ151>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ151-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD151+BC151, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY151))+BD151+BC151, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO151+BN151, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY151))+BO151+BN151, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ151+BY151, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY151))+BZ151+BY151, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK151+CJ151, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY151))+CK151+CJ151, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP151>=$CT$9), $CT$6+$CT$5+CM151, IF(AND($CO$5>0,CP151>CO$11),(CP151-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ151)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU151)), 0)","v":0},{"$f":"FP151+'1-yr SBUH'!FP151","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["11:40:00",0.32900000000000001,2.7416666666666666E-2,{"$f":"SUM(C$16:C156)","v":1.1002083333333337},1.1002083333333337,2.7416666666666645E-2,1.1002083333333337,2.7416666666666645E-2,1.1002083333333337,2.7416666666666645E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.1002083333333337,2.7416666666666645E-2,1.1002083333333337,2.7416666666666645E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.88827450690693621,2.6685497586553253E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB156+AA156, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY156))+AB156+AA156, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP156+AO156, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY156))+AP156+AO156, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ156>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ156-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD156+BC156, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY156))+BD156+BC156, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO156+BN156, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY156))+BO156+BN156, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ156+BY156, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY156))+BZ156+BY156, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK156+CJ156, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY156))+CK156+CJ156, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP156>=$CT$9), $CT$6+$CT$5+CM156, IF(AND($CO$5>0,CP156>CO$11),(CP156-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ156)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU156)), 0)","v":0},{"$f":"FP156+'1-yr SBUH'!FP156","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["12:15:00",0.41239999999999999,3.4366666666666663E-2,{"$f":"SUM(C$16:C163)","v":1.5318666666666669},1.5318666666666669,3.4366666666666656E-2,1.5318666666666669,3.4366666666666656E-2,1.5318666666666669,3.4366666666666656E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.5318666666666669,3.4366666666666656E-2,1.5318666666666669,3.4366666666666656E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.3115386604158088,3.3858233970400109E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB163+AA163, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+AB163+AA163, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP163+AO163, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+AP163+AO163, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ163>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ163-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD163+BC163, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+BD163+BC163, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO163+BN163, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+BO163+BN163, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ163+BY163, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+BZ163+BY163, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK163+CJ163, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+CK163+CJ163, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP163>=$CT$9), $CT$6+$CT$5+CM163, IF(AND($CO$5>0,CP163>CO$11),(CP163-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH163<$DL$9,0.66*DJ$8*(2*32.17*DQ163*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE163+(DQ163-DE163)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ163>0, (DQ163/IF(DQ163>$DL$6+$DL$5,$DL$6+$DL$5, DQ163)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ163>0, (DQ163/IF(DQ163>$DL$6+$DL$5,$DL$6+$DL$5, DQ163)), 0)*DG$5/12/3600, IF(DH163<$DL$9,0.66*DJ$8*(2*32.17*DQ163*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE163+(DQ163-DE163)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU163+DT163, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+DU163+DT163, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ163-SUM(EB163:EC163))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH163>0,EH163/IF(EH163>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH163))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL163+EK163, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+EL163+EK163, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN163-EO163>EO$11),(EN163-EO163-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV163*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ163+EY163, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+EZ163+EY163, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ163)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU163)), 0)","v":0},{"$f":"FP163+'1-yr SBUH'!FP163","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["12:30:00",0.28139999999999998,2.3450000000000002E-2,{"$f":"SUM(C$16:C166)","v":1.6104583333333335},1.6104583333333335,2.3449999999999971E-2,1.6104583333333335,2.3449999999999971E-2,1.6104583333333335,2.3449999999999971E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.6104583333333335,2.3449999999999971E-2,1.6104583333333335,2.3449999999999971E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.3890416605574558,2.3135399954698599E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB166+AA166, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+AB166+AA166, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP166+AO166, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+AP166+AO166, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ166>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ166-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD166+BC166, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+BD166+BC166, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO166+BN166, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+BO166+BN166, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ166+BY166, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+BZ166+BY166, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK166+CJ166, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+CK166+CJ166, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP166>=$CT$9), $CT$6+$CT$5+CM166, IF(AND($CO$5>0,CP166>CO$11),(CP166-CO$11)/CO$5/'CSS BMP Sizing 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Sizing Calculator'!$J$47,EH166))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL166+EK166, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+EL166+EK166, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN166-EO166>EO$11),(EN166-EO166-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV166*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ166+EY166, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+EZ166+EY166, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ166)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU166)), 0)","v":0},{"$f":"FP166+'1-yr SBUH'!FP166","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["13:05:00",0.1867,1.5558333333333334E-2,{"$f":"SUM(C$16:C173)","v":1.7376833333333337},1.7376833333333337,1.5558333333333341E-2,1.7376833333333337,1.5558333333333341E-2,1.7376833333333337,1.5558333333333341E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.7376833333333337,1.5558333333333341E-2,1.7376833333333337,1.5558333333333341E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.514695125903007,1.5377532986623921E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB173+AA173, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+AB173+AA173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP173+AO173, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+AP173+AO173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ173>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ173-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD173+BC173, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+BD173+BC173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO173+BN173, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+BO173+BN173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ173+BY173, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+BZ173+BY173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK173+CJ173, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+CK173+CJ173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP173>=$CT$9), $CT$6+$CT$5+CM173, IF(AND($CO$5>0,CP173>CO$11),(CP173-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP173<$CT$9,0.66*$CR$8*(2*32.17*CY173*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM173+(CY173-CM173)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY173>0,(CY173/IF(CY173>$CT$6+$CT$5,$CT$6+$CT$5,CY173)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY173>0,(CY173/IF(CY173>$CT$6+$CT$5,$CT$6+$CT$5,CY173)),0)*CO$5/12/3600, IF(CP173<$CT$9,0.66*$CR$8*(2*32.17*CY173*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM173+(CY173-CM173)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC173+DB173, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+DC173+DB173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH173>=$DL$9), $DL$5+$DL$6+DE173, IF(AND(DG$5>0,DH173>DG$11),(DH173-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH173<$DL$9,0.66*DJ$8*(2*32.17*DQ173*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE173+(DQ173-DE173)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ173>0, (DQ173/IF(DQ173>$DL$6+$DL$5,$DL$6+$DL$5, DQ173)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ173>0, (DQ173/IF(DQ173>$DL$6+$DL$5,$DL$6+$DL$5, DQ173)), 0)*DG$5/12/3600, IF(DH173<$DL$9,0.66*DJ$8*(2*32.17*DQ173*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE173+(DQ173-DE173)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU173+DT173, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+DU173+DT173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ173-SUM(EB173:EC173))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH173>0,EH173/IF(EH173>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH173))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL173+EK173, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+EL173+EK173, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN173-EO173>EO$11),(EN173-EO173-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV173*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ173+EY173, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+EZ173+EY173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ173)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU173)), 0)","v":0},{"$f":"FP173+'1-yr SBUH'!FP173","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["13:50:00",0.1419,1.1825E-2,{"$f":"SUM(C$16:C182)","v":1.856816666666667},1.856816666666667,1.1824999999999752E-2,1.856816666666667,1.1824999999999752E-2,1.856816666666667,1.1824999999999752E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.856816666666667,1.1824999999999752E-2,1.856816666666667,1.1824999999999752E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.6325363424836337,1.1703599433645184E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB182+AA182, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+AB182+AA182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP182+AO182, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+AP182+AO182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ182>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ182-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD182+BC182, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+BD182+BC182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO182+BN182, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+BO182+BN182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ182+BY182, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+BZ182+BY182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK182+CJ182, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+CK182+CJ182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP182>=$CT$9), $CT$6+$CT$5+CM182, IF(AND($CO$5>0,CP182>CO$11),(CP182-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP182<$CT$9,0.66*$CR$8*(2*32.17*CY182*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM182+(CY182-CM182)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY182>0,(CY182/IF(CY182>$CT$6+$CT$5,$CT$6+$CT$5,CY182)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY182>0,(CY182/IF(CY182>$CT$6+$CT$5,$CT$6+$CT$5,CY182)),0)*CO$5/12/3600, IF(CP182<$CT$9,0.66*$CR$8*(2*32.17*CY182*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM182+(CY182-CM182)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC182+DB182, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+DC182+DB182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH182>=$DL$9), $DL$5+$DL$6+DE182, IF(AND(DG$5>0,DH182>DG$11),(DH182-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH182<$DL$9,0.66*DJ$8*(2*32.17*DQ182*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE182+(DQ182-DE182)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ182>0, (DQ182/IF(DQ182>$DL$6+$DL$5,$DL$6+$DL$5, DQ182)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ182>0, (DQ182/IF(DQ182>$DL$6+$DL$5,$DL$6+$DL$5, DQ182)), 0)*DG$5/12/3600, IF(DH182<$DL$9,0.66*DJ$8*(2*32.17*DQ182*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE182+(DQ182-DE182)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU182+DT182, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+DU182+DT182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ182-SUM(EB182:EC182))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH182>0,EH182/IF(EH182>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH182))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL182+EK182, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+EL182+EK182, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN182-EO182>EO$11),(EN182-EO182-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV182*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ182+EY182, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+EZ182+EY182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ182)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU182)), 0)","v":0},{"$f":"FP182+'1-yr SBUH'!FP182","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["14:00:00",0.1356,1.1299999999999999E-2,{"$f":"SUM(C$16:C184)","v":1.8796750000000004},1.8796750000000004,1.1299999999999866E-2,1.8796750000000004,1.1299999999999866E-2,1.8796750000000004,1.1299999999999866E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.8796750000000004,1.1299999999999866E-2,1.8796750000000004,1.1299999999999866E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.6551639863680501,1.1186607642090785E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB184+AA184, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+AB184+AA184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP184+AO184, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+AP184+AO184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ184>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ184-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD184+BC184, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+BD184+BC184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO184+BN184, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+BO184+BN184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ184+BY184, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+BZ184+BY184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK184+CJ184, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+CK184+CJ184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP184>=$CT$9), $CT$6+$CT$5+CM184, IF(AND($CO$5>0,CP184>CO$11),(CP184-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP184<$CT$9,0.66*$CR$8*(2*32.17*CY184*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM184+(CY184-CM184)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY184>0,(CY184/IF(CY184>$CT$6+$CT$5,$CT$6+$CT$5,CY184)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY184>0,(CY184/IF(CY184>$CT$6+$CT$5,$CT$6+$CT$5,CY184)),0)*CO$5/12/3600, IF(CP184<$CT$9,0.66*$CR$8*(2*32.17*CY184*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM184+(CY184-CM184)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC184+DB184, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+DC184+DB184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH184>=$DL$9), $DL$5+$DL$6+DE184, IF(AND(DG$5>0,DH184>DG$11),(DH184-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH184<$DL$9,0.66*DJ$8*(2*32.17*DQ184*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE184+(DQ184-DE184)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ184>0, (DQ184/IF(DQ184>$DL$6+$DL$5,$DL$6+$DL$5, DQ184)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ184>0, (DQ184/IF(DQ184>$DL$6+$DL$5,$DL$6+$DL$5, DQ184)), 0)*DG$5/12/3600, IF(DH184<$DL$9,0.66*DJ$8*(2*32.17*DQ184*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE184+(DQ184-DE184)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU184+DT184, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+DU184+DT184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ184-SUM(EB184:EC184))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH184>0,EH184/IF(EH184>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH184))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL184+EK184, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+EL184+EK184, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN184-EO184>EO$11),(EN184-EO184-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV184*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ184+EY184, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+EZ184+EY184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ184)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU184)), 0)","v":0},{"$f":"FP184+'1-yr SBUH'!FP184","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["14:35:00",0.1188,9.8999999999999991E-3,{"$f":"SUM(C$16:C191)","v":1.9528583333333336},1.9528583333333336,9.9000000000000199E-3,1.9528583333333336,9.9000000000000199E-3,1.9528583333333336,9.9000000000000199E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.9528583333333336,9.9000000000000199E-3,1.9528583333333336,9.9000000000000199E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.7276422641913263,9.8074881186582807E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB191+AA191, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY191))+AB191+AA191, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP191+AO191, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY191))+AP191+AO191, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ191>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ191-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD191+BC191, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY191))+BD191+BC191, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO191+BN191, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY191))+BO191+BN191, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ191+BY191, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY191))+BZ191+BY191, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK191+CJ191, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY191))+CK191+CJ191, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP191>=$CT$9), $CT$6+$CT$5+CM191, IF(AND($CO$5>0,CP191>CO$11),(CP191-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP191<$CT$9,0.66*$CR$8*(2*32.17*CY191*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM191+(CY191-CM191)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY191>0,(CY191/IF(CY191>$CT$6+$CT$5,$CT$6+$CT$5,CY191)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY191>0,(CY191/IF(CY191>$CT$6+$CT$5,$CT$6+$CT$5,CY191)),0)*CO$5/12/3600, IF(CP191<$CT$9,0.66*$CR$8*(2*32.17*CY191*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM191+(CY191-CM191)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC191+DB191, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY191))+DC191+DB191, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH191>=$DL$9), $DL$5+$DL$6+DE191, IF(AND(DG$5>0,DH191>DG$11),(DH191-DG$11)/DG$5/'CSS BMP Sizing 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Sizing Calculator'!$J$47,EH191))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL191+EK191, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY191))+EL191+EK191, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN191-EO191>EO$11),(EN191-EO191-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV191*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ191+EY191, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY191))+EZ191+EY191, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ191)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU191)), 0)","v":0},{"$f":"FP191+'1-yr SBUH'!FP191","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["15:20:00",0.1041,8.6749999999999987E-3,{"$f":"SUM(C$16:C200)","v":2.0354666666666672},2.0354666666666672,8.6750000000002103E-3,2.0354666666666672,8.6750000000002103E-3,2.0354666666666672,8.6750000000002103E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.0354666666666672,8.6750000000002103E-3,2.0354666666666672,8.6750000000002103E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.809511131253503,8.5999674651160429E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB200+AA200, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY200))+AB200+AA200, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP200+AO200, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY200))+AP200+AO200, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ200>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ200-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD200+BC200, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY200))+BD200+BC200, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO200+BN200, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY200))+BO200+BN200, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ200+BY200, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY200))+BZ200+BY200, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK200+CJ200, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY200))+CK200+CJ200, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP200>=$CT$9), $CT$6+$CT$5+CM200, IF(AND($CO$5>0,CP200>CO$11),(CP200-CO$11)/CO$5/'CSS BMP Sizing 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Sizing Calculator'!$J$47,EH200))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL200+EK200, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY200))+EL200+EK200, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN200-EO200>EO$11),(EN200-EO200-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV200*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ200+EY200, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY200))+EZ200+EY200, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ200)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU200)), 0)","v":0},{"$f":"FP200+'1-yr SBUH'!FP200","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["15:35:00",0.1003,8.3583333333333339E-3,{"$f":"SUM(C$16:C203)","v":2.0608500000000007},2.0608500000000007,8.3583333333332455E-3,2.0608500000000007,8.3583333333332455E-3,2.0608500000000007,8.3583333333332455E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.0608500000000007,8.3583333333332455E-3,2.0608500000000007,8.3583333333332455E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.8346782789172427,8.2876937541516149E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB203+AA203, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY203))+AB203+AA203, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP203+AO203, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY203))+AP203+AO203, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ203>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ203-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD203+BC203, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY203))+BD203+BC203, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO203+BN203, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY203))+BO203+BN203, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ203+BY203, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY203))+BZ203+BY203, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK203+CJ203, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY203))+CK203+CJ203, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP203>=$CT$9), $CT$6+$CT$5+CM203, IF(AND($CO$5>0,CP203>CO$11),(CP203-CO$11)/CO$5/'CSS BMP Sizing 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AB208+AA208, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY208))+AB208+AA208, 0)),0)","v":0},{"$f":"IF($AF$5>0,AF208/$AF$5,0)","v":0},0,0,0,{"$f":"IF(AE208>$AH$5,AE208-$AH$5,0)","v":0},{"$f":"IF(AG$8<=AG208, AG$8,AG208)","v":0},0,0,0,0,0,{"$f":"IF($T$9>0,$S208/$T$9*AS$2,0)","v":0},{"$f":"IF($Q$4>0,(AS$3)/$Q$4*$W208,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP208+AO208, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY208))+AP208+AO208, 0)),0)","v":0},0,{"$f":"IF(AR208>($AS$6+$AS$7),AR208-($AS$6+$AS$7),0)","v":0},0,{"$f":"IF(AT$9<=AR208-AS208-AT208, AT$9,AR208-AS208-AT208)","v":0},{"$f":"IF(BA208*$B$6<=AR208-AS208-AT208-AU208, IF(AND(AR208-(BA208*$B$6)<$AS$6,BA208>0), AR208-$AS$6, 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Roof\", DU208+DT208, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY208))+DU208+DT208, 0)),0)","v":0},{"$f":"IF($DX$5>0,DY208/$DX$5,0)","v":0},0,0,0,{"$f":"IF(DX208>$EA$6,DX208-$EA$6,0)","v":0},{"$f":"IF(DY$8<=DZ208, DY$8,DZ208)","v":0},0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ208-SUM(EB208:EC208))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH208>0,EH208/IF(EH208>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH208))*DX$5/12/3600)","v":0},0,{"$f":"IF($T$9>0,$S208/$T$9*EO$2,0)","v":0},{"$f":"IF($Q$4>0,(EO$3+EO$5)/$Q$4*$W208,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL208+EK208, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY208))+EL208+EK208, 0)),0)","v":0},0,{"$f":"IF(EN208>EO$6,EN208-EO$6,0)","v":0},0,0,{"$f":"IF(EP$8<=EN208-EO208-EP208-EQ208, EP$8,EN208-EO208-EP208-EQ208)","v":0},{"$f":"EN208-SUM(EO208:ER208)","v":0},0,0,{"$f":"IF(AND(EO$5>0,EN208-EO208>EO$11),(EN208-EO208-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV208*0.41)^0.5","v":0},{"$f":"IF(EN208-EO208>EO$11,IF(EW208*$B$6>EN208-EO208-EO$11,EN208-EO208-EO$11,EW208*$B$6),0)","v":0},{"$f":"IF($T$9>0,$S208/$T$9*FC$2,0)","v":0},{"$f":"IF($Q$4>0,(FC$3)/$Q$4*$W208,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ208+EY208, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY208))+EZ208+EY208, 0)),0)","v":0},0,{"$f":"IF(FB208>FC$6,FB208-FC$6,0)","v":0},{"$f":"IF(FD$8<=FB208-FC208, FD$8,FB208-FC208)","v":0},0,0,{"$f":"FB208-SUM(FC208:FF208)","v":0},0,0,{"$f":"IF(FC$5>0,(FB208-SUM(FC208:FE208))/FC$5,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ208)^0.5","v":0},0,{"$f":"IF($T$9>0,$S208/$T$9*FO$3,0)","v":0},{"$f":"IF($Q$4>0,FO$4/$Q$4*$W208,0)","v":0},0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU208)), 0)","v":0},{"$f":"FP208+'1-yr SBUH'!FP208","v":0},null,null,null,{"$f":"AM208+AN208","v":0},{"$f":"DO208+DP208","v":0},{"$f":"CW208+CX208","v":0},{"$f":"AX208+AY208","v":0},{"$f":"FH208+FI208","v":0},{"$f":"BW208+BX208","v":0},{"$f":"BL208+BM208","v":0},{"$f":"CH208+CI208","v":0},{"$f":"ET208+EU208","v":0},{"$f":"EF208+EG208","v":0}]
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HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+AP212+AO212, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ212>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ212-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD212+BC212, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+BD212+BC212, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO212+BN212, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+BO212+BN212, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ212+BY212, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+BZ212+BY212, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK212+CJ212, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+CK212+CJ212, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP212>=$CT$9), $CT$6+$CT$5+CM212, IF(AND($CO$5>0,CP212>CO$11),(CP212-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP212<$CT$9,0.66*$CR$8*(2*32.17*CY212*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM212+(CY212-CM212)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY212>0,(CY212/IF(CY212>$CT$6+$CT$5,$CT$6+$CT$5,CY212)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY212>0,(CY212/IF(CY212>$CT$6+$CT$5,$CT$6+$CT$5,CY212)),0)*CO$5/12/3600, IF(CP212<$CT$9,0.66*$CR$8*(2*32.17*CY212*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM212+(CY212-CM212)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC212+DB212, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+DC212+DB212, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH212>=$DL$9), $DL$5+$DL$6+DE212, IF(AND(DG$5>0,DH212>DG$11),(DH212-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH212<$DL$9,0.66*DJ$8*(2*32.17*DQ212*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE212+(DQ212-DE212)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ212>0, (DQ212/IF(DQ212>$DL$6+$DL$5,$DL$6+$DL$5, DQ212)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ212>0, (DQ212/IF(DQ212>$DL$6+$DL$5,$DL$6+$DL$5, DQ212)), 0)*DG$5/12/3600, IF(DH212<$DL$9,0.66*DJ$8*(2*32.17*DQ212*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE212+(DQ212-DE212)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU212+DT212, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+DU212+DT212, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ212-SUM(EB212:EC212))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH212>0,EH212/IF(EH212>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH212))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL212+EK212, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+EL212+EK212, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN212-EO212>EO$11),(EN212-EO212-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV212*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ212+EY212, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+EZ212+EY212, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ212)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU212)), 0)","v":0},{"$f":"FP212+'1-yr SBUH'!FP212","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["16:55:00",8.5199999999999998E-2,7.0999999999999995E-3,{"$f":"SUM(C$16:C219)","v":2.1830750000000005},2.1830750000000005,7.0999999999998842E-3,2.1830750000000005,7.0999999999998842E-3,2.1830750000000005,7.0999999999998842E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.1830750000000005,7.0999999999998842E-3,2.1830750000000005,7.0999999999998842E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.9559277961852994,7.0461233791201394E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB219+AA219, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+AB219+AA219, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP219+AO219, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+AP219+AO219, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ219>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ219-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD219+BC219, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+BD219+BC219, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO219+BN219, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+BO219+BN219, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ219+BY219, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+BZ219+BY219, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK219+CJ219, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+CK219+CJ219, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP219>=$CT$9), $CT$6+$CT$5+CM219, IF(AND($CO$5>0,CP219>CO$11),(CP219-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP219<$CT$9,0.66*$CR$8*(2*32.17*CY219*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM219+(CY219-CM219)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY219>0,(CY219/IF(CY219>$CT$6+$CT$5,$CT$6+$CT$5,CY219)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY219>0,(CY219/IF(CY219>$CT$6+$CT$5,$CT$6+$CT$5,CY219)),0)*CO$5/12/3600, IF(CP219<$CT$9,0.66*$CR$8*(2*32.17*CY219*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM219+(CY219-CM219)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC219+DB219, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+DC219+DB219, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH219>=$DL$9), $DL$5+$DL$6+DE219, IF(AND(DG$5>0,DH219>DG$11),(DH219-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH219<$DL$9,0.66*DJ$8*(2*32.17*DQ219*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE219+(DQ219-DE219)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ219>0, (DQ219/IF(DQ219>$DL$6+$DL$5,$DL$6+$DL$5, DQ219)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ219>0, (DQ219/IF(DQ219>$DL$6+$DL$5,$DL$6+$DL$5, DQ219)), 0)*DG$5/12/3600, IF(DH219<$DL$9,0.66*DJ$8*(2*32.17*DQ219*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE219+(DQ219-DE219)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU219+DT219, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+DU219+DT219, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ219-SUM(EB219:EC219))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH219>0,EH219/IF(EH219>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP 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Calculator'!$X$50*(2*32.2*FJ219)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU219)), 0)","v":0},{"$f":"FP219+'1-yr SBUH'!FP219","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["17:40:00",7.9200000000000007E-2,6.6E-3,{"$f":"SUM(C$16:C228)","v":2.2443833333333343},2.2443833333333343,6.6000000000001613E-3,2.2443833333333343,6.6000000000001613E-3,2.2443833333333343,6.6000000000001613E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.2443833333333343,6.6000000000001613E-3,2.2443833333333343,6.6000000000001613E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.0167841245170539,6.5524492130029088E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB228+AA228, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+AB228+AA228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP228+AO228, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+AP228+AO228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ228>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ228-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD228+BC228, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+BD228+BC228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO228+BN228, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+BO228+BN228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ228+BY228, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+BZ228+BY228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK228+CJ228, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+CK228+CJ228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP228>=$CT$9), $CT$6+$CT$5+CM228, IF(AND($CO$5>0,CP228>CO$11),(CP228-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP228<$CT$9,0.66*$CR$8*(2*32.17*CY228*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM228+(CY228-CM228)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY228>0,(CY228/IF(CY228>$CT$6+$CT$5,$CT$6+$CT$5,CY228)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY228>0,(CY228/IF(CY228>$CT$6+$CT$5,$CT$6+$CT$5,CY228)),0)*CO$5/12/3600, IF(CP228<$CT$9,0.66*$CR$8*(2*32.17*CY228*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM228+(CY228-CM228)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC228+DB228, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+DC228+DB228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH228>=$DL$9), $DL$5+$DL$6+DE228, IF(AND(DG$5>0,DH228>DG$11),(DH228-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH228<$DL$9,0.66*DJ$8*(2*32.17*DQ228*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE228+(DQ228-DE228)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ228>0, (DQ228/IF(DQ228>$DL$6+$DL$5,$DL$6+$DL$5, DQ228)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ228>0, (DQ228/IF(DQ228>$DL$6+$DL$5,$DL$6+$DL$5, DQ228)), 0)*DG$5/12/3600, IF(DH228<$DL$9,0.66*DJ$8*(2*32.17*DQ228*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE228+(DQ228-DE228)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU228+DT228, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+DU228+DT228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ228-SUM(EB228:EC228))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH228>0,EH228/IF(EH228>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH228))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL228+EK228, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+EL228+EK228, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN228-EO228>EO$11),(EN228-EO228-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV228*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ228+EY228, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+EZ228+EY228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ228)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU228)), 0)","v":0},{"$f":"FP228+'1-yr SBUH'!FP228","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["17:55:00",7.7399999999999997E-2,6.45E-3,{"$f":"SUM(C$16:C231)","v":2.2638833333333341},2.2638833333333341,6.4500000000000668E-3,2.2638833333333341,6.4500000000000668E-3,2.2638833333333341,6.4500000000000668E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.2638833333333341,6.4500000000000668E-3,2.2638833333333341,6.4500000000000668E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.0361451443051783,6.4042774487913512E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB231+AA231, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+AB231+AA231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP231+AO231, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+AP231+AO231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ231>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ231-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD231+BC231, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+BD231+BC231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO231+BN231, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+BO231+BN231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ231+BY231, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+BZ231+BY231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK231+CJ231, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+CK231+CJ231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP231>=$CT$9), $CT$6+$CT$5+CM231, IF(AND($CO$5>0,CP231>CO$11),(CP231-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP231<$CT$9,0.66*$CR$8*(2*32.17*CY231*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM231+(CY231-CM231)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY231>0,(CY231/IF(CY231>$CT$6+$CT$5,$CT$6+$CT$5,CY231)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY231>0,(CY231/IF(CY231>$CT$6+$CT$5,$CT$6+$CT$5,CY231)),0)*CO$5/12/3600, IF(CP231<$CT$9,0.66*$CR$8*(2*32.17*CY231*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM231+(CY231-CM231)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC231+DB231, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+DC231+DB231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH231>=$DL$9), $DL$5+$DL$6+DE231, IF(AND(DG$5>0,DH231>DG$11),(DH231-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH231<$DL$9,0.66*DJ$8*(2*32.17*DQ231*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE231+(DQ231-DE231)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ231>0, (DQ231/IF(DQ231>$DL$6+$DL$5,$DL$6+$DL$5, DQ231)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ231>0, (DQ231/IF(DQ231>$DL$6+$DL$5,$DL$6+$DL$5, DQ231)), 0)*DG$5/12/3600, IF(DH231<$DL$9,0.66*DJ$8*(2*32.17*DQ231*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE231+(DQ231-DE231)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU231+DT231, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+DU231+DT231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ231-SUM(EB231:EC231))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH231>0,EH231/IF(EH231>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH231))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL231+EK231, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+EL231+EK231, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN231-EO231>EO$11),(EN231-EO231-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV231*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ231+EY231, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+EZ231+EY231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ231)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU231)), 0)","v":0},{"$f":"FP231+'1-yr SBUH'!FP231","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["18:35:00",7.3300000000000004E-2,6.1083333333333345E-3,{"$f":"SUM(C$16:C239)","v":2.3139250000000007},2.3139250000000007,6.1083333333331602E-3,2.3139250000000007,6.1083333333331602E-3,2.3139250000000007,6.1083333333331602E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.3139250000000007,6.1083333333331602E-3,2.3139250000000007,6.1083333333331602E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.0858401668338971,6.0667725193974675E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB239+AA239, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+AB239+AA239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP239+AO239, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+AP239+AO239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ239>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ239-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD239+BC239, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+BD239+BC239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO239+BN239, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+BO239+BN239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ239+BY239, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+BZ239+BY239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK239+CJ239, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+CK239+CJ239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP239>=$CT$9), $CT$6+$CT$5+CM239, IF(AND($CO$5>0,CP239>CO$11),(CP239-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP239<$CT$9,0.66*$CR$8*(2*32.17*CY239*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM239+(CY239-CM239)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY239>0,(CY239/IF(CY239>$CT$6+$CT$5,$CT$6+$CT$5,CY239)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY239>0,(CY239/IF(CY239>$CT$6+$CT$5,$CT$6+$CT$5,CY239)),0)*CO$5/12/3600, IF(CP239<$CT$9,0.66*$CR$8*(2*32.17*CY239*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM239+(CY239-CM239)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC239+DB239, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+DC239+DB239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH239>=$DL$9), $DL$5+$DL$6+DE239, IF(AND(DG$5>0,DH239>DG$11),(DH239-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH239<$DL$9,0.66*DJ$8*(2*32.17*DQ239*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE239+(DQ239-DE239)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ239>0, (DQ239/IF(DQ239>$DL$6+$DL$5,$DL$6+$DL$5, DQ239)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ239>0, (DQ239/IF(DQ239>$DL$6+$DL$5,$DL$6+$DL$5, DQ239)), 0)*DG$5/12/3600, IF(DH239<$DL$9,0.66*DJ$8*(2*32.17*DQ239*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE239+(DQ239-DE239)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU239+DT239, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+DU239+DT239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ239-SUM(EB239:EC239))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH239>0,EH239/IF(EH239>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH239))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL239+EK239, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+EL239+EK239, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN239-EO239>EO$11),(EN239-EO239-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV239*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ239+EY239, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+EZ239+EY239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ239)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU239)), 0)","v":0},{"$f":"FP239+'1-yr SBUH'!FP239","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["19:10:00",7.0199999999999999E-2,5.8499999999999993E-3,{"$f":"SUM(C$16:C246)","v":2.3556250000000012},2.3556250000000012,5.8500000000001329E-3,2.3556250000000012,5.8500000000001329E-3,2.3556250000000012,5.8500000000001329E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.3556250000000012,5.8500000000001329E-3,2.3556250000000012,5.8500000000001329E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.1272618270613286,5.8115093720156885E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB246+AA246, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+AB246+AA246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP246+AO246, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+AP246+AO246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ246>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ246-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD246+BC246, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+BD246+BC246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO246+BN246, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+BO246+BN246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ246+BY246, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+BZ246+BY246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK246+CJ246, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+CK246+CJ246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP246>=$CT$9), $CT$6+$CT$5+CM246, IF(AND($CO$5>0,CP246>CO$11),(CP246-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP246<$CT$9,0.66*$CR$8*(2*32.17*CY246*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM246+(CY246-CM246)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY246>0,(CY246/IF(CY246>$CT$6+$CT$5,$CT$6+$CT$5,CY246)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY246>0,(CY246/IF(CY246>$CT$6+$CT$5,$CT$6+$CT$5,CY246)),0)*CO$5/12/3600, IF(CP246<$CT$9,0.66*$CR$8*(2*32.17*CY246*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM246+(CY246-CM246)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC246+DB246, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+DC246+DB246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH246>=$DL$9), $DL$5+$DL$6+DE246, IF(AND(DG$5>0,DH246>DG$11),(DH246-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH246<$DL$9,0.66*DJ$8*(2*32.17*DQ246*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE246+(DQ246-DE246)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ246>0, (DQ246/IF(DQ246>$DL$6+$DL$5,$DL$6+$DL$5, DQ246)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ246>0, (DQ246/IF(DQ246>$DL$6+$DL$5,$DL$6+$DL$5, DQ246)), 0)*DG$5/12/3600, IF(DH246<$DL$9,0.66*DJ$8*(2*32.17*DQ246*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE246+(DQ246-DE246)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU246+DT246, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+DU246+DT246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ246-SUM(EB246:EC246))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH246>0,EH246/IF(EH246>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH246))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL246+EK246, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+EL246+EK246, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN246-EO246>EO$11),(EN246-EO246-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV246*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ246+EY246, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+EZ246+EY246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ246)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU246)), 0)","v":0},{"$f":"FP246+'1-yr SBUH'!FP246","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["19:15:00",6.9699999999999998E-2,5.8083333333333329E-3,{"$f":"SUM(C$16:C247)","v":2.3614333333333346},2.3614333333333346,5.8083333333334153E-3,2.3614333333333346,5.8083333333334153E-3,2.3614333333333346,5.8083333333334153E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.3614333333333346,5.8083333333334153E-3,2.3614333333333346,5.8083333333334153E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.1330321203891716,5.7702933278429569E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB247+AA247, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY247))+AB247+AA247, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP247+AO247, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY247))+AP247+AO247, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ247>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ247-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD247+BC247, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY247))+BD247+BC247, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO247+BN247, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY247))+BO247+BN247, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ247+BY247, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY247))+BZ247+BY247, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK247+CJ247, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY247))+CK247+CJ247, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP247>=$CT$9), $CT$6+$CT$5+CM247, IF(AND($CO$5>0,CP247>CO$11),(CP247-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH247<$DL$9,0.66*DJ$8*(2*32.17*DQ247*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE247+(DQ247-DE247)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ247>0, (DQ247/IF(DQ247>$DL$6+$DL$5,$DL$6+$DL$5, DQ247)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ247>0, (DQ247/IF(DQ247>$DL$6+$DL$5,$DL$6+$DL$5, DQ247)), 0)*DG$5/12/3600, IF(DH247<$DL$9,0.66*DJ$8*(2*32.17*DQ247*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE247+(DQ247-DE247)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU247+DT247, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY247))+DU247+DT247, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ247-SUM(EB247:EC247))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH247>0,EH247/IF(EH247>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP 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Calculator'!$X$50*(2*32.2*FJ247)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU247)), 0)","v":0},{"$f":"FP247+'1-yr SBUH'!FP247","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["20:00:00",6.6299999999999998E-2,5.5250000000000004E-3,{"$f":"SUM(C$16:C256)","v":2.4122666666666683},2.4122666666666683,5.5250000000000021E-3,2.4122666666666683,5.5250000000000021E-3,2.4122666666666683,5.5250000000000021E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.4122666666666683,5.5250000000000021E-3,2.4122666666666683,5.5250000000000021E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.1835398570654387,5.4902352688577238E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB256+AA256, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+AB256+AA256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP256+AO256, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+AP256+AO256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ256>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ256-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD256+BC256, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+BD256+BC256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO256+BN256, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+BO256+BN256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ256+BY256, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+BZ256+BY256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK256+CJ256, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+CK256+CJ256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP256>=$CT$9), $CT$6+$CT$5+CM256, IF(AND($CO$5>0,CP256>CO$11),(CP256-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP256<$CT$9,0.66*$CR$8*(2*32.17*CY256*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM256+(CY256-CM256)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY256>0,(CY256/IF(CY256>$CT$6+$CT$5,$CT$6+$CT$5,CY256)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY256>0,(CY256/IF(CY256>$CT$6+$CT$5,$CT$6+$CT$5,CY256)),0)*CO$5/12/3600, IF(CP256<$CT$9,0.66*$CR$8*(2*32.17*CY256*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM256+(CY256-CM256)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC256+DB256, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+DC256+DB256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH256>=$DL$9), $DL$5+$DL$6+DE256, IF(AND(DG$5>0,DH256>DG$11),(DH256-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH256<$DL$9,0.66*DJ$8*(2*32.17*DQ256*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE256+(DQ256-DE256)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ256>0, (DQ256/IF(DQ256>$DL$6+$DL$5,$DL$6+$DL$5, DQ256)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ256>0, (DQ256/IF(DQ256>$DL$6+$DL$5,$DL$6+$DL$5, DQ256)), 0)*DG$5/12/3600, IF(DH256<$DL$9,0.66*DJ$8*(2*32.17*DQ256*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE256+(DQ256-DE256)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU256+DT256, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+DU256+DT256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ256-SUM(EB256:EC256))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH256>0,EH256/IF(EH256>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH256))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL256+EK256, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+EL256+EK256, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN256-EO256>EO$11),(EN256-EO256-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV256*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ256+EY256, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+EZ256+EY256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ256)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU256)), 0)","v":0},{"$f":"FP256+'1-yr SBUH'!FP256","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["20:15:00",6.5299999999999997E-2,5.4416666666666667E-3,{"$f":"SUM(C$16:C259)","v":2.4286666666666679},2.4286666666666679,5.441666666666567E-3,2.4286666666666679,5.441666666666567E-3,2.4286666666666679,5.441666666666567E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.4286666666666679,5.441666666666567E-3,2.4286666666666679,5.441666666666567E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.1998375369212617,5.4078597688334007E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB259+AA259, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+AB259+AA259, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP259+AO259, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+AP259+AO259, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ259>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ259-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD259+BC259, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+BD259+BC259, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO259+BN259, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+BO259+BN259, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ259+BY259, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+BZ259+BY259, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK259+CJ259, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+CK259+CJ259, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP259>=$CT$9), $CT$6+$CT$5+CM259, IF(AND($CO$5>0,CP259>CO$11),(CP259-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH259<$DL$9,0.66*DJ$8*(2*32.17*DQ259*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE259+(DQ259-DE259)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ259>0, (DQ259/IF(DQ259>$DL$6+$DL$5,$DL$6+$DL$5, DQ259)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ259>0, (DQ259/IF(DQ259>$DL$6+$DL$5,$DL$6+$DL$5, DQ259)), 0)*DG$5/12/3600, IF(DH259<$DL$9,0.66*DJ$8*(2*32.17*DQ259*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE259+(DQ259-DE259)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU259+DT259, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+DU259+DT259, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ259-SUM(EB259:EC259))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH259>0,EH259/IF(EH259>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH259))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL259+EK259, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+EL259+EK259, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN259-EO259>EO$11),(EN259-EO259-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV259*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ259+EY259, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+EZ259+EY259, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ259)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU259)), 0)","v":0},{"$f":"FP259+'1-yr SBUH'!FP259","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["20:45:00",6.3299999999999995E-2,5.2750000000000002E-3,{"$f":"SUM(C$16:C265)","v":2.4607166666666682},2.4607166666666682,5.2750000000001407E-3,2.4607166666666682,5.2750000000001407E-3,2.4607166666666682,5.2750000000001407E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.4607166666666682,5.2750000000001407E-3,2.4607166666666682,5.2750000000001407E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.2316912680486718,5.2430270615029251E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB265+AA265, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+AB265+AA265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP265+AO265, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+AP265+AO265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ265>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ265-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD265+BC265, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+BD265+BC265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO265+BN265, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+BO265+BN265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ265+BY265, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+BZ265+BY265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK265+CJ265, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+CK265+CJ265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP265>=$CT$9), $CT$6+$CT$5+CM265, IF(AND($CO$5>0,CP265>CO$11),(CP265-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP265<$CT$9,0.66*$CR$8*(2*32.17*CY265*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM265+(CY265-CM265)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY265>0,(CY265/IF(CY265>$CT$6+$CT$5,$CT$6+$CT$5,CY265)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY265>0,(CY265/IF(CY265>$CT$6+$CT$5,$CT$6+$CT$5,CY265)),0)*CO$5/12/3600, IF(CP265<$CT$9,0.66*$CR$8*(2*32.17*CY265*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM265+(CY265-CM265)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC265+DB265, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+DC265+DB265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH265>=$DL$9), $DL$5+$DL$6+DE265, IF(AND(DG$5>0,DH265>DG$11),(DH265-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH265<$DL$9,0.66*DJ$8*(2*32.17*DQ265*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE265+(DQ265-DE265)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ265>0, (DQ265/IF(DQ265>$DL$6+$DL$5,$DL$6+$DL$5, DQ265)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ265>0, (DQ265/IF(DQ265>$DL$6+$DL$5,$DL$6+$DL$5, DQ265)), 0)*DG$5/12/3600, IF(DH265<$DL$9,0.66*DJ$8*(2*32.17*DQ265*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE265+(DQ265-DE265)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU265+DT265, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+DU265+DT265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ265-SUM(EB265:EC265))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH265>0,EH265/IF(EH265>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH265))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL265+EK265, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+EL265+EK265, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN265-EO265>EO$11),(EN265-EO265-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV265*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ265+EY265, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+EZ265+EY265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ265)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU265)), 0)","v":0},{"$f":"FP265+'1-yr SBUH'!FP265","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["21:30:00",6.0699999999999997E-2,{"$f":"B274*5/60","v":5.0583333333333331E-3},{"$f":"SUM(C$16:C274)","v":2.5070833333333349},2.5070833333333349,{"$f":"E274-E273","v":5.0583333333333869E-3},2.5070833333333349,{"$f":"G274-G273","v":5.0583333333333869E-3},2.5070833333333349,{"$f":"I274-I273","v":5.0583333333333869E-3},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$f":"M273+$F$10*(L274+L273-2*M273)","v":{"$error":"#DIV/0!"}},2.5070833333333349,{"$f":"N274-N273","v":5.0583333333333869E-3},2.5070833333333349,{"$f":"P274-P273","v":5.0583333333333869E-3},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.2777823311053749,{"$f":"T274-T273","v":5.0287325776161573E-3},0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB274+AA274, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+AB274+AA274, 0)),0)","v":0},0,0,{"$f":"AE274-AH274","v":0},0,0,0,0,0,{"$f":"AG274-SUM(AI274:AK274)","v":0},0,{"$f":"AH274/$B$6","v":0},0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP274+AO274, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+AP274+AO274, 0)),0)","v":0},{"$f":"AQ274*$B$5*60+AW273","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AZ274>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ274-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD274+BC274, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+BD274+BC274, 0)),0)","v":0},{"$f":"BE274*$B$5*60+BK273","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO274+BN274, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+BO274+BN274, 0)),0)","v":0},{"$f":"BP274*$B$5*60+BV273","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ274+BY274, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+BZ274+BY274, 0)),0)","v":0},{"$f":"CA274*$B$5*60+CG273","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK274+CJ274, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+CK274+CJ274, 0)),0)","v":0},0,0,{"$f":"CN274-CQ274","v":0},0,0,0,0,0,0,{"$f":"CP274-SUM(CR274:CU274)","v":0},{"$f":"CS274/$B$6","v":0},{"$f":"CQ274/$B$6","v":0},{"$f":"IF(AND($CO$5>0, CP274>=$CT$9), $CT$6+$CT$5+CM274, IF(AND($CO$5>0,CP274>CO$11),(CP274-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP274<$CT$9,0.66*$CR$8*(2*32.17*CY274*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM274+(CY274-CM274)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY274>0,(CY274/IF(CY274>$CT$6+$CT$5,$CT$6+$CT$5,CY274)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY274>0,(CY274/IF(CY274>$CT$6+$CT$5,$CT$6+$CT$5,CY274)),0)*CO$5/12/3600, IF(CP274<$CT$9,0.66*$CR$8*(2*32.17*CY274*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM274+(CY274-CM274)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC274+DB274, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+DC274+DB274, 0)),0)","v":0},0,0,{"$f":"DF274-DI274","v":0},0,0,0,0,0,0,{"$f":"DH274-SUM(DJ274:DM274)","v":0},{"$f":"DK274/$B$6","v":0},{"$f":"DI274/$B$6","v":0},{"$f":"IF(AND($DG$5>0, DH274>=$DL$9), $DL$5+$DL$6+DE274, IF(AND(DG$5>0,DH274>DG$11),(DH274-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH274<$DL$9,0.66*DJ$8*(2*32.17*DQ274*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE274+(DQ274-DE274)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ274>0, (DQ274/IF(DQ274>$DL$6+$DL$5,$DL$6+$DL$5, DQ274)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ274>0, (DQ274/IF(DQ274>$DL$6+$DL$5,$DL$6+$DL$5, DQ274)), 0)*DG$5/12/3600, IF(DH274<$DL$9,0.66*DJ$8*(2*32.17*DQ274*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE274+(DQ274-DE274)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU274+DT274, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+DU274+DT274, 0)),0)","v":0},0,0,{"$f":"DX274-EA274","v":0},0,0,0,0,{"$f":"IF(EI274*$B$6<=DZ274-EB274-EC274, EI274*$B$6,DZ274-EB274-EC274)","v":0},{"$f":"DZ274-SUM(EB274:ED274)","v":0},0,{"$f":"EA274/$B$6","v":0},{"$f":"IF(DX$5>0,(DZ274-SUM(EB274:EC274))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH274>0,EH274/IF(EH274>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH274))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL274+EK274, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+EL274+EK274, 0)),0)","v":0},{"$f":"EM274*$B$5*60+ES273","v":0},0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN274-EO274>EO$11),(EN274-EO274-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV274*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ274+EY274, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+EZ274+EY274, 0)),0)","v":0},0,0,0,0,{"$f":"IF(FK274*$B$6<=FB274-FC274-FD274-FE274, FK274*$B$6,FB274-FC274-FD274-FE274)","v":0},0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ274)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU274)), 0)","v":0},{"$f":"FP274+'1-yr SBUH'!FP274","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["21:45:00",5.9900000000000002E-2,4.9916666666666668E-3,{"$f":"SUM(C$16:C277)","v":2.5221166666666686},2.5221166666666686,4.9916666666667275E-3,2.5221166666666686,4.9916666666667275E-3,2.5221166666666686,4.9916666666667275E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.5221166666666686,4.9916666666667275E-3,2.5221166666666686,4.9916666666667275E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.2927283493918078,4.9627832005723072E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB277+AA277, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY277))+AB277+AA277, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP277+AO277, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY277))+AP277+AO277, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ277>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ277-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD277+BC277, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY277))+BD277+BC277, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO277+BN277, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY277))+BO277+BN277, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ277+BY277, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY277))+BZ277+BY277, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK277+CJ277, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY277))+CK277+CJ277, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP277>=$CT$9), $CT$6+$CT$5+CM277, IF(AND($CO$5>0,CP277>CO$11),(CP277-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ277)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU277)), 0)","v":0},{"$f":"FP277+'1-yr SBUH'!FP277","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["22:20:00",5.8099999999999999E-2,4.841666666666666E-3,{"$f":"SUM(C$16:C284)","v":2.5564583333333353},2.5564583333333353,4.841666666666633E-3,2.5564583333333353,4.841666666666633E-3,2.5564583333333353,4.841666666666633E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.5564583333333353,4.841666666666633E-3,2.5564583333333353,4.841666666666633E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.3268741774280985,4.814356333614711E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB284+AA284, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY284))+AB284+AA284, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP284+AO284, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY284))+AP284+AO284, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ284>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ284-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD284+BC284, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY284))+BD284+BC284, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO284+BN284, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY284))+BO284+BN284, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ284+BY284, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY284))+BZ284+BY284, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK284+CJ284, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY284))+CK284+CJ284, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP284>=$CT$9), $CT$6+$CT$5+CM284, IF(AND($CO$5>0,CP284>CO$11),(CP284-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ284)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU284)), 0)","v":0},{"$f":"FP284+'1-yr SBUH'!FP284","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["22:45:00",5.7000000000000002E-2,4.7500000000000007E-3,{"$f":"SUM(C$16:C289)","v":2.580383333333335},2.580383333333335,4.750000000000032E-3,2.580383333333335,4.750000000000032E-3,2.580383333333335,4.750000000000032E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.580383333333335,4.750000000000032E-3,2.580383333333335,4.750000000000032E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.3506656389209555,4.7236732653681557E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB289+AA289, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY289))+AB289+AA289, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP289+AO289, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY289))+AP289+AO289, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ289>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ289-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD289+BC289, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY289))+BD289+BC289, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF($Q$4>0,(BR$3)/$Q$4*$W289,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO289+BN289, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY289))+BO289+BN289, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ289+BY289, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY289))+BZ289+BY289, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK289+CJ289, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY289))+CK289+CJ289, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP289>=$CT$9), $CT$6+$CT$5+CM289, IF(AND($CO$5>0,CP289>CO$11),(CP289-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ289)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU289)), 0)","v":0},{"$f":"FP289+'1-yr SBUH'!FP289","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["23:05:00",5.6099999999999997E-2,4.6749999999999995E-3,{"$f":"SUM(C$16:C293)","v":2.5991833333333352},2.5991833333333352,4.6750000000002068E-3,2.5991833333333352,4.6750000000002068E-3,2.5991833333333352,4.6750000000002068E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.5991833333333352,4.6750000000002068E-3,2.5991833333333352,4.6750000000002068E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.3693623287729864,4.6494414255562333E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB293+AA293, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY293))+AB293+AA293, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP293+AO293, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY293))+AP293+AO293, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ293>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ293-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD293+BC293, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY293))+BD293+BC293, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO293+BN293, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY293))+BO293+BN293, 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0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN330-EO330>EO$11),(EN330-EO330-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV330*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ330+EY330, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY330))+EZ330+EY330, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ330)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU330)), 0)","v":0},{"$f":"FP330+'1-yr SBUH'!FP330","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY339))+BZ339+BY339, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK339+CJ339, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY339))+CK339+CJ339, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP339>=$CT$9), $CT$6+$CT$5+CM339, IF(AND($CO$5>0,CP339>CO$11),(CP339-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP339<$CT$9,0.66*$CR$8*(2*32.17*CY339*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM339+(CY339-CM339)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY339>0,(CY339/IF(CY339>$CT$6+$CT$5,$CT$6+$CT$5,CY339)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY339>0,(CY339/IF(CY339>$CT$6+$CT$5,$CT$6+$CT$5,CY339)),0)*CO$5/12/3600, 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IF(DH367<$DL$9,0.66*DJ$8*(2*32.17*DQ367*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE367+(DQ367-DE367)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU367+DT367, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY367))+DU367+DT367, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ367-SUM(EB367:EC367))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH367>0,EH367/IF(EH367>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH367))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL367+EK367, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY367))+EL367+EK367, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN367-EO367>EO$11),(EN367-EO367-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV367*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ367+EY367, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY367))+EZ367+EY367, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ367)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU367)), 0)","v":0},{"$f":"FP367+'1-yr SBUH'!FP367","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ374-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD374+BC374, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY374))+BD374+BC374, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO374+BN374, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY374))+BO374+BN374, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ374+BY374, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY374))+BZ374+BY374, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK374+CJ374, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY374))+CK374+CJ374, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP374>=$CT$9), $CT$6+$CT$5+CM374, IF(AND($CO$5>0,CP374>CO$11),(CP374-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP374<$CT$9,0.66*$CR$8*(2*32.17*CY374*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM374+(CY374-CM374)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY374>0,(CY374/IF(CY374>$CT$6+$CT$5,$CT$6+$CT$5,CY374)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY374>0,(CY374/IF(CY374>$CT$6+$CT$5,$CT$6+$CT$5,CY374)),0)*CO$5/12/3600, IF(CP374<$CT$9,0.66*$CR$8*(2*32.17*CY374*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM374+(CY374-CM374)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC374+DB374, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY374))+DC374+DB374, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH374>=$DL$9), $DL$5+$DL$6+DE374, IF(AND(DG$5>0,DH374>DG$11),(DH374-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH374<$DL$9,0.66*DJ$8*(2*32.17*DQ374*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE374+(DQ374-DE374)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ374>0, (DQ374/IF(DQ374>$DL$6+$DL$5,$DL$6+$DL$5, DQ374)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ374>0, (DQ374/IF(DQ374>$DL$6+$DL$5,$DL$6+$DL$5, DQ374)), 0)*DG$5/12/3600, IF(DH374<$DL$9,0.66*DJ$8*(2*32.17*DQ374*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE374+(DQ374-DE374)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU374+DT374, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY374))+DU374+DT374, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ374-SUM(EB374:EC374))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH374>0,EH374/IF(EH374>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH374))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL374+EK374, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY374))+EL374+EK374, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN374-EO374>EO$11),(EN374-EO374-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV374*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ374+EY374, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY374))+EZ374+EY374, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ374)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU374)), 0)","v":0},{"$f":"FP374+'1-yr SBUH'!FP374","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
[1.2534722222227299,null,null,null,null,null,null,null,null,null,null,0,{"$error":"#DIV/0!"},null,null,null,null,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB377+AA377, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+AB377+AA377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP377+AO377, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+AP377+AO377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ377>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ377-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD377+BC377, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+BD377+BC377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO377+BN377, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+BO377+BN377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ377+BY377, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+BZ377+BY377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK377+CJ377, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+CK377+CJ377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP377>=$CT$9), $CT$6+$CT$5+CM377, IF(AND($CO$5>0,CP377>CO$11),(CP377-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP377<$CT$9,0.66*$CR$8*(2*32.17*CY377*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM377+(CY377-CM377)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY377>0,(CY377/IF(CY377>$CT$6+$CT$5,$CT$6+$CT$5,CY377)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY377>0,(CY377/IF(CY377>$CT$6+$CT$5,$CT$6+$CT$5,CY377)),0)*CO$5/12/3600, IF(CP377<$CT$9,0.66*$CR$8*(2*32.17*CY377*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM377+(CY377-CM377)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC377+DB377, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+DC377+DB377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH377>=$DL$9), $DL$5+$DL$6+DE377, IF(AND(DG$5>0,DH377>DG$11),(DH377-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH377<$DL$9,0.66*DJ$8*(2*32.17*DQ377*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE377+(DQ377-DE377)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ377>0, (DQ377/IF(DQ377>$DL$6+$DL$5,$DL$6+$DL$5, DQ377)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ377>0, (DQ377/IF(DQ377>$DL$6+$DL$5,$DL$6+$DL$5, DQ377)), 0)*DG$5/12/3600, IF(DH377<$DL$9,0.66*DJ$8*(2*32.17*DQ377*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE377+(DQ377-DE377)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU377+DT377, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+DU377+DT377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ377-SUM(EB377:EC377))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH377>0,EH377/IF(EH377>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH377))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL377+EK377, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+EL377+EK377, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN377-EO377>EO$11),(EN377-EO377-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV377*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ377+EY377, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+EZ377+EY377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ377)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU377)), 0)","v":0},{"$f":"FP377+'1-yr SBUH'!FP377","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
[1.28125000000057,null,null,null,null,null,null,null,null,null,null,0,{"$error":"#DIV/0!"},null,null,null,null,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB385+AA385, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+AB385+AA385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP385+AO385, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+AP385+AO385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ385>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ385-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD385+BC385, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+BD385+BC385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO385+BN385, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+BO385+BN385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ385+BY385, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+BZ385+BY385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK385+CJ385, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+CK385+CJ385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP385>=$CT$9), $CT$6+$CT$5+CM385, IF(AND($CO$5>0,CP385>CO$11),(CP385-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP385<$CT$9,0.66*$CR$8*(2*32.17*CY385*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM385+(CY385-CM385)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY385>0,(CY385/IF(CY385>$CT$6+$CT$5,$CT$6+$CT$5,CY385)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY385>0,(CY385/IF(CY385>$CT$6+$CT$5,$CT$6+$CT$5,CY385)),0)*CO$5/12/3600, IF(CP385<$CT$9,0.66*$CR$8*(2*32.17*CY385*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM385+(CY385-CM385)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC385+DB385, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+DC385+DB385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH385>=$DL$9), $DL$5+$DL$6+DE385, IF(AND(DG$5>0,DH385>DG$11),(DH385-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH385<$DL$9,0.66*DJ$8*(2*32.17*DQ385*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE385+(DQ385-DE385)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ385>0, (DQ385/IF(DQ385>$DL$6+$DL$5,$DL$6+$DL$5, DQ385)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ385>0, (DQ385/IF(DQ385>$DL$6+$DL$5,$DL$6+$DL$5, DQ385)), 0)*DG$5/12/3600, IF(DH385<$DL$9,0.66*DJ$8*(2*32.17*DQ385*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE385+(DQ385-DE385)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU385+DT385, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+DU385+DT385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ385-SUM(EB385:EC385))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH385>0,EH385/IF(EH385>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH385))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL385+EK385, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+EL385+EK385, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN385-EO385>EO$11),(EN385-EO385-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV385*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ385+EY385, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+EZ385+EY385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ385)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU385)), 0)","v":0},{"$f":"FP385+'1-yr SBUH'!FP385","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY386))+BZ386+BY386, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK386+CJ386, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY386))+CK386+CJ386, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP386>=$CT$9), $CT$6+$CT$5+CM386, IF(AND($CO$5>0,CP386>CO$11),(CP386-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP386<$CT$9,0.66*$CR$8*(2*32.17*CY386*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM386+(CY386-CM386)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY386>0,(CY386/IF(CY386>$CT$6+$CT$5,$CT$6+$CT$5,CY386)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY386>0,(CY386/IF(CY386>$CT$6+$CT$5,$CT$6+$CT$5,CY386)),0)*CO$5/12/3600, IF(CP386<$CT$9,0.66*$CR$8*(2*32.17*CY386*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM386+(CY386-CM386)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC386+DB386, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY386))+DC386+DB386, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH386>=$DL$9), $DL$5+$DL$6+DE386, IF(AND(DG$5>0,DH386>DG$11),(DH386-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH386<$DL$9,0.66*DJ$8*(2*32.17*DQ386*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE386+(DQ386-DE386)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ386>0, (DQ386/IF(DQ386>$DL$6+$DL$5,$DL$6+$DL$5, DQ386)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ386>0, (DQ386/IF(DQ386>$DL$6+$DL$5,$DL$6+$DL$5, DQ386)), 0)*DG$5/12/3600, IF(DH386<$DL$9,0.66*DJ$8*(2*32.17*DQ386*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE386+(DQ386-DE386)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU386+DT386, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY386))+DU386+DT386, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ386-SUM(EB386:EC386))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH386>0,EH386/IF(EH386>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH386))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL386+EK386, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY386))+EL386+EK386, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN386-EO386>EO$11),(EN386-EO386-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV386*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ386+EY386, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY386))+EZ386+EY386, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ386)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU386)), 0)","v":0},{"$f":"FP386+'1-yr SBUH'!FP386","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ395-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD395+BC395, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY395))+BD395+BC395, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO395+BN395, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY395))+BO395+BN395, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ395+BY395, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY395))+BZ395+BY395, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK395+CJ395, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY395))+CK395+CJ395, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP395>=$CT$9), $CT$6+$CT$5+CM395, IF(AND($CO$5>0,CP395>CO$11),(CP395-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP395<$CT$9,0.66*$CR$8*(2*32.17*CY395*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM395+(CY395-CM395)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY395>0,(CY395/IF(CY395>$CT$6+$CT$5,$CT$6+$CT$5,CY395)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY395>0,(CY395/IF(CY395>$CT$6+$CT$5,$CT$6+$CT$5,CY395)),0)*CO$5/12/3600, IF(CP395<$CT$9,0.66*$CR$8*(2*32.17*CY395*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM395+(CY395-CM395)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC395+DB395, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY395))+DC395+DB395, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH395>=$DL$9), $DL$5+$DL$6+DE395, IF(AND(DG$5>0,DH395>DG$11),(DH395-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH395<$DL$9,0.66*DJ$8*(2*32.17*DQ395*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE395+(DQ395-DE395)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ395>0, (DQ395/IF(DQ395>$DL$6+$DL$5,$DL$6+$DL$5, DQ395)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ395>0, (DQ395/IF(DQ395>$DL$6+$DL$5,$DL$6+$DL$5, DQ395)), 0)*DG$5/12/3600, 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Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY427))+BZ427+BY427, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK427+CJ427, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY427))+CK427+CJ427, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP427>=$CT$9), $CT$6+$CT$5+CM427, IF(AND($CO$5>0,CP427>CO$11),(CP427-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP427<$CT$9,0.66*$CR$8*(2*32.17*CY427*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM427+(CY427-CM427)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY427>0,(CY427/IF(CY427>$CT$6+$CT$5,$CT$6+$CT$5,CY427)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY427>0,(CY427/IF(CY427>$CT$6+$CT$5,$CT$6+$CT$5,CY427)),0)*CO$5/12/3600, IF(CP427<$CT$9,0.66*$CR$8*(2*32.17*CY427*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM427+(CY427-CM427)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC427+DB427, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY427))+DC427+DB427, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH427>=$DL$9), $DL$5+$DL$6+DE427, IF(AND(DG$5>0,DH427>DG$11),(DH427-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH427<$DL$9,0.66*DJ$8*(2*32.17*DQ427*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE427+(DQ427-DE427)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ427>0, (DQ427/IF(DQ427>$DL$6+$DL$5,$DL$6+$DL$5, DQ427)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ427>0, (DQ427/IF(DQ427>$DL$6+$DL$5,$DL$6+$DL$5, DQ427)), 0)*DG$5/12/3600, IF(DH427<$DL$9,0.66*DJ$8*(2*32.17*DQ427*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE427+(DQ427-DE427)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU427+DT427, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY427))+DU427+DT427, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ427-SUM(EB427:EC427))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH427>0,EH427/IF(EH427>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH427))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL427+EK427, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY427))+EL427+EK427, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN427-EO427>EO$11),(EN427-EO427-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV427*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ427+EY427, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY427))+EZ427+EY427, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ427)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU427)), 0)","v":0},{"$f":"FP427+'1-yr SBUH'!FP427","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
[1.4444444444453799,null,null,null,null,null,null,null,null,null,null,0,{"$error":"#DIV/0!"},null,null,null,null,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB432+AA432, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+AB432+AA432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP432+AO432, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+AP432+AO432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ432>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ432-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD432+BC432, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+BD432+BC432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO432+BN432, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+BO432+BN432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ432+BY432, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+BZ432+BY432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK432+CJ432, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+CK432+CJ432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP432>=$CT$9), $CT$6+$CT$5+CM432, IF(AND($CO$5>0,CP432>CO$11),(CP432-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP432<$CT$9,0.66*$CR$8*(2*32.17*CY432*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM432+(CY432-CM432)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY432>0,(CY432/IF(CY432>$CT$6+$CT$5,$CT$6+$CT$5,CY432)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY432>0,(CY432/IF(CY432>$CT$6+$CT$5,$CT$6+$CT$5,CY432)),0)*CO$5/12/3600, IF(CP432<$CT$9,0.66*$CR$8*(2*32.17*CY432*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM432+(CY432-CM432)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC432+DB432, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+DC432+DB432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH432>=$DL$9), $DL$5+$DL$6+DE432, IF(AND(DG$5>0,DH432>DG$11),(DH432-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH432<$DL$9,0.66*DJ$8*(2*32.17*DQ432*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE432+(DQ432-DE432)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ432>0, (DQ432/IF(DQ432>$DL$6+$DL$5,$DL$6+$DL$5, DQ432)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ432>0, (DQ432/IF(DQ432>$DL$6+$DL$5,$DL$6+$DL$5, DQ432)), 0)*DG$5/12/3600, IF(DH432<$DL$9,0.66*DJ$8*(2*32.17*DQ432*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE432+(DQ432-DE432)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU432+DT432, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+DU432+DT432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ432-SUM(EB432:EC432))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH432>0,EH432/IF(EH432>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH432))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL432+EK432, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+EL432+EK432, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN432-EO432>EO$11),(EN432-EO432-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV432*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ432+EY432, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+EZ432+EY432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ432)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU432)), 0)","v":0},{"$f":"FP432+'1-yr SBUH'!FP432","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
[1.4756944444454501,null,null,null,null,null,null,null,null,null,null,0,{"$error":"#DIV/0!"},null,null,null,null,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB441+AA441, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+AB441+AA441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP441+AO441, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+AP441+AO441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ441>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ441-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD441+BC441, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+BD441+BC441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO441+BN441, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+BO441+BN441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ441+BY441, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+BZ441+BY441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK441+CJ441, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+CK441+CJ441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP441>=$CT$9), $CT$6+$CT$5+CM441, IF(AND($CO$5>0,CP441>CO$11),(CP441-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP441<$CT$9,0.66*$CR$8*(2*32.17*CY441*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM441+(CY441-CM441)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY441>0,(CY441/IF(CY441>$CT$6+$CT$5,$CT$6+$CT$5,CY441)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY441>0,(CY441/IF(CY441>$CT$6+$CT$5,$CT$6+$CT$5,CY441)),0)*CO$5/12/3600, IF(CP441<$CT$9,0.66*$CR$8*(2*32.17*CY441*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM441+(CY441-CM441)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC441+DB441, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+DC441+DB441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH441>=$DL$9), $DL$5+$DL$6+DE441, IF(AND(DG$5>0,DH441>DG$11),(DH441-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH441<$DL$9,0.66*DJ$8*(2*32.17*DQ441*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE441+(DQ441-DE441)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ441>0, (DQ441/IF(DQ441>$DL$6+$DL$5,$DL$6+$DL$5, DQ441)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ441>0, (DQ441/IF(DQ441>$DL$6+$DL$5,$DL$6+$DL$5, DQ441)), 0)*DG$5/12/3600, IF(DH441<$DL$9,0.66*DJ$8*(2*32.17*DQ441*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE441+(DQ441-DE441)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU441+DT441, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+DU441+DT441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ441-SUM(EB441:EC441))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH441>0,EH441/IF(EH441>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH441))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL441+EK441, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+EL441+EK441, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN441-EO441>EO$11),(EN441-EO441-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV441*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ441+EY441, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+EZ441+EY441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ441)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU441)), 0)","v":0},{"$f":"FP441+'1-yr SBUH'!FP441","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY448))+BZ448+BY448, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK448+CJ448, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY448))+CK448+CJ448, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP448>=$CT$9), $CT$6+$CT$5+CM448, IF(AND($CO$5>0,CP448>CO$11),(CP448-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP448<$CT$9,0.66*$CR$8*(2*32.17*CY448*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM448+(CY448-CM448)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY448>0,(CY448/IF(CY448>$CT$6+$CT$5,$CT$6+$CT$5,CY448)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY448>0,(CY448/IF(CY448>$CT$6+$CT$5,$CT$6+$CT$5,CY448)),0)*CO$5/12/3600, 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IF(DH448<$DL$9,0.66*DJ$8*(2*32.17*DQ448*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE448+(DQ448-DE448)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU448+DT448, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY448))+DU448+DT448, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ448-SUM(EB448:EC448))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH448>0,EH448/IF(EH448>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH448))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL448+EK448, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY448))+EL448+EK448, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN448-EO448>EO$11),(EN448-EO448-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV448*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ448+EY448, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY448))+EZ448+EY448, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ448)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU448)), 0)","v":0},{"$f":"FP448+'1-yr SBUH'!FP448","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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ROWS($FY$15:$FY451))+BZ451+BY451, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK451+CJ451, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY451))+CK451+CJ451, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP451>=$CT$9), $CT$6+$CT$5+CM451, IF(AND($CO$5>0,CP451>CO$11),(CP451-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP451<$CT$9,0.66*$CR$8*(2*32.17*CY451*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM451+(CY451-CM451)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY451>0,(CY451/IF(CY451>$CT$6+$CT$5,$CT$6+$CT$5,CY451)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY451>0,(CY451/IF(CY451>$CT$6+$CT$5,$CT$6+$CT$5,CY451)),0)*CO$5/12/3600, 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Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ466+EY466, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY466))+EZ466+EY466, 0)),0)","v":0},0,0,0,0,{"$f":"IF(FK466*$B$6<=FB466-FC466-FD466-FE466, FK466*$B$6,FB466-FC466-FD466-FE466)","v":0},0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ466)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU466)), 0)","v":0},{"$f":"FP466+'1-yr SBUH'!FP466","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD469+BC469, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY469))+BD469+BC469, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO469+BN469, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY469))+BO469+BN469, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ469+BY469, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY469))+BZ469+BY469, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK469+CJ469, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY469))+CK469+CJ469, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP469>=$CT$9), $CT$6+$CT$5+CM469, IF(AND($CO$5>0,CP469>CO$11),(CP469-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP469<$CT$9,0.66*$CR$8*(2*32.17*CY469*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM469+(CY469-CM469)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY469>0,(CY469/IF(CY469>$CT$6+$CT$5,$CT$6+$CT$5,CY469)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY469>0,(CY469/IF(CY469>$CT$6+$CT$5,$CT$6+$CT$5,CY469)),0)*CO$5/12/3600, IF(CP469<$CT$9,0.66*$CR$8*(2*32.17*CY469*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM469+(CY469-CM469)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC469+DB469, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY469))+DC469+DB469, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH469>=$DL$9), $DL$5+$DL$6+DE469, IF(AND(DG$5>0,DH469>DG$11),(DH469-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH469<$DL$9,0.66*DJ$8*(2*32.17*DQ469*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE469+(DQ469-DE469)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ469>0, (DQ469/IF(DQ469>$DL$6+$DL$5,$DL$6+$DL$5, DQ469)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ469>0, (DQ469/IF(DQ469>$DL$6+$DL$5,$DL$6+$DL$5, DQ469)), 0)*DG$5/12/3600, IF(DH469<$DL$9,0.66*DJ$8*(2*32.17*DQ469*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE469+(DQ469-DE469)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU469+DT469, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY469))+DU469+DT469, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ469-SUM(EB469:EC469))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH469>0,EH469/IF(EH469>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH469))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL469+EK469, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY469))+EL469+EK469, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN469-EO469>EO$11),(EN469-EO469-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV469*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ469+EY469, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY469))+EZ469+EY469, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ469)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU469)), 0)","v":0},{"$f":"FP469+'1-yr SBUH'!FP469","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD478+BC478, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY478))+BD478+BC478, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO478+BN478, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY478))+BO478+BN478, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ478+BY478, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY478))+BZ478+BY478, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK478+CJ478, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY478))+CK478+CJ478, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP478>=$CT$9), $CT$6+$CT$5+CM478, IF(AND($CO$5>0,CP478>CO$11),(CP478-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP478<$CT$9,0.66*$CR$8*(2*32.17*CY478*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM478+(CY478-CM478)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY478>0,(CY478/IF(CY478>$CT$6+$CT$5,$CT$6+$CT$5,CY478)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY478>0,(CY478/IF(CY478>$CT$6+$CT$5,$CT$6+$CT$5,CY478)),0)*CO$5/12/3600, IF(CP478<$CT$9,0.66*$CR$8*(2*32.17*CY478*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM478+(CY478-CM478)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC478+DB478, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY478))+DC478+DB478, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH478>=$DL$9), $DL$5+$DL$6+DE478, IF(AND(DG$5>0,DH478>DG$11),(DH478-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH478<$DL$9,0.66*DJ$8*(2*32.17*DQ478*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE478+(DQ478-DE478)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ478>0, (DQ478/IF(DQ478>$DL$6+$DL$5,$DL$6+$DL$5, DQ478)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ478>0, (DQ478/IF(DQ478>$DL$6+$DL$5,$DL$6+$DL$5, DQ478)), 0)*DG$5/12/3600, IF(DH478<$DL$9,0.66*DJ$8*(2*32.17*DQ478*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE478+(DQ478-DE478)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU478+DT478, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY478))+DU478+DT478, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ478-SUM(EB478:EC478))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH478>0,EH478/IF(EH478>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH478))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL478+EK478, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY478))+EL478+EK478, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN478-EO478>EO$11),(EN478-EO478-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV478*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ478+EY478, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY478))+EZ478+EY478, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ478)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU478)), 0)","v":0},{"$f":"FP478+'1-yr SBUH'!FP478","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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ROWS($FY$15:$FY479))+BZ479+BY479, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK479+CJ479, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY479))+CK479+CJ479, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP479>=$CT$9), $CT$6+$CT$5+CM479, IF(AND($CO$5>0,CP479>CO$11),(CP479-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP479<$CT$9,0.66*$CR$8*(2*32.17*CY479*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM479+(CY479-CM479)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY479>0,(CY479/IF(CY479>$CT$6+$CT$5,$CT$6+$CT$5,CY479)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY479>0,(CY479/IF(CY479>$CT$6+$CT$5,$CT$6+$CT$5,CY479)),0)*CO$5/12/3600, IF(CP479<$CT$9,0.66*$CR$8*(2*32.17*CY479*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM479+(CY479-CM479)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC479+DB479, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY479))+DC479+DB479, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH479>=$DL$9), $DL$5+$DL$6+DE479, IF(AND(DG$5>0,DH479>DG$11),(DH479-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH479<$DL$9,0.66*DJ$8*(2*32.17*DQ479*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE479+(DQ479-DE479)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ479>0, (DQ479/IF(DQ479>$DL$6+$DL$5,$DL$6+$DL$5, DQ479)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ479>0, (DQ479/IF(DQ479>$DL$6+$DL$5,$DL$6+$DL$5, DQ479)), 0)*DG$5/12/3600, IF(DH479<$DL$9,0.66*DJ$8*(2*32.17*DQ479*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE479+(DQ479-DE479)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU479+DT479, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY479))+DU479+DT479, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ479-SUM(EB479:EC479))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH479>0,EH479/IF(EH479>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH479))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL479+EK479, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY479))+EL479+EK479, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN479-EO479>EO$11),(EN479-EO479-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV479*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ479+EY479, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY479))+EZ479+EY479, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ479)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU479)), 0)","v":0},{"$f":"FP479+'1-yr SBUH'!FP479","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD489+BC489, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY489))+BD489+BC489, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO489+BN489, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY489))+BO489+BN489, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ489+BY489, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY489))+BZ489+BY489, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK489+CJ489, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY489))+CK489+CJ489, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP489>=$CT$9), $CT$6+$CT$5+CM489, IF(AND($CO$5>0,CP489>CO$11),(CP489-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP489<$CT$9,0.66*$CR$8*(2*32.17*CY489*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM489+(CY489-CM489)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY489>0,(CY489/IF(CY489>$CT$6+$CT$5,$CT$6+$CT$5,CY489)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY489>0,(CY489/IF(CY489>$CT$6+$CT$5,$CT$6+$CT$5,CY489)),0)*CO$5/12/3600, IF(CP489<$CT$9,0.66*$CR$8*(2*32.17*CY489*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM489+(CY489-CM489)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC489+DB489, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY489))+DC489+DB489, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH489>=$DL$9), $DL$5+$DL$6+DE489, IF(AND(DG$5>0,DH489>DG$11),(DH489-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH489<$DL$9,0.66*DJ$8*(2*32.17*DQ489*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE489+(DQ489-DE489)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ489>0, (DQ489/IF(DQ489>$DL$6+$DL$5,$DL$6+$DL$5, DQ489)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ489>0, (DQ489/IF(DQ489>$DL$6+$DL$5,$DL$6+$DL$5, DQ489)), 0)*DG$5/12/3600, IF(DH489<$DL$9,0.66*DJ$8*(2*32.17*DQ489*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE489+(DQ489-DE489)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU489+DT489, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY489))+DU489+DT489, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ489-SUM(EB489:EC489))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH489>0,EH489/IF(EH489>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH489))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL489+EK489, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY489))+EL489+EK489, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN489-EO489>EO$11),(EN489-EO489-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV489*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ489+EY489, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY489))+EZ489+EY489, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ489)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU489)), 0)","v":0},{"$f":"FP489+'1-yr SBUH'!FP489","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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ROWS($FY$15:$FY494))+BZ494+BY494, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK494+CJ494, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY494))+CK494+CJ494, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP494>=$CT$9), $CT$6+$CT$5+CM494, IF(AND($CO$5>0,CP494>CO$11),(CP494-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP494<$CT$9,0.66*$CR$8*(2*32.17*CY494*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM494+(CY494-CM494)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY494>0,(CY494/IF(CY494>$CT$6+$CT$5,$CT$6+$CT$5,CY494)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY494>0,(CY494/IF(CY494>$CT$6+$CT$5,$CT$6+$CT$5,CY494)),0)*CO$5/12/3600, IF(CP494<$CT$9,0.66*$CR$8*(2*32.17*CY494*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM494+(CY494-CM494)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC494+DB494, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY494))+DC494+DB494, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH494>=$DL$9), $DL$5+$DL$6+DE494, IF(AND(DG$5>0,DH494>DG$11),(DH494-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH494<$DL$9,0.66*DJ$8*(2*32.17*DQ494*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE494+(DQ494-DE494)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ494>0, (DQ494/IF(DQ494>$DL$6+$DL$5,$DL$6+$DL$5, DQ494)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ494>0, (DQ494/IF(DQ494>$DL$6+$DL$5,$DL$6+$DL$5, DQ494)), 0)*DG$5/12/3600, IF(DH494<$DL$9,0.66*DJ$8*(2*32.17*DQ494*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE494+(DQ494-DE494)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU494+DT494, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY494))+DU494+DT494, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ494-SUM(EB494:EC494))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH494>0,EH494/IF(EH494>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH494))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL494+EK494, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY494))+EL494+EK494, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN494-EO494>EO$11),(EN494-EO494-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV494*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ494+EY494, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY494))+EZ494+EY494, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ494)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU494)), 0)","v":0},{"$f":"FP494+'1-yr SBUH'!FP494","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ497-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD497+BC497, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY497))+BD497+BC497, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO497+BN497, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY497))+BO497+BN497, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ497+BY497, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY497))+BZ497+BY497, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK497+CJ497, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY497))+CK497+CJ497, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP497>=$CT$9), $CT$6+$CT$5+CM497, IF(AND($CO$5>0,CP497>CO$11),(CP497-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP497<$CT$9,0.66*$CR$8*(2*32.17*CY497*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM497+(CY497-CM497)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY497>0,(CY497/IF(CY497>$CT$6+$CT$5,$CT$6+$CT$5,CY497)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY497>0,(CY497/IF(CY497>$CT$6+$CT$5,$CT$6+$CT$5,CY497)),0)*CO$5/12/3600, 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IF(DH497<$DL$9,0.66*DJ$8*(2*32.17*DQ497*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE497+(DQ497-DE497)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU497+DT497, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY497))+DU497+DT497, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ497-SUM(EB497:EC497))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH497>0,EH497/IF(EH497>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH497))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL497+EK497, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY497))+EL497+EK497, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN497-EO497>EO$11),(EN497-EO497-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV497*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ497+EY497, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY497))+EZ497+EY497, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ497)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU497)), 0)","v":0},{"$f":"FP497+'1-yr SBUH'!FP497","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD506+BC506, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY506))+BD506+BC506, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO506+BN506, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY506))+BO506+BN506, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ506+BY506, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY506))+BZ506+BY506, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK506+CJ506, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY506))+CK506+CJ506, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP506>=$CT$9), $CT$6+$CT$5+CM506, IF(AND($CO$5>0,CP506>CO$11),(CP506-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP506<$CT$9,0.66*$CR$8*(2*32.17*CY506*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM506+(CY506-CM506)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY506>0,(CY506/IF(CY506>$CT$6+$CT$5,$CT$6+$CT$5,CY506)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY506>0,(CY506/IF(CY506>$CT$6+$CT$5,$CT$6+$CT$5,CY506)),0)*CO$5/12/3600, IF(CP506<$CT$9,0.66*$CR$8*(2*32.17*CY506*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM506+(CY506-CM506)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC506+DB506, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY506))+DC506+DB506, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH506>=$DL$9), $DL$5+$DL$6+DE506, IF(AND(DG$5>0,DH506>DG$11),(DH506-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH506<$DL$9,0.66*DJ$8*(2*32.17*DQ506*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE506+(DQ506-DE506)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ506>0, (DQ506/IF(DQ506>$DL$6+$DL$5,$DL$6+$DL$5, DQ506)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ506>0, (DQ506/IF(DQ506>$DL$6+$DL$5,$DL$6+$DL$5, DQ506)), 0)*DG$5/12/3600, IF(DH506<$DL$9,0.66*DJ$8*(2*32.17*DQ506*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE506+(DQ506-DE506)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU506+DT506, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY506))+DU506+DT506, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ506-SUM(EB506:EC506))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH506>0,EH506/IF(EH506>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH506))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL506+EK506, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY506))+EL506+EK506, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN506-EO506>EO$11),(EN506-EO506-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV506*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ506+EY506, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY506))+EZ506+EY506, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ506)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU506)), 0)","v":0},{"$f":"FP506+'1-yr SBUH'!FP506","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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ROWS($FY$15:$FY513))+BZ513+BY513, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK513+CJ513, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY513))+CK513+CJ513, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP513>=$CT$9), $CT$6+$CT$5+CM513, IF(AND($CO$5>0,CP513>CO$11),(CP513-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP513<$CT$9,0.66*$CR$8*(2*32.17*CY513*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM513+(CY513-CM513)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY513>0,(CY513/IF(CY513>$CT$6+$CT$5,$CT$6+$CT$5,CY513)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY513>0,(CY513/IF(CY513>$CT$6+$CT$5,$CT$6+$CT$5,CY513)),0)*CO$5/12/3600, IF(CP513<$CT$9,0.66*$CR$8*(2*32.17*CY513*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM513+(CY513-CM513)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC513+DB513, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY513))+DC513+DB513, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH513>=$DL$9), $DL$5+$DL$6+DE513, IF(AND(DG$5>0,DH513>DG$11),(DH513-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH513<$DL$9,0.66*DJ$8*(2*32.17*DQ513*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE513+(DQ513-DE513)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ513>0, (DQ513/IF(DQ513>$DL$6+$DL$5,$DL$6+$DL$5, DQ513)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ513>0, (DQ513/IF(DQ513>$DL$6+$DL$5,$DL$6+$DL$5, DQ513)), 0)*DG$5/12/3600, IF(DH513<$DL$9,0.66*DJ$8*(2*32.17*DQ513*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE513+(DQ513-DE513)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU513+DT513, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY513))+DU513+DT513, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ513-SUM(EB513:EC513))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH513>0,EH513/IF(EH513>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH513))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL513+EK513, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY513))+EL513+EK513, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN513-EO513>EO$11),(EN513-EO513-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV513*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ513+EY513, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY513))+EZ513+EY513, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ513)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU513)), 0)","v":0},{"$f":"FP513+'1-yr SBUH'!FP513","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD515+BC515, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY515))+BD515+BC515, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO515+BN515, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY515))+BO515+BN515, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ515+BY515, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY515))+BZ515+BY515, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK515+CJ515, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY515))+CK515+CJ515, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP515>=$CT$9), $CT$6+$CT$5+CM515, IF(AND($CO$5>0,CP515>CO$11),(CP515-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP515<$CT$9,0.66*$CR$8*(2*32.17*CY515*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM515+(CY515-CM515)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY515>0,(CY515/IF(CY515>$CT$6+$CT$5,$CT$6+$CT$5,CY515)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY515>0,(CY515/IF(CY515>$CT$6+$CT$5,$CT$6+$CT$5,CY515)),0)*CO$5/12/3600, IF(CP515<$CT$9,0.66*$CR$8*(2*32.17*CY515*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM515+(CY515-CM515)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC515+DB515, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY515))+DC515+DB515, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH515>=$DL$9), $DL$5+$DL$6+DE515, IF(AND(DG$5>0,DH515>DG$11),(DH515-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH515<$DL$9,0.66*DJ$8*(2*32.17*DQ515*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE515+(DQ515-DE515)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ515>0, (DQ515/IF(DQ515>$DL$6+$DL$5,$DL$6+$DL$5, DQ515)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ515>0, (DQ515/IF(DQ515>$DL$6+$DL$5,$DL$6+$DL$5, DQ515)), 0)*DG$5/12/3600, IF(DH515<$DL$9,0.66*DJ$8*(2*32.17*DQ515*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE515+(DQ515-DE515)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU515+DT515, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY515))+DU515+DT515, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ515-SUM(EB515:EC515))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH515>0,EH515/IF(EH515>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH515))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL515+EK515, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY515))+EL515+EK515, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN515-EO515>EO$11),(EN515-EO515-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV515*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ515+EY515, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY515))+EZ515+EY515, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ515)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU515)), 0)","v":0},{"$f":"FP515+'1-yr SBUH'!FP515","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
[1.76388888889053,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB524+AA524, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+AB524+AA524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP524+AO524, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+AP524+AO524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ524>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ524-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD524+BC524, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+BD524+BC524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO524+BN524, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+BO524+BN524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ524+BY524, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+BZ524+BY524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK524+CJ524, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+CK524+CJ524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP524>=$CT$9), $CT$6+$CT$5+CM524, IF(AND($CO$5>0,CP524>CO$11),(CP524-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP524<$CT$9,0.66*$CR$8*(2*32.17*CY524*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM524+(CY524-CM524)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY524>0,(CY524/IF(CY524>$CT$6+$CT$5,$CT$6+$CT$5,CY524)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY524>0,(CY524/IF(CY524>$CT$6+$CT$5,$CT$6+$CT$5,CY524)),0)*CO$5/12/3600, IF(CP524<$CT$9,0.66*$CR$8*(2*32.17*CY524*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM524+(CY524-CM524)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC524+DB524, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+DC524+DB524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH524>=$DL$9), $DL$5+$DL$6+DE524, IF(AND(DG$5>0,DH524>DG$11),(DH524-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH524<$DL$9,0.66*DJ$8*(2*32.17*DQ524*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE524+(DQ524-DE524)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ524>0, (DQ524/IF(DQ524>$DL$6+$DL$5,$DL$6+$DL$5, DQ524)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ524>0, (DQ524/IF(DQ524>$DL$6+$DL$5,$DL$6+$DL$5, DQ524)), 0)*DG$5/12/3600, IF(DH524<$DL$9,0.66*DJ$8*(2*32.17*DQ524*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE524+(DQ524-DE524)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU524+DT524, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+DU524+DT524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ524-SUM(EB524:EC524))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH524>0,EH524/IF(EH524>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH524))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL524+EK524, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+EL524+EK524, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN524-EO524>EO$11),(EN524-EO524-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV524*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ524+EY524, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+EZ524+EY524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ524)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU524)), 0)","v":0},{"$f":"FP524+'1-yr SBUH'!FP524","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD525+BC525, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY525))+BD525+BC525, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO525+BN525, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY525))+BO525+BN525, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ525+BY525, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, 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IF(DH525<$DL$9,0.66*DJ$8*(2*32.17*DQ525*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE525+(DQ525-DE525)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU525+DT525, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY525))+DU525+DT525, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ525-SUM(EB525:EC525))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH525>0,EH525/IF(EH525>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH525))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL525+EK525, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY525))+EL525+EK525, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN525-EO525>EO$11),(EN525-EO525-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV525*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ525+EY525, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY525))+EZ525+EY525, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ525)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU525)), 0)","v":0},{"$f":"FP525+'1-yr SBUH'!FP525","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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IF(DH534<$DL$9,0.66*DJ$8*(2*32.17*DQ534*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE534+(DQ534-DE534)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU534+DT534, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY534))+DU534+DT534, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ534-SUM(EB534:EC534))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH534>0,EH534/IF(EH534>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH534))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL534+EK534, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY534))+EL534+EK534, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN534-EO534>EO$11),(EN534-EO534-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV534*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ534+EY534, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY534))+EZ534+EY534, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ534)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU534)), 0)","v":0},{"$f":"FP534+'1-yr SBUH'!FP534","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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ROWS($FY$15:$FY541))+BZ541+BY541, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK541+CJ541, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY541))+CK541+CJ541, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP541>=$CT$9), $CT$6+$CT$5+CM541, IF(AND($CO$5>0,CP541>CO$11),(CP541-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP541<$CT$9,0.66*$CR$8*(2*32.17*CY541*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM541+(CY541-CM541)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY541>0,(CY541/IF(CY541>$CT$6+$CT$5,$CT$6+$CT$5,CY541)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY541>0,(CY541/IF(CY541>$CT$6+$CT$5,$CT$6+$CT$5,CY541)),0)*CO$5/12/3600, 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IF(CP566<$CT$9,0.66*$CR$8*(2*32.17*CY566*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM566+(CY566-CM566)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC566+DB566, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY566))+DC566+DB566, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH566>=$DL$9), $DL$5+$DL$6+DE566, IF(AND(DG$5>0,DH566>DG$11),(DH566-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH566<$DL$9,0.66*DJ$8*(2*32.17*DQ566*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE566+(DQ566-DE566)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ566>0, (DQ566/IF(DQ566>$DL$6+$DL$5,$DL$6+$DL$5, DQ566)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ566>0, (DQ566/IF(DQ566>$DL$6+$DL$5,$DL$6+$DL$5, DQ566)), 0)*DG$5/12/3600, 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0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN566-EO566>EO$11),(EN566-EO566-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV566*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ566+EY566, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY566))+EZ566+EY566, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ566)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU566)), 0)","v":0},{"$f":"FP566+'1-yr SBUH'!FP566","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD571+BC571, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY571))+BD571+BC571, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO571+BN571, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY571))+BO571+BN571, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ571+BY571, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY571))+BZ571+BY571, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK571+CJ571, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY571))+CK571+CJ571, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP571>=$CT$9), $CT$6+$CT$5+CM571, IF(AND($CO$5>0,CP571>CO$11),(CP571-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP571<$CT$9,0.66*$CR$8*(2*32.17*CY571*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM571+(CY571-CM571)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY571>0,(CY571/IF(CY571>$CT$6+$CT$5,$CT$6+$CT$5,CY571)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY571>0,(CY571/IF(CY571>$CT$6+$CT$5,$CT$6+$CT$5,CY571)),0)*CO$5/12/3600, IF(CP571<$CT$9,0.66*$CR$8*(2*32.17*CY571*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM571+(CY571-CM571)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC571+DB571, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY571))+DC571+DB571, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH571>=$DL$9), $DL$5+$DL$6+DE571, IF(AND(DG$5>0,DH571>DG$11),(DH571-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH571<$DL$9,0.66*DJ$8*(2*32.17*DQ571*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE571+(DQ571-DE571)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ571>0, (DQ571/IF(DQ571>$DL$6+$DL$5,$DL$6+$DL$5, DQ571)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ571>0, (DQ571/IF(DQ571>$DL$6+$DL$5,$DL$6+$DL$5, DQ571)), 0)*DG$5/12/3600, IF(DH571<$DL$9,0.66*DJ$8*(2*32.17*DQ571*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE571+(DQ571-DE571)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU571+DT571, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY571))+DU571+DT571, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ571-SUM(EB571:EC571))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH571>0,EH571/IF(EH571>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH571))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL571+EK571, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY571))+EL571+EK571, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN571-EO571>EO$11),(EN571-EO571-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV571*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ571+EY571, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY571))+EZ571+EY571, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ571)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU571)), 0)","v":0},{"$f":"FP571+'1-yr SBUH'!FP571","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
[1.9583333333354001,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB580+AA580, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+AB580+AA580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP580+AO580, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+AP580+AO580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ580>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ580-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD580+BC580, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+BD580+BC580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO580+BN580, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+BO580+BN580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ580+BY580, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+BZ580+BY580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK580+CJ580, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+CK580+CJ580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP580>=$CT$9), $CT$6+$CT$5+CM580, IF(AND($CO$5>0,CP580>CO$11),(CP580-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP580<$CT$9,0.66*$CR$8*(2*32.17*CY580*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM580+(CY580-CM580)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY580>0,(CY580/IF(CY580>$CT$6+$CT$5,$CT$6+$CT$5,CY580)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY580>0,(CY580/IF(CY580>$CT$6+$CT$5,$CT$6+$CT$5,CY580)),0)*CO$5/12/3600, IF(CP580<$CT$9,0.66*$CR$8*(2*32.17*CY580*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM580+(CY580-CM580)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC580+DB580, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+DC580+DB580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH580>=$DL$9), $DL$5+$DL$6+DE580, IF(AND(DG$5>0,DH580>DG$11),(DH580-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH580<$DL$9,0.66*DJ$8*(2*32.17*DQ580*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE580+(DQ580-DE580)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ580>0, (DQ580/IF(DQ580>$DL$6+$DL$5,$DL$6+$DL$5, DQ580)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ580>0, (DQ580/IF(DQ580>$DL$6+$DL$5,$DL$6+$DL$5, DQ580)), 0)*DG$5/12/3600, IF(DH580<$DL$9,0.66*DJ$8*(2*32.17*DQ580*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE580+(DQ580-DE580)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU580+DT580, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+DU580+DT580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ580-SUM(EB580:EC580))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH580>0,EH580/IF(EH580>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH580))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL580+EK580, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+EL580+EK580, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN580-EO580>EO$11),(EN580-EO580-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV580*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ580+EY580, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+EZ580+EY580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ580)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU580)), 0)","v":0},{"$f":"FP580+'1-yr SBUH'!FP580","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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["SITE CONDITIONS",null,null,null,"EXISTING",null,null,null,null,null,null,null,null,"PROPOSED CONDITIONS - Total Runoff Generated",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bioretention (No Underdrain No Liner)",null,null,null,null,null,null,null,null,null,"Bioretention (No Underdrain No Liner) Performance Summary",null,null,null,"Rainwater Harvesting Cistern",null,null,null,null,null,null,"Rainwater Harvesting Performance Summary",null,null,null,null,null,null,null,"Infiltration Trench",null,null,null,null,null,null,"Infiltration Trench Performance Summary",null,null,null,"Dry Well",null,null,null,null,null,null,"Dry Well Performance Summary",null,null,"Permeable Pavement (No Underdrain)",null,null,null,null,null,null,null,"Permeable Pavement (No Underdrain) Performance Summary",null,null,"Bioretention/FTP (Underdrain No Liner)",null,null,null,null,null,null,null,null,null,null,null,"Bioretention/FTP (Underdrain No Liner) Performance Summary",null,null,null,null,null,"Bioretention/FTP (Underdrain Liner)",null,null,null,null,null,null,null,null,null,null,null,"Bioretention/FTP (Underdrain Liner) Performance Summary",null,null,null,null,null,null,"Vegetated Roof",null,null,null,null,null,null,null,null,null,"Vegetated Roof Performance Summary",null,null,null,null,null,"Permeable Pavement (Underdrain)",null,null,null,null,null,null,"Permeable Pavement (Underdrain) Performance Summary",null,null,null,null,null,null,null,null,"Detention Vault",null,null,null,null,"Detention Vault Performance Summary",null,null,null,null,"PROPOSED CONDITIONS - Runoff Draining Directly to Sewer",null,null,"TOTAL PROJECT CONDITIONS OUTFLOWS"]
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["TIME","DESIGN STORM",null,null,"EXISTING CONDITIONS",null,null,null,null,null,null,null,null,"PROJECT CONDITIONS ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bioretention (No Underdrain No Liner)",null,null,null,null,null,null,null,null,null,null,null,null,null,"RAINWATER HARVESTING",null,null,null,null,null,null,null,null,null,null,null,null,null,"INFILTRATION TRENCH",null,null,null,null,null,null,null,null,null,null,"DRY WELL",null,null,null,null,null,null,null,null,null,null,"PERMEABLE PAVEMENT (NO UNDERDRAINED)",null,null,null,null,null,null,null,null,null,null,"Bioretention/FTP (Underdrain No Liner)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bioretention/FTP (Underdrain Liner)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"VEGETATED ROOF",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Permeable Pavement (Underdrain)",null,null,null,null,null,null,null,null,null,null,null,null,null,"DETENTION VAULT"]
[null,"CAP 1-yr 24 hr",null,null,"Pervious",null,null,null,"Impervious",null,null,null,null,"Pervious",null,null,null,null,null,"Impervious",null,null,null,"Totals",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Not Needed",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE","HIDE",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE","HIDE",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE","Not Needed",null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE",null,null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE","Not Needed"]
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["TIME","DESIGN STORM",null,null,"EXISTING CONDITIONS",null,null,null,null,null,null,null,null,"PROJECT CONDITIONS ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bioretention (No Underdrain No Liner)",null,null,null,null,null,null,null,null,null,null,null,null,null,"RAINWATER HARVESTING",null,null,null,null,null,null,null,null,null,null,null,null,null,"INFILTRATION TRENCH",null,null,null,null,null,null,null,null,null,null,"DRY WELL",null,null,null,null,null,null,null,null,null,null,"PERMEABLE PAVEMENT (NO UNDERDRAINED)",null,null,null,null,null,null,null,null,null,null,"Bioretention/FTP (Underdrain No Liner)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bioretention/FTP (Underdrain Liner)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"VEGETATED ROOF",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PERMEABLE PAVEMENT (UNDERDRAIN)",null,null,null,null,null,null,null,null,null,null,null,null,null,"DETENTION VAULT"]
[null,"CAP 1-yr 24 hr",null,null,"Pervious",null,null,null,"Impervious",null,null,null,null,"Pervious",null,null,null,null,null,"Impervious",null,null,null,"Totals",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Not Needed",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE","HIDE",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE","HIDE",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE","Not Needed",null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE",null,null,null,null,null,null,null,null,null,null,null,null,"HIDE","HIDE","Not Needed"]
["Time","Intensity","Incremental Depth","Accum. Depth","Accumulated Runoff","Incr. Runoff","Accumulated Runoff","Incr. Runoff","Accumulated Runoff","Incr. Runoff","Total Inst. Runoff","Inst. Flow","Design Flow","Accumulated Runoff","Incr. Runoff","Accumulated Runoff","Incr. Runoff","Inst. Flow","Design Flow","Accumulated Runoff","Incr. Runoff","Inst. Flow","Design Flow","Total Incr. Runoff","Total Inst. Flow","Total Design Flow","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Ponding Depth","Ponding Volume","Ending Ponding Volume","Media Storage Volume","Incr. Overflow Volume","Incr. Infiltration Volume","Incr. Reuse Volume","Incr. Discharge Volume","Ending Media Storage Volume","Detained Outflow","Overflow","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Accum. Volume","Incr. Overflow Volume","Incr. Infiltration Volume","Incr. Reuse Volume","Incr. Discharge Volume","Ending Volume","Detained Outflow","Overflow","Approx. Water Depth","Orifice Flowrate Capacity","Discharge Volume Check","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Accum. Volume","Incr. Overflow Volume","Incr. Infiltration Volume","Incr. Reuse Volume","Incr. Discharge Volume","Ending Volume","Detained Outflow","Overflow","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Accum. Volume","Incr. Overflow Volume","Incr. Infiltration Volume","Incr. Reuse Volume","Incr. Discharge Volume","Ending Volume","Detained Outflow","Overflow","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Accum. Volume","Incr. Overflow Volume","Incr. Infiltration Volume","Incr. Reuse Volume","Incr. Discharge Volume","Ending Volume","Detained Outflow","Overflow","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Ponding Depth","Ponding Volume","Ending Ponding Volume","Media Storage Volume","Incr. Overflow Volume","Incr. E/T Volume","Incr. Discharge Volume","Incr. Reuse Volume","Incr. Infiltration Volume","Ending Media Storage Volume","Detained Outflow","Overflow","Appr. Depth above UD ","Discharge Capacity ","Discharge Volume ","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Ponding Depth","Ponding Volume","Ending Ponding Volume","Media Storage Volume","Incr. Overflow Volume","Incr. E/T Volume","Incr. Discharge Volume","Incr. Reuse Volume","Incr. Infiltration Volume","Ending Media Storage Volume","Detained Outflow","Overflow","Appr. Depth above UD ","Discharge Capacity ","Discharge Volume ","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Ponding Depth","Ponding Volume","Ending Ponding Volume","Media Storage Volume","Incr. Overflow Volume","Incr. E/T Volume","Incr. Reuse Volume","Incr. Discharge Volume","Ending Media Storage Volume","Detained Outflow","Overflow","Approx. Water Depth","Filter Rate Capacity","Discharge Volume Check","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Accum. Volume","Incr. Overflow Volume","Incr. Discharge Volume","Incr. Reuse Volume","Incr. Infiltration Volume","Ending Volume","Detained Outflow","Overflow","Approx. Water Depth","Orifice Flowrate Capacity","Discharge Volume","Perv. Flow to BMP","Imp.  Flow to BMP","Flow to BMP","Accum. Volume","Incr. Overflow Volume","Incr. Infiltration Volume","Incr. Reuse Volume","Incr. Discharge Volume","Ending Volume","Detained Outflow","Overflow","Approx. Water Depth","Orifice Flowrate Capacity","Discharge Volume Check","Perv. Flow to CSS","Imp.  Flow to CSS","Flow to CSS","Total"]
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IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY16))+DU16+DT16, 0)),0)","v":0},{"$f":"IF($DX$5>0,DY16/$DX$5,0)","v":0},{"$f":"IF(DV16>$EA$3,(DV16-$EA$3)*$B$6,0)","v":0},{"$f":"DX16-EA16","v":0},{"$f":"IF(DV16<$EA$3,DV16*$B$6,$EA$3*$B$6)","v":0},{"$f":"IF(DX16>$EA$6,DX16-$EA$6,0)","v":0},{"$f":"IF(DY$8<=DZ16, DY$8,DZ16)","v":0},0,{"$f":"IF(EI16*$B$6<=DZ16-EB16-EC16, EI16*$B$6,DZ16-EB16-EC16)","v":0},{"$f":"DZ16-SUM(EB16:ED16)","v":0},{"$f":"ED16/$B$6","v":0},{"$f":"EA16/$B$6","v":0},{"$f":"IF(DX$5>0,(DZ16-SUM(EB16:EC16))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH16>0,EH16/IF(EH16>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH16))*DX$5/12/3600)","v":0},{"$f":"EI16*$B$6","v":0},{"$f":"IF($T$9>0,$S16/$T$9*EO$2,0)","v":0},{"$f":"IF($Q$4>0,(EO$3+EO$5)/$Q$4*$W16,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS 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HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY17))+EZ17+EY17, 0)),0)","v":0},{"$f":"FA17*B$6+FG16","v":0},0,0,0,{"$f":"IF(FK17*$B$6<=FB17-FC17-FD17-FE17, FK17*$B$6,FB17-FC17-FD17-FE17)","v":0},0,{"$f":"FF17/$B$6","v":0},{"$f":"FC17/$B$6","v":0},0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ17)^0.5","v":0},{"$f":"FK17*$B$6","v":0},0,0,{"$f":"FN17+FM17","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU17)),0)","v":0},{"$f":"FP17+'2-yr SBUH'!FP17","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:10:00",5.4899999999999997E-2,{"$f":"B18*5/60","v":4.5749999999999992E-3},{"$f":"SUM(C$16:C18)","v":9.1333333333333318E-3},9.1333333333333318E-3,{"$f":"E18-E17","v":4.5749999999999992E-3},9.1333333333333318E-3,{"$f":"G18-G17","v":4.5749999999999992E-3},9.1333333333333318E-3,{"$f":"I18-I17","v":4.5749999999999992E-3},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$f":"M17+$F$10*(L18+L17-2*M17)","v":{"$error":"#DIV/0!"}},9.1333333333333318E-3,{"$f":"N18-N17","v":4.5749999999999992E-3},9.1333333333333318E-3,{"$f":"P18-P17","v":4.5749999999999992E-3},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0,{"$f":"T18-T17","v":0},0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB18+AA18, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY18))+AB18+AA18, 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0)),0)","v":0},{"$f":"BE18*$B$5*60+BK17","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO18+BN18, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY18))+BO18+BN18, 0)),0)","v":0},{"$f":"BP18*$B$5*60+BV17","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ18+BY18, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY18))+BZ18+BY18, 0)),0)","v":0},{"$f":"CA18*$B$5*60+CG17","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK18+CJ18, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY18))+CK18+CJ18, 0)),0)","v":0},0,0,{"$f":"CN18-CQ18","v":0},0,0,0,0,0,0,{"$f":"CP18-SUM(CR18:CU18)","v":0},{"$f":"CS18/$B$6","v":0},{"$f":"CQ18/$B$6","v":0},{"$f":"IF(AND($CO$5>0, CP18>=$CT$9), $CT$6+$CT$5+CM18, IF(AND($CO$5>0,CP18>CO$11),(CP18-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP18<$CT$9,0.66*$CR$8*(2*32.17*CY18*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM18+(CY18-CM18)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY18>0,(CY18/IF(CY18>$CT$6+$CT$5,$CT$6+$CT$5,CY18)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY18>0,(CY18/IF(CY18>$CT$6+$CT$5,$CT$6+$CT$5,CY18)),0)*CO$5/12/3600, IF(CP18<$CT$9,0.66*$CR$8*(2*32.17*CY18*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM18+(CY18-CM18)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC18+DB18, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY18))+DC18+DB18, 0)),0)","v":0},0,0,{"$f":"DF18-DI18","v":0},0,0,0,0,0,0,{"$f":"DH18-SUM(DJ18:DM18)","v":0},{"$f":"DK18/$B$6","v":0},{"$f":"DI18/$B$6","v":0},{"$f":"IF(AND($DG$5>0, DH18>=$DL$9), $DL$5+$DL$6+DE18, IF(AND(DG$5>0,DH18>DG$11),(DH18-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH18<$DL$9,0.66*DJ$8*(2*32.17*DQ18*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE18+(DQ18-DE18)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ18>0, (DQ18/IF(DQ18>$DL$6+$DL$5,$DL$6+$DL$5, DQ18)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ18>0, (DQ18/IF(DQ18>$DL$6+$DL$5,$DL$6+$DL$5, DQ18)), 0)*DG$5/12/3600, IF(DH18<$DL$9,0.66*DJ$8*(2*32.17*DQ18*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE18+(DQ18-DE18)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU18+DT18, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY18))+DU18+DT18, 0)),0)","v":0},0,0,{"$f":"DX18-EA18","v":0},0,0,0,0,{"$f":"IF(EI18*$B$6<=DZ18-EB18-EC18, EI18*$B$6,DZ18-EB18-EC18)","v":0},{"$f":"DZ18-SUM(EB18:ED18)","v":0},0,{"$f":"EA18/$B$6","v":0},{"$f":"IF(DX$5>0,(DZ18-SUM(EB18:EC18))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH18>0,EH18/IF(EH18>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH18))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL18+EK18, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY18))+EL18+EK18, 0)),0)","v":0},{"$f":"EM18*$B$5*60+ES17","v":0},0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN18-EO18>EO$11),(EN18-EO18-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV18*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ18+EY18, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY18))+EZ18+EY18, 0)),0)","v":0},0,0,0,0,{"$f":"IF(FK18*$B$6<=FB18-FC18-FD18-FE18, FK18*$B$6,FB18-FC18-FD18-FE18)","v":0},0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ18)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU18)),0)","v":0},{"$f":"FP18+'2-yr SBUH'!FP18","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:15:00",5.5100000000000003E-2,4.5916666666666666E-3,{"$f":"SUM(C$16:C19)","v":1.3724999999999998E-2},1.3724999999999998E-2,4.5916666666666658E-3,1.3724999999999998E-2,4.5916666666666658E-3,1.3724999999999998E-2,4.5916666666666658E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.3724999999999998E-2,4.5916666666666658E-3,1.3724999999999998E-2,4.5916666666666658E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB19+AA19, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+AB19+AA19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP19+AO19, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+AP19+AO19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ19>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ19-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD19+BC19, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+BD19+BC19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO19+BN19, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+BO19+BN19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ19+BY19, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+BZ19+BY19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK19+CJ19, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+CK19+CJ19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP19>=$CT$9), $CT$6+$CT$5+CM19, IF(AND($CO$5>0,CP19>CO$11),(CP19-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP19<$CT$9,0.66*$CR$8*(2*32.17*CY19*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM19+(CY19-CM19)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY19>0,(CY19/IF(CY19>$CT$6+$CT$5,$CT$6+$CT$5,CY19)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY19>0,(CY19/IF(CY19>$CT$6+$CT$5,$CT$6+$CT$5,CY19)),0)*CO$5/12/3600, IF(CP19<$CT$9,0.66*$CR$8*(2*32.17*CY19*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM19+(CY19-CM19)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC19+DB19, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+DC19+DB19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH19>=$DL$9), $DL$5+$DL$6+DE19, IF(AND(DG$5>0,DH19>DG$11),(DH19-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH19<$DL$9,0.66*DJ$8*(2*32.17*DQ19*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE19+(DQ19-DE19)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ19>0, (DQ19/IF(DQ19>$DL$6+$DL$5,$DL$6+$DL$5, DQ19)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ19>0, (DQ19/IF(DQ19>$DL$6+$DL$5,$DL$6+$DL$5, DQ19)), 0)*DG$5/12/3600, IF(DH19<$DL$9,0.66*DJ$8*(2*32.17*DQ19*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE19+(DQ19-DE19)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU19+DT19, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+DU19+DT19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ19-SUM(EB19:EC19))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH19>0,EH19/IF(EH19>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH19))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL19+EK19, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+EL19+EK19, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN19-EO19>EO$11),(EN19-EO19-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV19*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ19+EY19, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY19))+EZ19+EY19, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ19)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU19)),0)","v":0},{"$f":"FP19+'2-yr SBUH'!FP19","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:20:00",5.5300000000000002E-2,4.6083333333333341E-3,{"$f":"SUM(C$16:C20)","v":1.8333333333333333E-2},1.8333333333333333E-2,4.6083333333333358E-3,1.8333333333333333E-2,4.6083333333333358E-3,1.8333333333333333E-2,4.6083333333333358E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.8333333333333333E-2,4.6083333333333358E-3,1.8333333333333333E-2,4.6083333333333358E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB20+AA20, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+AB20+AA20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP20+AO20, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+AP20+AO20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ20>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ20-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD20+BC20, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+BD20+BC20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO20+BN20, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+BO20+BN20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ20+BY20, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+BZ20+BY20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK20+CJ20, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+CK20+CJ20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP20>=$CT$9), $CT$6+$CT$5+CM20, IF(AND($CO$5>0,CP20>CO$11),(CP20-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP20<$CT$9,0.66*$CR$8*(2*32.17*CY20*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM20+(CY20-CM20)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY20>0,(CY20/IF(CY20>$CT$6+$CT$5,$CT$6+$CT$5,CY20)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY20>0,(CY20/IF(CY20>$CT$6+$CT$5,$CT$6+$CT$5,CY20)),0)*CO$5/12/3600, IF(CP20<$CT$9,0.66*$CR$8*(2*32.17*CY20*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM20+(CY20-CM20)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC20+DB20, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+DC20+DB20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH20>=$DL$9), $DL$5+$DL$6+DE20, IF(AND(DG$5>0,DH20>DG$11),(DH20-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH20<$DL$9,0.66*DJ$8*(2*32.17*DQ20*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE20+(DQ20-DE20)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ20>0, (DQ20/IF(DQ20>$DL$6+$DL$5,$DL$6+$DL$5, DQ20)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ20>0, (DQ20/IF(DQ20>$DL$6+$DL$5,$DL$6+$DL$5, DQ20)), 0)*DG$5/12/3600, IF(DH20<$DL$9,0.66*DJ$8*(2*32.17*DQ20*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE20+(DQ20-DE20)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU20+DT20, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+DU20+DT20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ20-SUM(EB20:EC20))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH20>0,EH20/IF(EH20>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH20))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL20+EK20, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+EL20+EK20, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN20-EO20>EO$11),(EN20-EO20-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV20*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ20+EY20, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY20))+EZ20+EY20, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ20)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU20)),0)","v":0},{"$f":"FP20+'2-yr SBUH'!FP20","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:25:00",5.5500000000000001E-2,4.6250000000000006E-3,{"$f":"SUM(C$16:C21)","v":2.2958333333333334E-2},2.2958333333333334E-2,4.6250000000000006E-3,2.2958333333333334E-2,4.6250000000000006E-3,2.2958333333333334E-2,4.6250000000000006E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.2958333333333334E-2,4.6250000000000006E-3,2.2958333333333334E-2,4.6250000000000006E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB21+AA21, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+AB21+AA21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP21+AO21, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+AP21+AO21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ21>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ21-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD21+BC21, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+BD21+BC21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO21+BN21, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+BO21+BN21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ21+BY21, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+BZ21+BY21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK21+CJ21, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+CK21+CJ21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP21>=$CT$9), $CT$6+$CT$5+CM21, IF(AND($CO$5>0,CP21>CO$11),(CP21-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP21<$CT$9,0.66*$CR$8*(2*32.17*CY21*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM21+(CY21-CM21)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY21>0,(CY21/IF(CY21>$CT$6+$CT$5,$CT$6+$CT$5,CY21)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY21>0,(CY21/IF(CY21>$CT$6+$CT$5,$CT$6+$CT$5,CY21)),0)*CO$5/12/3600, IF(CP21<$CT$9,0.66*$CR$8*(2*32.17*CY21*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM21+(CY21-CM21)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC21+DB21, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+DC21+DB21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH21>=$DL$9), $DL$5+$DL$6+DE21, IF(AND(DG$5>0,DH21>DG$11),(DH21-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH21<$DL$9,0.66*DJ$8*(2*32.17*DQ21*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE21+(DQ21-DE21)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ21>0, (DQ21/IF(DQ21>$DL$6+$DL$5,$DL$6+$DL$5, DQ21)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ21>0, (DQ21/IF(DQ21>$DL$6+$DL$5,$DL$6+$DL$5, DQ21)), 0)*DG$5/12/3600, IF(DH21<$DL$9,0.66*DJ$8*(2*32.17*DQ21*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE21+(DQ21-DE21)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU21+DT21, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+DU21+DT21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ21-SUM(EB21:EC21))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH21>0,EH21/IF(EH21>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH21))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL21+EK21, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+EL21+EK21, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN21-EO21>EO$11),(EN21-EO21-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV21*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ21+EY21, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY21))+EZ21+EY21, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ21)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU21)),0)","v":0},{"$f":"FP21+'2-yr SBUH'!FP21","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:30:00",5.57E-2,4.6416666666666663E-3,{"$f":"SUM(C$16:C22)","v":2.76E-2},2.76E-2,4.6416666666666655E-3,2.76E-2,4.6416666666666655E-3,2.76E-2,4.6416666666666655E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.76E-2,4.6416666666666655E-3,2.76E-2,4.6416666666666655E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB22+AA22, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+AB22+AA22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP22+AO22, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+AP22+AO22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ22>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ22-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD22+BC22, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+BD22+BC22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO22+BN22, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+BO22+BN22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ22+BY22, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+BZ22+BY22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK22+CJ22, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+CK22+CJ22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP22>=$CT$9), $CT$6+$CT$5+CM22, IF(AND($CO$5>0,CP22>CO$11),(CP22-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP22<$CT$9,0.66*$CR$8*(2*32.17*CY22*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM22+(CY22-CM22)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY22>0,(CY22/IF(CY22>$CT$6+$CT$5,$CT$6+$CT$5,CY22)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY22>0,(CY22/IF(CY22>$CT$6+$CT$5,$CT$6+$CT$5,CY22)),0)*CO$5/12/3600, IF(CP22<$CT$9,0.66*$CR$8*(2*32.17*CY22*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM22+(CY22-CM22)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC22+DB22, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+DC22+DB22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH22>=$DL$9), $DL$5+$DL$6+DE22, IF(AND(DG$5>0,DH22>DG$11),(DH22-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH22<$DL$9,0.66*DJ$8*(2*32.17*DQ22*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE22+(DQ22-DE22)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ22>0, (DQ22/IF(DQ22>$DL$6+$DL$5,$DL$6+$DL$5, DQ22)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ22>0, (DQ22/IF(DQ22>$DL$6+$DL$5,$DL$6+$DL$5, DQ22)), 0)*DG$5/12/3600, IF(DH22<$DL$9,0.66*DJ$8*(2*32.17*DQ22*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE22+(DQ22-DE22)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU22+DT22, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+DU22+DT22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ22-SUM(EB22:EC22))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH22>0,EH22/IF(EH22>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH22))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL22+EK22, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+EL22+EK22, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN22-EO22>EO$11),(EN22-EO22-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV22*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ22+EY22, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY22))+EZ22+EY22, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ22)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU22)),0)","v":0},{"$f":"FP22+'2-yr SBUH'!FP22","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:35:00",5.5899999999999998E-2,4.6583333333333329E-3,{"$f":"SUM(C$16:C23)","v":3.2258333333333333E-2},3.2258333333333333E-2,4.6583333333333338E-3,3.2258333333333333E-2,4.6583333333333338E-3,3.2258333333333333E-2,4.6583333333333338E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},3.2258333333333333E-2,4.6583333333333338E-3,3.2258333333333333E-2,4.6583333333333338E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB23+AA23, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+AB23+AA23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP23+AO23, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+AP23+AO23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ23>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ23-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD23+BC23, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+BD23+BC23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO23+BN23, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+BO23+BN23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ23+BY23, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+BZ23+BY23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK23+CJ23, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+CK23+CJ23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP23>=$CT$9), $CT$6+$CT$5+CM23, IF(AND($CO$5>0,CP23>CO$11),(CP23-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP23<$CT$9,0.66*$CR$8*(2*32.17*CY23*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM23+(CY23-CM23)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY23>0,(CY23/IF(CY23>$CT$6+$CT$5,$CT$6+$CT$5,CY23)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY23>0,(CY23/IF(CY23>$CT$6+$CT$5,$CT$6+$CT$5,CY23)),0)*CO$5/12/3600, IF(CP23<$CT$9,0.66*$CR$8*(2*32.17*CY23*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM23+(CY23-CM23)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC23+DB23, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+DC23+DB23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH23>=$DL$9), $DL$5+$DL$6+DE23, IF(AND(DG$5>0,DH23>DG$11),(DH23-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH23<$DL$9,0.66*DJ$8*(2*32.17*DQ23*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE23+(DQ23-DE23)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ23>0, (DQ23/IF(DQ23>$DL$6+$DL$5,$DL$6+$DL$5, DQ23)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ23>0, (DQ23/IF(DQ23>$DL$6+$DL$5,$DL$6+$DL$5, DQ23)), 0)*DG$5/12/3600, IF(DH23<$DL$9,0.66*DJ$8*(2*32.17*DQ23*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE23+(DQ23-DE23)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU23+DT23, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+DU23+DT23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ23-SUM(EB23:EC23))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH23>0,EH23/IF(EH23>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH23))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL23+EK23, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+EL23+EK23, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN23-EO23>EO$11),(EN23-EO23-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV23*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ23+EY23, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY23))+EZ23+EY23, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ23)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU23)),0)","v":0},{"$f":"FP23+'2-yr SBUH'!FP23","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:40:00",5.62E-2,4.6833333333333336E-3,{"$f":"SUM(C$16:C24)","v":3.6941666666666664E-2},3.6941666666666664E-2,4.683333333333331E-3,3.6941666666666664E-2,4.683333333333331E-3,3.6941666666666664E-2,4.683333333333331E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},3.6941666666666664E-2,4.683333333333331E-3,3.6941666666666664E-2,4.683333333333331E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB24+AA24, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+AB24+AA24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP24+AO24, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+AP24+AO24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ24>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ24-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD24+BC24, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+BD24+BC24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO24+BN24, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+BO24+BN24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ24+BY24, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+BZ24+BY24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK24+CJ24, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+CK24+CJ24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP24>=$CT$9), $CT$6+$CT$5+CM24, IF(AND($CO$5>0,CP24>CO$11),(CP24-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP24<$CT$9,0.66*$CR$8*(2*32.17*CY24*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM24+(CY24-CM24)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY24>0,(CY24/IF(CY24>$CT$6+$CT$5,$CT$6+$CT$5,CY24)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY24>0,(CY24/IF(CY24>$CT$6+$CT$5,$CT$6+$CT$5,CY24)),0)*CO$5/12/3600, IF(CP24<$CT$9,0.66*$CR$8*(2*32.17*CY24*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM24+(CY24-CM24)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC24+DB24, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+DC24+DB24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH24>=$DL$9), $DL$5+$DL$6+DE24, IF(AND(DG$5>0,DH24>DG$11),(DH24-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH24<$DL$9,0.66*DJ$8*(2*32.17*DQ24*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE24+(DQ24-DE24)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ24>0, (DQ24/IF(DQ24>$DL$6+$DL$5,$DL$6+$DL$5, DQ24)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ24>0, (DQ24/IF(DQ24>$DL$6+$DL$5,$DL$6+$DL$5, DQ24)), 0)*DG$5/12/3600, IF(DH24<$DL$9,0.66*DJ$8*(2*32.17*DQ24*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE24+(DQ24-DE24)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU24+DT24, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+DU24+DT24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ24-SUM(EB24:EC24))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH24>0,EH24/IF(EH24>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH24))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL24+EK24, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+EL24+EK24, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN24-EO24>EO$11),(EN24-EO24-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV24*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ24+EY24, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY24))+EZ24+EY24, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ24)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU24)),0)","v":0},{"$f":"FP24+'2-yr SBUH'!FP24","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:45:00",5.6399999999999999E-2,4.6999999999999993E-3,{"$f":"SUM(C$16:C25)","v":4.164166666666666E-2},4.164166666666666E-2,4.6999999999999958E-3,4.164166666666666E-2,4.6999999999999958E-3,4.164166666666666E-2,4.6999999999999958E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},4.164166666666666E-2,4.6999999999999958E-3,4.164166666666666E-2,4.6999999999999958E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},3.3243687655443588E-6,3.3243687655443588E-6,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB25+AA25, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+AB25+AA25, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP25+AO25, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+AP25+AO25, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ25>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ25-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD25+BC25, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+BD25+BC25, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO25+BN25, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+BO25+BN25, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ25+BY25, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+BZ25+BY25, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK25+CJ25, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+CK25+CJ25, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP25>=$CT$9), $CT$6+$CT$5+CM25, IF(AND($CO$5>0,CP25>CO$11),(CP25-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP25<$CT$9,0.66*$CR$8*(2*32.17*CY25*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM25+(CY25-CM25)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY25>0,(CY25/IF(CY25>$CT$6+$CT$5,$CT$6+$CT$5,CY25)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY25>0,(CY25/IF(CY25>$CT$6+$CT$5,$CT$6+$CT$5,CY25)),0)*CO$5/12/3600, IF(CP25<$CT$9,0.66*$CR$8*(2*32.17*CY25*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM25+(CY25-CM25)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC25+DB25, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+DC25+DB25, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH25>=$DL$9), $DL$5+$DL$6+DE25, IF(AND(DG$5>0,DH25>DG$11),(DH25-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH25<$DL$9,0.66*DJ$8*(2*32.17*DQ25*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE25+(DQ25-DE25)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ25>0, (DQ25/IF(DQ25>$DL$6+$DL$5,$DL$6+$DL$5, DQ25)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ25>0, (DQ25/IF(DQ25>$DL$6+$DL$5,$DL$6+$DL$5, DQ25)), 0)*DG$5/12/3600, IF(DH25<$DL$9,0.66*DJ$8*(2*32.17*DQ25*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE25+(DQ25-DE25)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU25+DT25, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+DU25+DT25, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ25-SUM(EB25:EC25))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH25>0,EH25/IF(EH25>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH25))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL25+EK25, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+EL25+EK25, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN25-EO25>EO$11),(EN25-EO25-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV25*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ25+EY25, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY25))+EZ25+EY25, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ25)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU25)),0)","v":0},{"$f":"FP25+'2-yr SBUH'!FP25","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:50:00",5.6599999999999998E-2,4.7166666666666659E-3,{"$f":"SUM(C$16:C26)","v":4.6358333333333328E-2},4.6358333333333328E-2,4.7166666666666676E-3,4.6358333333333328E-2,4.7166666666666676E-3,4.6358333333333328E-2,4.7166666666666676E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},4.6358333333333328E-2,4.7166666666666676E-3,4.6358333333333328E-2,4.7166666666666676E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.4651896838135917E-4,1.4319459961581482E-4,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB26+AA26, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+AB26+AA26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP26+AO26, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+AP26+AO26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ26>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ26-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD26+BC26, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+BD26+BC26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO26+BN26, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+BO26+BN26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ26+BY26, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+BZ26+BY26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK26+CJ26, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+CK26+CJ26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP26>=$CT$9), $CT$6+$CT$5+CM26, IF(AND($CO$5>0,CP26>CO$11),(CP26-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP26<$CT$9,0.66*$CR$8*(2*32.17*CY26*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM26+(CY26-CM26)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY26>0,(CY26/IF(CY26>$CT$6+$CT$5,$CT$6+$CT$5,CY26)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY26>0,(CY26/IF(CY26>$CT$6+$CT$5,$CT$6+$CT$5,CY26)),0)*CO$5/12/3600, IF(CP26<$CT$9,0.66*$CR$8*(2*32.17*CY26*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM26+(CY26-CM26)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC26+DB26, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+DC26+DB26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH26>=$DL$9), $DL$5+$DL$6+DE26, IF(AND(DG$5>0,DH26>DG$11),(DH26-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH26<$DL$9,0.66*DJ$8*(2*32.17*DQ26*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE26+(DQ26-DE26)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ26>0, (DQ26/IF(DQ26>$DL$6+$DL$5,$DL$6+$DL$5, DQ26)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ26>0, (DQ26/IF(DQ26>$DL$6+$DL$5,$DL$6+$DL$5, DQ26)), 0)*DG$5/12/3600, IF(DH26<$DL$9,0.66*DJ$8*(2*32.17*DQ26*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE26+(DQ26-DE26)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU26+DT26, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+DU26+DT26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ26-SUM(EB26:EC26))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH26>0,EH26/IF(EH26>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH26))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL26+EK26, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+EL26+EK26, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN26-EO26>EO$11),(EN26-EO26-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV26*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ26+EY26, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY26))+EZ26+EY26, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ26)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU26)),0)","v":0},{"$f":"FP26+'2-yr SBUH'!FP26","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["00:55:00",5.6800000000000003E-2,4.7333333333333342E-3,{"$f":"SUM(C$16:C27)","v":5.109166666666666E-2},5.109166666666666E-2,4.7333333333333324E-3,5.109166666666666E-2,4.7333333333333324E-3,5.109166666666666E-2,4.7333333333333324E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},5.109166666666666E-2,4.7333333333333324E-3,5.109166666666666E-2,4.7333333333333324E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},4.9255507547908781E-4,3.4603610709772867E-4,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB27+AA27, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+AB27+AA27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP27+AO27, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+AP27+AO27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ27>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ27-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD27+BC27, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+BD27+BC27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO27+BN27, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+BO27+BN27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ27+BY27, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+BZ27+BY27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK27+CJ27, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+CK27+CJ27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP27>=$CT$9), $CT$6+$CT$5+CM27, IF(AND($CO$5>0,CP27>CO$11),(CP27-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP27<$CT$9,0.66*$CR$8*(2*32.17*CY27*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM27+(CY27-CM27)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY27>0,(CY27/IF(CY27>$CT$6+$CT$5,$CT$6+$CT$5,CY27)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY27>0,(CY27/IF(CY27>$CT$6+$CT$5,$CT$6+$CT$5,CY27)),0)*CO$5/12/3600, IF(CP27<$CT$9,0.66*$CR$8*(2*32.17*CY27*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM27+(CY27-CM27)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC27+DB27, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+DC27+DB27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH27>=$DL$9), $DL$5+$DL$6+DE27, IF(AND(DG$5>0,DH27>DG$11),(DH27-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH27<$DL$9,0.66*DJ$8*(2*32.17*DQ27*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE27+(DQ27-DE27)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ27>0, (DQ27/IF(DQ27>$DL$6+$DL$5,$DL$6+$DL$5, DQ27)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ27>0, (DQ27/IF(DQ27>$DL$6+$DL$5,$DL$6+$DL$5, DQ27)), 0)*DG$5/12/3600, IF(DH27<$DL$9,0.66*DJ$8*(2*32.17*DQ27*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE27+(DQ27-DE27)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU27+DT27, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+DU27+DT27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ27-SUM(EB27:EC27))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH27>0,EH27/IF(EH27>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH27))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL27+EK27, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+EL27+EK27, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN27-EO27>EO$11),(EN27-EO27-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV27*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ27+EY27, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY27))+EZ27+EY27, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ27)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU27)),0)","v":0},{"$f":"FP27+'2-yr SBUH'!FP27","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:00:00",5.7099999999999998E-2,4.7583333333333332E-3,{"$f":"SUM(C$16:C28)","v":5.5849999999999997E-2},5.5849999999999997E-2,4.7583333333333366E-3,5.5849999999999997E-2,4.7583333333333366E-3,5.5849999999999997E-2,4.7583333333333366E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},5.5849999999999997E-2,4.7583333333333366E-3,5.5849999999999997E-2,4.7583333333333366E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.0314721594933754E-3,5.3891708401428758E-4,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB28+AA28, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+AB28+AA28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP28+AO28, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+AP28+AO28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ28>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ28-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD28+BC28, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+BD28+BC28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO28+BN28, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+BO28+BN28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ28+BY28, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+BZ28+BY28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK28+CJ28, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+CK28+CJ28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP28>=$CT$9), $CT$6+$CT$5+CM28, IF(AND($CO$5>0,CP28>CO$11),(CP28-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP28<$CT$9,0.66*$CR$8*(2*32.17*CY28*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM28+(CY28-CM28)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY28>0,(CY28/IF(CY28>$CT$6+$CT$5,$CT$6+$CT$5,CY28)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY28>0,(CY28/IF(CY28>$CT$6+$CT$5,$CT$6+$CT$5,CY28)),0)*CO$5/12/3600, IF(CP28<$CT$9,0.66*$CR$8*(2*32.17*CY28*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM28+(CY28-CM28)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC28+DB28, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+DC28+DB28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH28>=$DL$9), $DL$5+$DL$6+DE28, IF(AND(DG$5>0,DH28>DG$11),(DH28-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH28<$DL$9,0.66*DJ$8*(2*32.17*DQ28*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE28+(DQ28-DE28)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ28>0, (DQ28/IF(DQ28>$DL$6+$DL$5,$DL$6+$DL$5, DQ28)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ28>0, (DQ28/IF(DQ28>$DL$6+$DL$5,$DL$6+$DL$5, DQ28)), 0)*DG$5/12/3600, IF(DH28<$DL$9,0.66*DJ$8*(2*32.17*DQ28*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE28+(DQ28-DE28)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU28+DT28, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+DU28+DT28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ28-SUM(EB28:EC28))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH28>0,EH28/IF(EH28>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH28))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL28+EK28, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+EL28+EK28, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN28-EO28>EO$11),(EN28-EO28-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV28*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ28+EY28, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY28))+EZ28+EY28, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ28)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU28)),0)","v":0},{"$f":"FP28+'2-yr SBUH'!FP28","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:05:00",5.7299999999999997E-2,4.7749999999999997E-3,{"$f":"SUM(C$16:C29)","v":6.0624999999999998E-2},6.0624999999999998E-2,4.7750000000000015E-3,6.0624999999999998E-2,4.7750000000000015E-3,6.0624999999999998E-2,4.7750000000000015E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},6.0624999999999998E-2,4.7750000000000015E-3,6.0624999999999998E-2,4.7750000000000015E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.7525704949558091E-3,7.2109833546243375E-4,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB29+AA29, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+AB29+AA29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP29+AO29, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+AP29+AO29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ29>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ29-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD29+BC29, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+BD29+BC29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO29+BN29, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+BO29+BN29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ29+BY29, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+BZ29+BY29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK29+CJ29, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+CK29+CJ29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP29>=$CT$9), $CT$6+$CT$5+CM29, IF(AND($CO$5>0,CP29>CO$11),(CP29-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP29<$CT$9,0.66*$CR$8*(2*32.17*CY29*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM29+(CY29-CM29)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY29>0,(CY29/IF(CY29>$CT$6+$CT$5,$CT$6+$CT$5,CY29)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY29>0,(CY29/IF(CY29>$CT$6+$CT$5,$CT$6+$CT$5,CY29)),0)*CO$5/12/3600, IF(CP29<$CT$9,0.66*$CR$8*(2*32.17*CY29*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM29+(CY29-CM29)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC29+DB29, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+DC29+DB29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH29>=$DL$9), $DL$5+$DL$6+DE29, IF(AND(DG$5>0,DH29>DG$11),(DH29-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH29<$DL$9,0.66*DJ$8*(2*32.17*DQ29*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE29+(DQ29-DE29)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ29>0, (DQ29/IF(DQ29>$DL$6+$DL$5,$DL$6+$DL$5, DQ29)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ29>0, (DQ29/IF(DQ29>$DL$6+$DL$5,$DL$6+$DL$5, DQ29)), 0)*DG$5/12/3600, IF(DH29<$DL$9,0.66*DJ$8*(2*32.17*DQ29*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE29+(DQ29-DE29)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU29+DT29, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+DU29+DT29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ29-SUM(EB29:EC29))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH29>0,EH29/IF(EH29>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH29))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL29+EK29, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+EL29+EK29, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN29-EO29>EO$11),(EN29-EO29-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV29*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ29+EY29, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY29))+EZ29+EY29, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ29)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU29)),0)","v":0},{"$f":"FP29+'2-yr SBUH'!FP29","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:10:00",5.7500000000000002E-2,4.7916666666666672E-3,{"$f":"SUM(C$16:C30)","v":6.5416666666666665E-2},6.5416666666666665E-2,4.7916666666666663E-3,6.5416666666666665E-2,4.7916666666666663E-3,6.5416666666666665E-2,4.7916666666666663E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},6.5416666666666665E-2,4.7916666666666663E-3,6.5416666666666665E-2,4.7916666666666663E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.6463683491468296E-3,8.9379785419102043E-4,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB30+AA30, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+AB30+AA30, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP30+AO30, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+AP30+AO30, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ30>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ30-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD30+BC30, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+BD30+BC30, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO30+BN30, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+BO30+BN30, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ30+BY30, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+BZ30+BY30, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK30+CJ30, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+CK30+CJ30, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP30>=$CT$9), $CT$6+$CT$5+CM30, IF(AND($CO$5>0,CP30>CO$11),(CP30-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP30<$CT$9,0.66*$CR$8*(2*32.17*CY30*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM30+(CY30-CM30)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY30>0,(CY30/IF(CY30>$CT$6+$CT$5,$CT$6+$CT$5,CY30)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY30>0,(CY30/IF(CY30>$CT$6+$CT$5,$CT$6+$CT$5,CY30)),0)*CO$5/12/3600, IF(CP30<$CT$9,0.66*$CR$8*(2*32.17*CY30*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM30+(CY30-CM30)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC30+DB30, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+DC30+DB30, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH30>=$DL$9), $DL$5+$DL$6+DE30, IF(AND(DG$5>0,DH30>DG$11),(DH30-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH30<$DL$9,0.66*DJ$8*(2*32.17*DQ30*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE30+(DQ30-DE30)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ30>0, (DQ30/IF(DQ30>$DL$6+$DL$5,$DL$6+$DL$5, DQ30)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ30>0, (DQ30/IF(DQ30>$DL$6+$DL$5,$DL$6+$DL$5, DQ30)), 0)*DG$5/12/3600, IF(DH30<$DL$9,0.66*DJ$8*(2*32.17*DQ30*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE30+(DQ30-DE30)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU30+DT30, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY30))+DU30+DT30, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ30-SUM(EB30:EC30))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH30>0,EH30/IF(EH30>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH30))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL30+EK30, IF('CSS BMP 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["01:15:00",5.7799999999999997E-2,4.8166666666666661E-3,{"$f":"SUM(C$16:C31)","v":7.0233333333333328E-2},7.0233333333333328E-2,4.8166666666666635E-3,7.0233333333333328E-2,4.8166666666666635E-3,7.0233333333333328E-2,4.8166666666666635E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},7.0233333333333328E-2,4.8166666666666635E-3,7.0233333333333328E-2,4.8166666666666635E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},3.7060613768381927E-3,1.0596930276913631E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB31+AA31, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+AB31+AA31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP31+AO31, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+AP31+AO31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ31>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ31-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD31+BC31, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+BD31+BC31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO31+BN31, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+BO31+BN31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ31+BY31, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+BZ31+BY31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK31+CJ31, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+CK31+CJ31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP31>=$CT$9), $CT$6+$CT$5+CM31, IF(AND($CO$5>0,CP31>CO$11),(CP31-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP31<$CT$9,0.66*$CR$8*(2*32.17*CY31*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM31+(CY31-CM31)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY31>0,(CY31/IF(CY31>$CT$6+$CT$5,$CT$6+$CT$5,CY31)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY31>0,(CY31/IF(CY31>$CT$6+$CT$5,$CT$6+$CT$5,CY31)),0)*CO$5/12/3600, IF(CP31<$CT$9,0.66*$CR$8*(2*32.17*CY31*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM31+(CY31-CM31)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC31+DB31, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+DC31+DB31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH31>=$DL$9), $DL$5+$DL$6+DE31, IF(AND(DG$5>0,DH31>DG$11),(DH31-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH31<$DL$9,0.66*DJ$8*(2*32.17*DQ31*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE31+(DQ31-DE31)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ31>0, (DQ31/IF(DQ31>$DL$6+$DL$5,$DL$6+$DL$5, DQ31)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ31>0, (DQ31/IF(DQ31>$DL$6+$DL$5,$DL$6+$DL$5, DQ31)), 0)*DG$5/12/3600, IF(DH31<$DL$9,0.66*DJ$8*(2*32.17*DQ31*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE31+(DQ31-DE31)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU31+DT31, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+DU31+DT31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ31-SUM(EB31:EC31))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH31>0,EH31/IF(EH31>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH31))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL31+EK31, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+EL31+EK31, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN31-EO31>EO$11),(EN31-EO31-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV31*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ31+EY31, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY31))+EZ31+EY31, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ31)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU31)),0)","v":0},{"$f":"FP31+'2-yr SBUH'!FP31","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:20:00",5.8000000000000003E-2,4.8333333333333336E-3,{"$f":"SUM(C$16:C32)","v":7.5066666666666657E-2},7.5066666666666657E-2,4.8333333333333284E-3,7.5066666666666657E-2,4.8333333333333284E-3,7.5066666666666657E-2,4.8333333333333284E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},7.5066666666666657E-2,4.8333333333333284E-3,7.5066666666666657E-2,4.8333333333333284E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},4.9220664173052842E-3,1.2160050404670915E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB32+AA32, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY32))+AB32+AA32, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP32+AO32, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY32))+AP32+AO32, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ32>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ32-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD32+BC32, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY32))+BD32+BC32, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO32+BN32, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY32))+BO32+BN32, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ32+BY32, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY32))+BZ32+BY32, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK32+CJ32, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY32))+CK32+CJ32, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP32>=$CT$9), $CT$6+$CT$5+CM32, IF(AND($CO$5>0,CP32>CO$11),(CP32-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP32<$CT$9,0.66*$CR$8*(2*32.17*CY32*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM32+(CY32-CM32)*0.35))^0.5)> 'CSS BMP 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(DQ32/IF(DQ32>$DL$6+$DL$5,$DL$6+$DL$5, DQ32)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ32>0, (DQ32/IF(DQ32>$DL$6+$DL$5,$DL$6+$DL$5, DQ32)), 0)*DG$5/12/3600, IF(DH32<$DL$9,0.66*DJ$8*(2*32.17*DQ32*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE32+(DQ32-DE32)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU32+DT32, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY32))+DU32+DT32, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ32-SUM(EB32:EC32))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH32>0,EH32/IF(EH32>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH32))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL32+EK32, IF('CSS BMP 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["01:25:00",5.8299999999999998E-2,4.8583333333333334E-3,{"$f":"SUM(C$16:C33)","v":7.9924999999999996E-2},7.9924999999999996E-2,4.8583333333333395E-3,7.9924999999999996E-2,4.8583333333333395E-3,7.9924999999999996E-2,4.8583333333333395E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},7.9924999999999996E-2,4.8583333333333395E-3,7.9924999999999996E-2,4.8583333333333395E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},6.2892652463091316E-3,1.3671988290038474E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB33+AA33, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+AB33+AA33, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP33+AO33, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+AP33+AO33, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ33>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ33-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD33+BC33, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+BD33+BC33, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO33+BN33, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+BO33+BN33, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ33+BY33, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+BZ33+BY33, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK33+CJ33, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+CK33+CJ33, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP33>=$CT$9), $CT$6+$CT$5+CM33, IF(AND($CO$5>0,CP33>CO$11),(CP33-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP33<$CT$9,0.66*$CR$8*(2*32.17*CY33*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM33+(CY33-CM33)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY33>0,(CY33/IF(CY33>$CT$6+$CT$5,$CT$6+$CT$5,CY33)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY33>0,(CY33/IF(CY33>$CT$6+$CT$5,$CT$6+$CT$5,CY33)),0)*CO$5/12/3600, IF(CP33<$CT$9,0.66*$CR$8*(2*32.17*CY33*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM33+(CY33-CM33)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC33+DB33, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+DC33+DB33, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH33>=$DL$9), $DL$5+$DL$6+DE33, IF(AND(DG$5>0,DH33>DG$11),(DH33-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH33<$DL$9,0.66*DJ$8*(2*32.17*DQ33*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE33+(DQ33-DE33)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ33>0, (DQ33/IF(DQ33>$DL$6+$DL$5,$DL$6+$DL$5, DQ33)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ33>0, (DQ33/IF(DQ33>$DL$6+$DL$5,$DL$6+$DL$5, DQ33)), 0)*DG$5/12/3600, IF(DH33<$DL$9,0.66*DJ$8*(2*32.17*DQ33*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE33+(DQ33-DE33)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU33+DT33, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+DU33+DT33, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ33-SUM(EB33:EC33))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH33>0,EH33/IF(EH33>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH33))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL33+EK33, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+EL33+EK33, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN33-EO33>EO$11),(EN33-EO33-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV33*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ33+EY33, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY33))+EZ33+EY33, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ33)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU33)),0)","v":0},{"$f":"FP33+'2-yr SBUH'!FP33","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:30:00",5.8500000000000003E-2,4.8750000000000009E-3,{"$f":"SUM(C$16:C34)","v":8.48E-2},8.48E-2,4.8750000000000043E-3,8.48E-2,4.8750000000000043E-3,8.48E-2,4.8750000000000043E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},8.48E-2,4.8750000000000043E-3,8.48E-2,4.8750000000000043E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},7.7986057869245031E-3,1.5093405406153716E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB34+AA34, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+AB34+AA34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP34+AO34, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+AP34+AO34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ34>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ34-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD34+BC34, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+BD34+BC34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO34+BN34, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+BO34+BN34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ34+BY34, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+BZ34+BY34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK34+CJ34, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+CK34+CJ34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP34>=$CT$9), $CT$6+$CT$5+CM34, IF(AND($CO$5>0,CP34>CO$11),(CP34-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP34<$CT$9,0.66*$CR$8*(2*32.17*CY34*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM34+(CY34-CM34)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY34>0,(CY34/IF(CY34>$CT$6+$CT$5,$CT$6+$CT$5,CY34)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY34>0,(CY34/IF(CY34>$CT$6+$CT$5,$CT$6+$CT$5,CY34)),0)*CO$5/12/3600, IF(CP34<$CT$9,0.66*$CR$8*(2*32.17*CY34*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM34+(CY34-CM34)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC34+DB34, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+DC34+DB34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH34>=$DL$9), $DL$5+$DL$6+DE34, IF(AND(DG$5>0,DH34>DG$11),(DH34-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH34<$DL$9,0.66*DJ$8*(2*32.17*DQ34*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE34+(DQ34-DE34)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ34>0, (DQ34/IF(DQ34>$DL$6+$DL$5,$DL$6+$DL$5, DQ34)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ34>0, (DQ34/IF(DQ34>$DL$6+$DL$5,$DL$6+$DL$5, DQ34)), 0)*DG$5/12/3600, IF(DH34<$DL$9,0.66*DJ$8*(2*32.17*DQ34*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE34+(DQ34-DE34)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU34+DT34, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+DU34+DT34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ34-SUM(EB34:EC34))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH34>0,EH34/IF(EH34>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH34))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL34+EK34, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+EL34+EK34, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN34-EO34>EO$11),(EN34-EO34-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV34*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ34+EY34, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY34))+EZ34+EY34, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ34)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU34)),0)","v":0},{"$f":"FP34+'2-yr SBUH'!FP34","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:35:00",5.8799999999999998E-2,4.8999999999999998E-3,{"$f":"SUM(C$16:C35)","v":8.9700000000000002E-2},8.9700000000000002E-2,4.9000000000000016E-3,8.9700000000000002E-2,4.9000000000000016E-3,8.9700000000000002E-2,4.9000000000000016E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},8.9700000000000002E-2,4.9000000000000016E-3,8.9700000000000002E-2,4.9000000000000016E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},9.446408159643151E-3,1.6478023727186479E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB35+AA35, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+AB35+AA35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP35+AO35, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+AP35+AO35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ35>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ35-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD35+BC35, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+BD35+BC35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO35+BN35, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+BO35+BN35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ35+BY35, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+BZ35+BY35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK35+CJ35, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+CK35+CJ35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP35>=$CT$9), $CT$6+$CT$5+CM35, IF(AND($CO$5>0,CP35>CO$11),(CP35-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP35<$CT$9,0.66*$CR$8*(2*32.17*CY35*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM35+(CY35-CM35)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY35>0,(CY35/IF(CY35>$CT$6+$CT$5,$CT$6+$CT$5,CY35)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY35>0,(CY35/IF(CY35>$CT$6+$CT$5,$CT$6+$CT$5,CY35)),0)*CO$5/12/3600, IF(CP35<$CT$9,0.66*$CR$8*(2*32.17*CY35*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM35+(CY35-CM35)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC35+DB35, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+DC35+DB35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH35>=$DL$9), $DL$5+$DL$6+DE35, IF(AND(DG$5>0,DH35>DG$11),(DH35-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH35<$DL$9,0.66*DJ$8*(2*32.17*DQ35*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE35+(DQ35-DE35)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ35>0, (DQ35/IF(DQ35>$DL$6+$DL$5,$DL$6+$DL$5, DQ35)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ35>0, (DQ35/IF(DQ35>$DL$6+$DL$5,$DL$6+$DL$5, DQ35)), 0)*DG$5/12/3600, IF(DH35<$DL$9,0.66*DJ$8*(2*32.17*DQ35*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE35+(DQ35-DE35)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU35+DT35, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+DU35+DT35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ35-SUM(EB35:EC35))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH35>0,EH35/IF(EH35>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH35))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL35+EK35, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+EL35+EK35, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN35-EO35>EO$11),(EN35-EO35-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV35*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ35+EY35, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY35))+EZ35+EY35, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ35)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU35)),0)","v":0},{"$f":"FP35+'2-yr SBUH'!FP35","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:40:00",5.8999999999999997E-2,4.9166666666666664E-3,{"$f":"SUM(C$16:C36)","v":9.4616666666666668E-2},9.4616666666666668E-2,4.9166666666666664E-3,9.4616666666666668E-2,4.9166666666666664E-3,9.4616666666666668E-2,4.9166666666666664E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},9.4616666666666668E-2,4.9166666666666664E-3,9.4616666666666668E-2,4.9166666666666664E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.1224036203267795E-2,1.7776280436246437E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB36+AA36, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+AB36+AA36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP36+AO36, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+AP36+AO36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ36>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ36-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD36+BC36, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+BD36+BC36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO36+BN36, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+BO36+BN36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ36+BY36, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+BZ36+BY36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK36+CJ36, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+CK36+CJ36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP36>=$CT$9), $CT$6+$CT$5+CM36, IF(AND($CO$5>0,CP36>CO$11),(CP36-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP36<$CT$9,0.66*$CR$8*(2*32.17*CY36*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM36+(CY36-CM36)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY36>0,(CY36/IF(CY36>$CT$6+$CT$5,$CT$6+$CT$5,CY36)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY36>0,(CY36/IF(CY36>$CT$6+$CT$5,$CT$6+$CT$5,CY36)),0)*CO$5/12/3600, IF(CP36<$CT$9,0.66*$CR$8*(2*32.17*CY36*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM36+(CY36-CM36)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC36+DB36, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+DC36+DB36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH36>=$DL$9), $DL$5+$DL$6+DE36, IF(AND(DG$5>0,DH36>DG$11),(DH36-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH36<$DL$9,0.66*DJ$8*(2*32.17*DQ36*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE36+(DQ36-DE36)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ36>0, (DQ36/IF(DQ36>$DL$6+$DL$5,$DL$6+$DL$5, DQ36)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ36>0, (DQ36/IF(DQ36>$DL$6+$DL$5,$DL$6+$DL$5, DQ36)), 0)*DG$5/12/3600, IF(DH36<$DL$9,0.66*DJ$8*(2*32.17*DQ36*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE36+(DQ36-DE36)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU36+DT36, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+DU36+DT36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ36-SUM(EB36:EC36))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH36>0,EH36/IF(EH36>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH36))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL36+EK36, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+EL36+EK36, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN36-EO36>EO$11),(EN36-EO36-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV36*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ36+EY36, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY36))+EZ36+EY36, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ36)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU36)),0)","v":0},{"$f":"FP36+'2-yr SBUH'!FP36","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:45:00",5.9299999999999999E-2,4.9416666666666663E-3,{"$f":"SUM(C$16:C37)","v":9.9558333333333332E-2},9.9558333333333332E-2,4.9416666666666637E-3,9.9558333333333332E-2,4.9416666666666637E-3,9.9558333333333332E-2,4.9416666666666637E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},9.9558333333333332E-2,4.9416666666666637E-3,9.9558333333333332E-2,4.9416666666666637E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.3129044900055396E-2,1.9050086967876013E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB37+AA37, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+AB37+AA37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP37+AO37, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+AP37+AO37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ37>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ37-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD37+BC37, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+BD37+BC37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO37+BN37, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+BO37+BN37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ37+BY37, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+BZ37+BY37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK37+CJ37, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+CK37+CJ37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP37>=$CT$9), $CT$6+$CT$5+CM37, IF(AND($CO$5>0,CP37>CO$11),(CP37-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP37<$CT$9,0.66*$CR$8*(2*32.17*CY37*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM37+(CY37-CM37)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY37>0,(CY37/IF(CY37>$CT$6+$CT$5,$CT$6+$CT$5,CY37)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY37>0,(CY37/IF(CY37>$CT$6+$CT$5,$CT$6+$CT$5,CY37)),0)*CO$5/12/3600, IF(CP37<$CT$9,0.66*$CR$8*(2*32.17*CY37*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM37+(CY37-CM37)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC37+DB37, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+DC37+DB37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH37>=$DL$9), $DL$5+$DL$6+DE37, IF(AND(DG$5>0,DH37>DG$11),(DH37-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH37<$DL$9,0.66*DJ$8*(2*32.17*DQ37*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE37+(DQ37-DE37)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ37>0, (DQ37/IF(DQ37>$DL$6+$DL$5,$DL$6+$DL$5, DQ37)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ37>0, (DQ37/IF(DQ37>$DL$6+$DL$5,$DL$6+$DL$5, DQ37)), 0)*DG$5/12/3600, IF(DH37<$DL$9,0.66*DJ$8*(2*32.17*DQ37*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE37+(DQ37-DE37)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU37+DT37, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+DU37+DT37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ37-SUM(EB37:EC37))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH37>0,EH37/IF(EH37>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH37))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL37+EK37, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+EL37+EK37, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN37-EO37>EO$11),(EN37-EO37-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV37*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ37+EY37, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY37))+EZ37+EY37, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ37)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU37)),0)","v":0},{"$f":"FP37+'2-yr SBUH'!FP37","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:50:00",5.96E-2,4.9666666666666661E-3,{"$f":"SUM(C$16:C38)","v":0.10452499999999999},0.10452499999999999,4.9666666666666609E-3,0.10452499999999999,4.9666666666666609E-3,0.10452499999999999,4.9666666666666609E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.10452499999999999,4.9666666666666609E-3,0.10452499999999999,4.9666666666666609E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.5156616884306355E-2,2.0275719842509591E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB38+AA38, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+AB38+AA38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP38+AO38, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+AP38+AO38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ38>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ38-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD38+BC38, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+BD38+BC38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO38+BN38, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+BO38+BN38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ38+BY38, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+BZ38+BY38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK38+CJ38, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+CK38+CJ38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP38>=$CT$9), $CT$6+$CT$5+CM38, IF(AND($CO$5>0,CP38>CO$11),(CP38-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP38<$CT$9,0.66*$CR$8*(2*32.17*CY38*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM38+(CY38-CM38)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY38>0,(CY38/IF(CY38>$CT$6+$CT$5,$CT$6+$CT$5,CY38)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY38>0,(CY38/IF(CY38>$CT$6+$CT$5,$CT$6+$CT$5,CY38)),0)*CO$5/12/3600, IF(CP38<$CT$9,0.66*$CR$8*(2*32.17*CY38*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM38+(CY38-CM38)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC38+DB38, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+DC38+DB38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH38>=$DL$9), $DL$5+$DL$6+DE38, IF(AND(DG$5>0,DH38>DG$11),(DH38-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH38<$DL$9,0.66*DJ$8*(2*32.17*DQ38*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE38+(DQ38-DE38)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ38>0, (DQ38/IF(DQ38>$DL$6+$DL$5,$DL$6+$DL$5, DQ38)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ38>0, (DQ38/IF(DQ38>$DL$6+$DL$5,$DL$6+$DL$5, DQ38)), 0)*DG$5/12/3600, IF(DH38<$DL$9,0.66*DJ$8*(2*32.17*DQ38*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE38+(DQ38-DE38)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU38+DT38, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+DU38+DT38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ38-SUM(EB38:EC38))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH38>0,EH38/IF(EH38>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH38))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL38+EK38, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+EL38+EK38, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN38-EO38>EO$11),(EN38-EO38-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV38*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ38+EY38, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY38))+EZ38+EY38, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ38)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU38)),0)","v":0},{"$f":"FP38+'2-yr SBUH'!FP38","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["01:55:00",5.9799999999999999E-2,4.9833333333333335E-3,{"$f":"SUM(C$16:C39)","v":0.10950833333333333},0.10950833333333333,4.9833333333333396E-3,0.10950833333333333,4.9833333333333396E-3,0.10950833333333333,4.9833333333333396E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.10950833333333333,4.9833333333333396E-3,0.10950833333333333,4.9833333333333396E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.7298562309757175E-2,2.1419454254508197E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB39+AA39, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+AB39+AA39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP39+AO39, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+AP39+AO39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ39>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ39-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD39+BC39, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+BD39+BC39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO39+BN39, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+BO39+BN39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ39+BY39, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+BZ39+BY39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK39+CJ39, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+CK39+CJ39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP39>=$CT$9), $CT$6+$CT$5+CM39, IF(AND($CO$5>0,CP39>CO$11),(CP39-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP39<$CT$9,0.66*$CR$8*(2*32.17*CY39*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM39+(CY39-CM39)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY39>0,(CY39/IF(CY39>$CT$6+$CT$5,$CT$6+$CT$5,CY39)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY39>0,(CY39/IF(CY39>$CT$6+$CT$5,$CT$6+$CT$5,CY39)),0)*CO$5/12/3600, IF(CP39<$CT$9,0.66*$CR$8*(2*32.17*CY39*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM39+(CY39-CM39)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC39+DB39, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+DC39+DB39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH39>=$DL$9), $DL$5+$DL$6+DE39, IF(AND(DG$5>0,DH39>DG$11),(DH39-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH39<$DL$9,0.66*DJ$8*(2*32.17*DQ39*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE39+(DQ39-DE39)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ39>0, (DQ39/IF(DQ39>$DL$6+$DL$5,$DL$6+$DL$5, DQ39)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ39>0, (DQ39/IF(DQ39>$DL$6+$DL$5,$DL$6+$DL$5, DQ39)), 0)*DG$5/12/3600, IF(DH39<$DL$9,0.66*DJ$8*(2*32.17*DQ39*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE39+(DQ39-DE39)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU39+DT39, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+DU39+DT39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ39-SUM(EB39:EC39))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH39>0,EH39/IF(EH39>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH39))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL39+EK39, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+EL39+EK39, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN39-EO39>EO$11),(EN39-EO39-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV39*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ39+EY39, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY39))+EZ39+EY39, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ39)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU39)),0)","v":0},{"$f":"FP39+'2-yr SBUH'!FP39","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:00:00",6.0100000000000001E-2,5.0083333333333334E-3,{"$f":"SUM(C$16:C40)","v":0.11451666666666667},0.11451666666666667,5.0083333333333369E-3,0.11451666666666667,5.0083333333333369E-3,0.11451666666666667,5.0083333333333369E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.11451666666666667,5.0083333333333369E-3,0.11451666666666667,5.0083333333333369E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.9553969185371688E-2,2.2554068756145129E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB40+AA40, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+AB40+AA40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP40+AO40, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+AP40+AO40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ40>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ40-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD40+BC40, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+BD40+BC40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO40+BN40, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+BO40+BN40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ40+BY40, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+BZ40+BY40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK40+CJ40, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+CK40+CJ40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP40>=$CT$9), $CT$6+$CT$5+CM40, IF(AND($CO$5>0,CP40>CO$11),(CP40-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP40<$CT$9,0.66*$CR$8*(2*32.17*CY40*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM40+(CY40-CM40)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY40>0,(CY40/IF(CY40>$CT$6+$CT$5,$CT$6+$CT$5,CY40)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY40>0,(CY40/IF(CY40>$CT$6+$CT$5,$CT$6+$CT$5,CY40)),0)*CO$5/12/3600, IF(CP40<$CT$9,0.66*$CR$8*(2*32.17*CY40*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM40+(CY40-CM40)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC40+DB40, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+DC40+DB40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH40>=$DL$9), $DL$5+$DL$6+DE40, IF(AND(DG$5>0,DH40>DG$11),(DH40-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH40<$DL$9,0.66*DJ$8*(2*32.17*DQ40*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE40+(DQ40-DE40)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ40>0, (DQ40/IF(DQ40>$DL$6+$DL$5,$DL$6+$DL$5, DQ40)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ40>0, (DQ40/IF(DQ40>$DL$6+$DL$5,$DL$6+$DL$5, DQ40)), 0)*DG$5/12/3600, IF(DH40<$DL$9,0.66*DJ$8*(2*32.17*DQ40*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE40+(DQ40-DE40)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU40+DT40, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+DU40+DT40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ40-SUM(EB40:EC40))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH40>0,EH40/IF(EH40>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH40))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL40+EK40, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+EL40+EK40, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN40-EO40>EO$11),(EN40-EO40-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV40*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ40+EY40, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY40))+EZ40+EY40, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ40)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU40)),0)","v":0},{"$f":"FP40+'2-yr SBUH'!FP40","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:05:00",6.0400000000000002E-2,5.0333333333333332E-3,{"$f":"SUM(C$16:C41)","v":0.11955},0.11955,5.0333333333333341E-3,0.11955,5.0333333333333341E-3,0.11955,5.0333333333333341E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.11955,5.0333333333333341E-3,0.11955,5.0333333333333341E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.1918867910565774E-2,2.364898725194086E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB41+AA41, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+AB41+AA41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP41+AO41, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+AP41+AO41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ41>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ41-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD41+BC41, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+BD41+BC41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO41+BN41, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+BO41+BN41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ41+BY41, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+BZ41+BY41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK41+CJ41, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+CK41+CJ41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP41>=$CT$9), $CT$6+$CT$5+CM41, IF(AND($CO$5>0,CP41>CO$11),(CP41-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP41<$CT$9,0.66*$CR$8*(2*32.17*CY41*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM41+(CY41-CM41)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY41>0,(CY41/IF(CY41>$CT$6+$CT$5,$CT$6+$CT$5,CY41)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY41>0,(CY41/IF(CY41>$CT$6+$CT$5,$CT$6+$CT$5,CY41)),0)*CO$5/12/3600, IF(CP41<$CT$9,0.66*$CR$8*(2*32.17*CY41*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM41+(CY41-CM41)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC41+DB41, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+DC41+DB41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH41>=$DL$9), $DL$5+$DL$6+DE41, IF(AND(DG$5>0,DH41>DG$11),(DH41-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH41<$DL$9,0.66*DJ$8*(2*32.17*DQ41*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE41+(DQ41-DE41)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ41>0, (DQ41/IF(DQ41>$DL$6+$DL$5,$DL$6+$DL$5, DQ41)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ41>0, (DQ41/IF(DQ41>$DL$6+$DL$5,$DL$6+$DL$5, DQ41)), 0)*DG$5/12/3600, IF(DH41<$DL$9,0.66*DJ$8*(2*32.17*DQ41*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE41+(DQ41-DE41)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU41+DT41, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+DU41+DT41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ41-SUM(EB41:EC41))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH41>0,EH41/IF(EH41>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH41))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL41+EK41, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+EL41+EK41, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN41-EO41>EO$11),(EN41-EO41-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV41*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ41+EY41, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY41))+EZ41+EY41, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ41)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU41)),0)","v":0},{"$f":"FP41+'2-yr SBUH'!FP41","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:10:00",6.0600000000000001E-2,5.0499999999999998E-3,{"$f":"SUM(C$16:C42)","v":0.1246},0.1246,5.0499999999999989E-3,0.1246,5.0499999999999989E-3,0.1246,5.0499999999999989E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.1246,5.0499999999999989E-3,0.1246,5.0499999999999989E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.4385376739491614E-2,2.4665088289258404E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB42+AA42, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+AB42+AA42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP42+AO42, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+AP42+AO42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ42>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ42-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD42+BC42, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+BD42+BC42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO42+BN42, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+BO42+BN42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ42+BY42, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+BZ42+BY42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK42+CJ42, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+CK42+CJ42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP42>=$CT$9), $CT$6+$CT$5+CM42, IF(AND($CO$5>0,CP42>CO$11),(CP42-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP42<$CT$9,0.66*$CR$8*(2*32.17*CY42*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM42+(CY42-CM42)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY42>0,(CY42/IF(CY42>$CT$6+$CT$5,$CT$6+$CT$5,CY42)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY42>0,(CY42/IF(CY42>$CT$6+$CT$5,$CT$6+$CT$5,CY42)),0)*CO$5/12/3600, IF(CP42<$CT$9,0.66*$CR$8*(2*32.17*CY42*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM42+(CY42-CM42)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC42+DB42, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+DC42+DB42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH42>=$DL$9), $DL$5+$DL$6+DE42, IF(AND(DG$5>0,DH42>DG$11),(DH42-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH42<$DL$9,0.66*DJ$8*(2*32.17*DQ42*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE42+(DQ42-DE42)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ42>0, (DQ42/IF(DQ42>$DL$6+$DL$5,$DL$6+$DL$5, DQ42)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ42>0, (DQ42/IF(DQ42>$DL$6+$DL$5,$DL$6+$DL$5, DQ42)), 0)*DG$5/12/3600, IF(DH42<$DL$9,0.66*DJ$8*(2*32.17*DQ42*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE42+(DQ42-DE42)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU42+DT42, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+DU42+DT42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ42-SUM(EB42:EC42))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH42>0,EH42/IF(EH42>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH42))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL42+EK42, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+EL42+EK42, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN42-EO42>EO$11),(EN42-EO42-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV42*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ42+EY42, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY42))+EZ42+EY42, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ42)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU42)),0)","v":0},{"$f":"FP42+'2-yr SBUH'!FP42","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:15:00",6.0900000000000003E-2,5.0749999999999997E-3,{"$f":"SUM(C$16:C43)","v":0.12967500000000001},0.12967500000000001,5.0750000000000101E-3,0.12967500000000001,5.0750000000000101E-3,0.12967500000000001,5.0750000000000101E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.12967500000000001,5.0750000000000101E-3,0.12967500000000001,5.0750000000000101E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.6953832182584049E-2,2.568455443092435E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB43+AA43, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+AB43+AA43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP43+AO43, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+AP43+AO43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ43>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ43-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD43+BC43, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+BD43+BC43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO43+BN43, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+BO43+BN43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ43+BY43, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+BZ43+BY43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK43+CJ43, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+CK43+CJ43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP43>=$CT$9), $CT$6+$CT$5+CM43, IF(AND($CO$5>0,CP43>CO$11),(CP43-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP43<$CT$9,0.66*$CR$8*(2*32.17*CY43*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM43+(CY43-CM43)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY43>0,(CY43/IF(CY43>$CT$6+$CT$5,$CT$6+$CT$5,CY43)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY43>0,(CY43/IF(CY43>$CT$6+$CT$5,$CT$6+$CT$5,CY43)),0)*CO$5/12/3600, IF(CP43<$CT$9,0.66*$CR$8*(2*32.17*CY43*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM43+(CY43-CM43)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC43+DB43, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+DC43+DB43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH43>=$DL$9), $DL$5+$DL$6+DE43, IF(AND(DG$5>0,DH43>DG$11),(DH43-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH43<$DL$9,0.66*DJ$8*(2*32.17*DQ43*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE43+(DQ43-DE43)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ43>0, (DQ43/IF(DQ43>$DL$6+$DL$5,$DL$6+$DL$5, DQ43)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ43>0, (DQ43/IF(DQ43>$DL$6+$DL$5,$DL$6+$DL$5, DQ43)), 0)*DG$5/12/3600, IF(DH43<$DL$9,0.66*DJ$8*(2*32.17*DQ43*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE43+(DQ43-DE43)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU43+DT43, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+DU43+DT43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ43-SUM(EB43:EC43))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH43>0,EH43/IF(EH43>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH43))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL43+EK43, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+EL43+EK43, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN43-EO43>EO$11),(EN43-EO43-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV43*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ43+EY43, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY43))+EZ43+EY43, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ43)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU43)),0)","v":0},{"$f":"FP43+'2-yr SBUH'!FP43","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:20:00",6.1199999999999997E-2,5.0999999999999995E-3,{"$f":"SUM(C$16:C44)","v":0.13477500000000001},0.13477500000000001,5.0999999999999934E-3,0.13477500000000001,5.0999999999999934E-3,0.13477500000000001,5.0999999999999934E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.13477500000000001,5.0999999999999934E-3,0.13477500000000001,5.0999999999999934E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.9620934278936049E-2,2.6671020963520004E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB44+AA44, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+AB44+AA44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP44+AO44, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+AP44+AO44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ44>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ44-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD44+BC44, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+BD44+BC44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO44+BN44, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+BO44+BN44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ44+BY44, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+BZ44+BY44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK44+CJ44, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+CK44+CJ44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP44>=$CT$9), $CT$6+$CT$5+CM44, IF(AND($CO$5>0,CP44>CO$11),(CP44-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP44<$CT$9,0.66*$CR$8*(2*32.17*CY44*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM44+(CY44-CM44)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY44>0,(CY44/IF(CY44>$CT$6+$CT$5,$CT$6+$CT$5,CY44)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY44>0,(CY44/IF(CY44>$CT$6+$CT$5,$CT$6+$CT$5,CY44)),0)*CO$5/12/3600, IF(CP44<$CT$9,0.66*$CR$8*(2*32.17*CY44*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM44+(CY44-CM44)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC44+DB44, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+DC44+DB44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH44>=$DL$9), $DL$5+$DL$6+DE44, IF(AND(DG$5>0,DH44>DG$11),(DH44-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH44<$DL$9,0.66*DJ$8*(2*32.17*DQ44*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE44+(DQ44-DE44)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ44>0, (DQ44/IF(DQ44>$DL$6+$DL$5,$DL$6+$DL$5, DQ44)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ44>0, (DQ44/IF(DQ44>$DL$6+$DL$5,$DL$6+$DL$5, DQ44)), 0)*DG$5/12/3600, IF(DH44<$DL$9,0.66*DJ$8*(2*32.17*DQ44*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE44+(DQ44-DE44)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU44+DT44, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+DU44+DT44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ44-SUM(EB44:EC44))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH44>0,EH44/IF(EH44>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH44))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL44+EK44, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+EL44+EK44, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN44-EO44>EO$11),(EN44-EO44-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV44*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ44+EY44, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY44))+EZ44+EY44, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ44)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU44)),0)","v":0},{"$f":"FP44+'2-yr SBUH'!FP44","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:25:00",6.1499999999999999E-2,5.1250000000000002E-3,{"$f":"SUM(C$16:C45)","v":0.1399},0.1399,5.1249999999999907E-3,0.1399,5.1249999999999907E-3,0.1399,5.1249999999999907E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.1399,5.1249999999999907E-3,0.1399,5.1249999999999907E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},3.2383568138970795E-2,2.7626338600347453E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB45+AA45, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+AB45+AA45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP45+AO45, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+AP45+AO45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ45>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ45-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD45+BC45, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+BD45+BC45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO45+BN45, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+BO45+BN45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ45+BY45, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+BZ45+BY45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK45+CJ45, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+CK45+CJ45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP45>=$CT$9), $CT$6+$CT$5+CM45, IF(AND($CO$5>0,CP45>CO$11),(CP45-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP45<$CT$9,0.66*$CR$8*(2*32.17*CY45*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM45+(CY45-CM45)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY45>0,(CY45/IF(CY45>$CT$6+$CT$5,$CT$6+$CT$5,CY45)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY45>0,(CY45/IF(CY45>$CT$6+$CT$5,$CT$6+$CT$5,CY45)),0)*CO$5/12/3600, IF(CP45<$CT$9,0.66*$CR$8*(2*32.17*CY45*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM45+(CY45-CM45)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC45+DB45, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+DC45+DB45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH45>=$DL$9), $DL$5+$DL$6+DE45, IF(AND(DG$5>0,DH45>DG$11),(DH45-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH45<$DL$9,0.66*DJ$8*(2*32.17*DQ45*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE45+(DQ45-DE45)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ45>0, (DQ45/IF(DQ45>$DL$6+$DL$5,$DL$6+$DL$5, DQ45)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ45>0, (DQ45/IF(DQ45>$DL$6+$DL$5,$DL$6+$DL$5, DQ45)), 0)*DG$5/12/3600, IF(DH45<$DL$9,0.66*DJ$8*(2*32.17*DQ45*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE45+(DQ45-DE45)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU45+DT45, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+DU45+DT45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ45-SUM(EB45:EC45))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH45>0,EH45/IF(EH45>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH45))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL45+EK45, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+EL45+EK45, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN45-EO45>EO$11),(EN45-EO45-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV45*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ45+EY45, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY45))+EZ45+EY45, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ45)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU45)),0)","v":0},{"$f":"FP45+'2-yr SBUH'!FP45","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:30:00",6.1800000000000001E-2,5.1500000000000001E-3,{"$f":"SUM(C$16:C46)","v":0.14504999999999998},0.14504999999999998,5.1499999999999879E-3,0.14504999999999998,5.1499999999999879E-3,0.14504999999999998,5.1499999999999879E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.14504999999999998,5.1499999999999879E-3,0.14504999999999998,5.1499999999999879E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},3.5238791163381307E-2,2.8552230244105123E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB46+AA46, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+AB46+AA46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP46+AO46, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+AP46+AO46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ46>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ46-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD46+BC46, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+BD46+BC46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO46+BN46, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+BO46+BN46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ46+BY46, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+BZ46+BY46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK46+CJ46, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+CK46+CJ46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP46>=$CT$9), $CT$6+$CT$5+CM46, IF(AND($CO$5>0,CP46>CO$11),(CP46-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP46<$CT$9,0.66*$CR$8*(2*32.17*CY46*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM46+(CY46-CM46)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY46>0,(CY46/IF(CY46>$CT$6+$CT$5,$CT$6+$CT$5,CY46)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY46>0,(CY46/IF(CY46>$CT$6+$CT$5,$CT$6+$CT$5,CY46)),0)*CO$5/12/3600, IF(CP46<$CT$9,0.66*$CR$8*(2*32.17*CY46*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM46+(CY46-CM46)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC46+DB46, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+DC46+DB46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH46>=$DL$9), $DL$5+$DL$6+DE46, IF(AND(DG$5>0,DH46>DG$11),(DH46-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH46<$DL$9,0.66*DJ$8*(2*32.17*DQ46*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE46+(DQ46-DE46)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ46>0, (DQ46/IF(DQ46>$DL$6+$DL$5,$DL$6+$DL$5, DQ46)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ46>0, (DQ46/IF(DQ46>$DL$6+$DL$5,$DL$6+$DL$5, DQ46)), 0)*DG$5/12/3600, IF(DH46<$DL$9,0.66*DJ$8*(2*32.17*DQ46*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE46+(DQ46-DE46)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU46+DT46, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+DU46+DT46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ46-SUM(EB46:EC46))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH46>0,EH46/IF(EH46>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH46))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL46+EK46, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+EL46+EK46, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN46-EO46>EO$11),(EN46-EO46-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV46*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ46+EY46, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY46))+EZ46+EY46, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ46)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU46)),0)","v":0},{"$f":"FP46+'2-yr SBUH'!FP46","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:35:00",6.2100000000000002E-2,5.1749999999999999E-3,{"$f":"SUM(C$16:C47)","v":0.150225},0.150225,5.1750000000000129E-3,0.150225,5.1750000000000129E-3,0.150225,5.1750000000000129E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.150225,5.1750000000000129E-3,0.150225,5.1750000000000129E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},3.818382130660064E-2,2.9450301432193335E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB47+AA47, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+AB47+AA47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP47+AO47, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+AP47+AO47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ47>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ47-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD47+BC47, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+BD47+BC47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO47+BN47, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+BO47+BN47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ47+BY47, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+BZ47+BY47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK47+CJ47, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+CK47+CJ47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP47>=$CT$9), $CT$6+$CT$5+CM47, IF(AND($CO$5>0,CP47>CO$11),(CP47-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP47<$CT$9,0.66*$CR$8*(2*32.17*CY47*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM47+(CY47-CM47)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY47>0,(CY47/IF(CY47>$CT$6+$CT$5,$CT$6+$CT$5,CY47)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY47>0,(CY47/IF(CY47>$CT$6+$CT$5,$CT$6+$CT$5,CY47)),0)*CO$5/12/3600, IF(CP47<$CT$9,0.66*$CR$8*(2*32.17*CY47*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM47+(CY47-CM47)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC47+DB47, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+DC47+DB47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH47>=$DL$9), $DL$5+$DL$6+DE47, IF(AND(DG$5>0,DH47>DG$11),(DH47-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH47<$DL$9,0.66*DJ$8*(2*32.17*DQ47*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE47+(DQ47-DE47)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ47>0, (DQ47/IF(DQ47>$DL$6+$DL$5,$DL$6+$DL$5, DQ47)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ47>0, (DQ47/IF(DQ47>$DL$6+$DL$5,$DL$6+$DL$5, DQ47)), 0)*DG$5/12/3600, IF(DH47<$DL$9,0.66*DJ$8*(2*32.17*DQ47*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE47+(DQ47-DE47)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU47+DT47, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+DU47+DT47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ47-SUM(EB47:EC47))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH47>0,EH47/IF(EH47>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH47))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL47+EK47, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+EL47+EK47, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN47-EO47>EO$11),(EN47-EO47-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV47*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ47+EY47, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY47))+EZ47+EY47, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ47)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU47)),0)","v":0},{"$f":"FP47+'2-yr SBUH'!FP47","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:40:00",6.2399999999999997E-2,5.1999999999999998E-3,{"$f":"SUM(C$16:C48)","v":0.15542500000000001},0.15542500000000001,5.2000000000000102E-3,0.15542500000000001,5.2000000000000102E-3,0.15542500000000001,5.2000000000000102E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.15542500000000001,5.2000000000000102E-3,0.15542500000000001,5.2000000000000102E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},4.1216026286553881E-2,3.0322049799532402E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB48+AA48, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY48))+AB48+AA48, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP48+AO48, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY48))+AP48+AO48, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ48>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ48-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD48+BC48, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY48))+BD48+BC48, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF($Q$4>0,(BR$3+BR$5)/$Q$4*$W48,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO48+BN48, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY48))+BO48+BN48, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ48+BY48, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY48))+BZ48+BY48, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK48+CJ48, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY48))+CK48+CJ48, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP48>=$CT$9), $CT$6+$CT$5+CM48, IF(AND($CO$5>0,CP48>CO$11),(CP48-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP48<$CT$9,0.66*$CR$8*(2*32.17*CY48*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM48+(CY48-CM48)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY48>0,(CY48/IF(CY48>$CT$6+$CT$5,$CT$6+$CT$5,CY48)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY48>0,(CY48/IF(CY48>$CT$6+$CT$5,$CT$6+$CT$5,CY48)),0)*CO$5/12/3600, IF(CP48<$CT$9,0.66*$CR$8*(2*32.17*CY48*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM48+(CY48-CM48)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC48+DB48, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY48))+DC48+DB48, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH48>=$DL$9), $DL$5+$DL$6+DE48, IF(AND(DG$5>0,DH48>DG$11),(DH48-DG$11)/DG$5/'CSS BMP Sizing 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Calculator'!$J$47,EH48))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL48+EK48, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY48))+EL48+EK48, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN48-EO48>EO$11),(EN48-EO48-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV48*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ48+EY48, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY48))+EZ48+EY48, 0)),0)","v":0},0,0,0,{"$f":"IF(FD$9<=FB48-FC48-FD48, FD$9,FB48-FC48-FD48)","v":0},0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ48)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU48)),0)","v":0},{"$f":"FP48+'2-yr SBUH'!FP48","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:45:00",6.2700000000000006E-2,5.2249999999999996E-3,{"$f":"SUM(C$16:C49)","v":0.16065000000000002},0.16065000000000002,5.2250000000000074E-3,0.16065000000000002,5.2250000000000074E-3,0.16065000000000002,5.2250000000000074E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.16065000000000002,5.2250000000000074E-3,0.16065000000000002,5.2250000000000074E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},4.4332913652865E-2,3.1168873663111191E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB49+AA49, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+AB49+AA49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP49+AO49, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+AP49+AO49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ49>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ49-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD49+BC49, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+BD49+BC49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO49+BN49, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+BO49+BN49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ49+BY49, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+BZ49+BY49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK49+CJ49, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+CK49+CJ49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP49>=$CT$9), $CT$6+$CT$5+CM49, IF(AND($CO$5>0,CP49>CO$11),(CP49-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP49<$CT$9,0.66*$CR$8*(2*32.17*CY49*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM49+(CY49-CM49)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY49>0,(CY49/IF(CY49>$CT$6+$CT$5,$CT$6+$CT$5,CY49)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY49>0,(CY49/IF(CY49>$CT$6+$CT$5,$CT$6+$CT$5,CY49)),0)*CO$5/12/3600, IF(CP49<$CT$9,0.66*$CR$8*(2*32.17*CY49*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM49+(CY49-CM49)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC49+DB49, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+DC49+DB49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH49>=$DL$9), $DL$5+$DL$6+DE49, IF(AND(DG$5>0,DH49>DG$11),(DH49-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH49<$DL$9,0.66*DJ$8*(2*32.17*DQ49*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE49+(DQ49-DE49)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ49>0, (DQ49/IF(DQ49>$DL$6+$DL$5,$DL$6+$DL$5, DQ49)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ49>0, (DQ49/IF(DQ49>$DL$6+$DL$5,$DL$6+$DL$5, DQ49)), 0)*DG$5/12/3600, IF(DH49<$DL$9,0.66*DJ$8*(2*32.17*DQ49*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE49+(DQ49-DE49)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU49+DT49, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+DU49+DT49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ49-SUM(EB49:EC49))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH49>0,EH49/IF(EH49>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH49))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL49+EK49, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+EL49+EK49, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN49-EO49>EO$11),(EN49-EO49-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV49*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ49+EY49, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY49))+EZ49+EY49, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ49)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU49)),0)","v":0},{"$f":"FP49+'2-yr SBUH'!FP49","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:50:00",6.3E-2,5.2500000000000003E-3,{"$f":"SUM(C$16:C50)","v":0.16590000000000002},0.16590000000000002,5.2500000000000047E-3,0.16590000000000002,5.2500000000000047E-3,0.16590000000000002,5.2500000000000047E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.16590000000000002,5.2500000000000047E-3,0.16590000000000002,5.2500000000000047E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},4.7532121634885113E-2,3.1992079820201136E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB50+AA50, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY50))+AB50+AA50, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP50+AO50, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP 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Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ50+BY50, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY50))+BZ50+BY50, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK50+CJ50, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY50))+CK50+CJ50, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP50>=$CT$9), $CT$6+$CT$5+CM50, IF(AND($CO$5>0,CP50>CO$11),(CP50-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP50<$CT$9,0.66*$CR$8*(2*32.17*CY50*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM50+(CY50-CM50)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY50>0,(CY50/IF(CY50>$CT$6+$CT$5,$CT$6+$CT$5,CY50)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY50>0,(CY50/IF(CY50>$CT$6+$CT$5,$CT$6+$CT$5,CY50)),0)*CO$5/12/3600, IF(CP50<$CT$9,0.66*$CR$8*(2*32.17*CY50*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM50+(CY50-CM50)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC50+DB50, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY50))+DC50+DB50, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH50>=$DL$9), $DL$5+$DL$6+DE50, IF(AND(DG$5>0,DH50>DG$11),(DH50-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH50<$DL$9,0.66*DJ$8*(2*32.17*DQ50*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE50+(DQ50-DE50)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ50>0, (DQ50/IF(DQ50>$DL$6+$DL$5,$DL$6+$DL$5, DQ50)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ50>0, (DQ50/IF(DQ50>$DL$6+$DL$5,$DL$6+$DL$5, DQ50)), 0)*DG$5/12/3600, IF(DH50<$DL$9,0.66*DJ$8*(2*32.17*DQ50*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE50+(DQ50-DE50)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU50+DT50, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY50))+DU50+DT50, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ50-SUM(EB50:EC50))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH50>0,EH50/IF(EH50>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH50))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL50+EK50, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY50))+EL50+EK50, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN50-EO50>EO$11),(EN50-EO50-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV50*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ50+EY50, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY50))+EZ50+EY50, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ50)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU50)),0)","v":0},{"$f":"FP50+'2-yr SBUH'!FP50","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["02:55:00",6.3299999999999995E-2,5.2750000000000002E-3,{"$f":"SUM(C$16:C51)","v":0.17117500000000002},0.17117500000000002,5.2750000000000019E-3,0.17117500000000002,5.2750000000000019E-3,0.17117500000000002,5.2750000000000019E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.17117500000000002,5.2750000000000019E-3,0.17117500000000002,5.2750000000000019E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},5.0811410699034214E-2,3.2792890641491004E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB51+AA51, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+AB51+AA51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP51+AO51, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+AP51+AO51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ51>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ51-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD51+BC51, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+BD51+BC51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO51+BN51, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+BO51+BN51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ51+BY51, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+BZ51+BY51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK51+CJ51, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+CK51+CJ51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP51>=$CT$9), $CT$6+$CT$5+CM51, IF(AND($CO$5>0,CP51>CO$11),(CP51-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP51<$CT$9,0.66*$CR$8*(2*32.17*CY51*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM51+(CY51-CM51)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY51>0,(CY51/IF(CY51>$CT$6+$CT$5,$CT$6+$CT$5,CY51)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY51>0,(CY51/IF(CY51>$CT$6+$CT$5,$CT$6+$CT$5,CY51)),0)*CO$5/12/3600, IF(CP51<$CT$9,0.66*$CR$8*(2*32.17*CY51*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM51+(CY51-CM51)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC51+DB51, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+DC51+DB51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH51>=$DL$9), $DL$5+$DL$6+DE51, IF(AND(DG$5>0,DH51>DG$11),(DH51-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH51<$DL$9,0.66*DJ$8*(2*32.17*DQ51*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE51+(DQ51-DE51)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ51>0, (DQ51/IF(DQ51>$DL$6+$DL$5,$DL$6+$DL$5, DQ51)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ51>0, (DQ51/IF(DQ51>$DL$6+$DL$5,$DL$6+$DL$5, DQ51)), 0)*DG$5/12/3600, IF(DH51<$DL$9,0.66*DJ$8*(2*32.17*DQ51*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE51+(DQ51-DE51)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU51+DT51, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+DU51+DT51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ51-SUM(EB51:EC51))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH51>0,EH51/IF(EH51>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH51))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL51+EK51, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+EL51+EK51, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN51-EO51>EO$11),(EN51-EO51-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV51*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ51+EY51, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY51))+EZ51+EY51, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ51)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU51)),0)","v":0},{"$f":"FP51+'2-yr SBUH'!FP51","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:00:00",6.3600000000000004E-2,5.3E-3,{"$f":"SUM(C$16:C52)","v":0.17647500000000002},0.17647500000000002,5.2999999999999992E-3,0.17647500000000002,5.2999999999999992E-3,0.17647500000000002,5.2999999999999992E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.17647500000000002,5.2999999999999992E-3,0.17647500000000002,5.2999999999999992E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},5.4168655752141144E-2,3.3572450531069303E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB52+AA52, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+AB52+AA52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP52+AO52, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+AP52+AO52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ52>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ52-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD52+BC52, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+BD52+BC52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO52+BN52, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+BO52+BN52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ52+BY52, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+BZ52+BY52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK52+CJ52, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+CK52+CJ52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP52>=$CT$9), $CT$6+$CT$5+CM52, IF(AND($CO$5>0,CP52>CO$11),(CP52-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP52<$CT$9,0.66*$CR$8*(2*32.17*CY52*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM52+(CY52-CM52)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY52>0,(CY52/IF(CY52>$CT$6+$CT$5,$CT$6+$CT$5,CY52)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY52>0,(CY52/IF(CY52>$CT$6+$CT$5,$CT$6+$CT$5,CY52)),0)*CO$5/12/3600, IF(CP52<$CT$9,0.66*$CR$8*(2*32.17*CY52*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM52+(CY52-CM52)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC52+DB52, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+DC52+DB52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH52>=$DL$9), $DL$5+$DL$6+DE52, IF(AND(DG$5>0,DH52>DG$11),(DH52-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH52<$DL$9,0.66*DJ$8*(2*32.17*DQ52*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE52+(DQ52-DE52)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ52>0, (DQ52/IF(DQ52>$DL$6+$DL$5,$DL$6+$DL$5, DQ52)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ52>0, (DQ52/IF(DQ52>$DL$6+$DL$5,$DL$6+$DL$5, DQ52)), 0)*DG$5/12/3600, IF(DH52<$DL$9,0.66*DJ$8*(2*32.17*DQ52*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE52+(DQ52-DE52)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU52+DT52, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+DU52+DT52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ52-SUM(EB52:EC52))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH52>0,EH52/IF(EH52>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH52))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL52+EK52, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+EL52+EK52, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN52-EO52>EO$11),(EN52-EO52-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV52*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ52+EY52, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY52))+EZ52+EY52, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ52)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU52)),0)","v":0},{"$f":"FP52+'2-yr SBUH'!FP52","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:05:00",6.3899999999999998E-2,5.3249999999999999E-3,{"$f":"SUM(C$16:C53)","v":0.18180000000000002},0.18180000000000004,5.3250000000000242E-3,0.18180000000000004,5.3250000000000242E-3,0.18180000000000004,5.3250000000000242E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.18180000000000004,5.3250000000000242E-3,0.18180000000000004,5.3250000000000242E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},5.7601838933844261E-2,3.4331831817031172E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB53+AA53, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+AB53+AA53, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP53+AO53, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+AP53+AO53, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ53>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ53-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD53+BC53, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+BD53+BC53, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO53+BN53, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+BO53+BN53, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ53+BY53, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+BZ53+BY53, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK53+CJ53, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+CK53+CJ53, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP53>=$CT$9), $CT$6+$CT$5+CM53, IF(AND($CO$5>0,CP53>CO$11),(CP53-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP53<$CT$9,0.66*$CR$8*(2*32.17*CY53*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM53+(CY53-CM53)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY53>0,(CY53/IF(CY53>$CT$6+$CT$5,$CT$6+$CT$5,CY53)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY53>0,(CY53/IF(CY53>$CT$6+$CT$5,$CT$6+$CT$5,CY53)),0)*CO$5/12/3600, IF(CP53<$CT$9,0.66*$CR$8*(2*32.17*CY53*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM53+(CY53-CM53)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC53+DB53, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+DC53+DB53, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH53>=$DL$9), $DL$5+$DL$6+DE53, IF(AND(DG$5>0,DH53>DG$11),(DH53-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH53<$DL$9,0.66*DJ$8*(2*32.17*DQ53*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE53+(DQ53-DE53)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ53>0, (DQ53/IF(DQ53>$DL$6+$DL$5,$DL$6+$DL$5, DQ53)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ53>0, (DQ53/IF(DQ53>$DL$6+$DL$5,$DL$6+$DL$5, DQ53)), 0)*DG$5/12/3600, IF(DH53<$DL$9,0.66*DJ$8*(2*32.17*DQ53*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE53+(DQ53-DE53)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU53+DT53, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+DU53+DT53, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ53-SUM(EB53:EC53))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH53>0,EH53/IF(EH53>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH53))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL53+EK53, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+EL53+EK53, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN53-EO53>EO$11),(EN53-EO53-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV53*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ53+EY53, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY53))+EZ53+EY53, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ53)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU53)),0)","v":0},{"$f":"FP53+'2-yr SBUH'!FP53","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:10:00",6.4299999999999996E-2,5.3583333333333339E-3,{"$f":"SUM(C$16:C54)","v":0.18715833333333334},0.18715833333333337,5.3583333333333261E-3,0.18715833333333337,5.3583333333333261E-3,0.18715833333333337,5.3583333333333261E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.18715833333333337,5.3583333333333261E-3,0.18715833333333337,5.3583333333333261E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},6.1114549772690305E-2,3.5127108388460435E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB54+AA54, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+AB54+AA54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP54+AO54, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+AP54+AO54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ54>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ54-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD54+BC54, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+BD54+BC54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO54+BN54, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+BO54+BN54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ54+BY54, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+BZ54+BY54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK54+CJ54, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+CK54+CJ54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP54>=$CT$9), $CT$6+$CT$5+CM54, IF(AND($CO$5>0,CP54>CO$11),(CP54-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP54<$CT$9,0.66*$CR$8*(2*32.17*CY54*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM54+(CY54-CM54)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY54>0,(CY54/IF(CY54>$CT$6+$CT$5,$CT$6+$CT$5,CY54)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY54>0,(CY54/IF(CY54>$CT$6+$CT$5,$CT$6+$CT$5,CY54)),0)*CO$5/12/3600, IF(CP54<$CT$9,0.66*$CR$8*(2*32.17*CY54*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM54+(CY54-CM54)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC54+DB54, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+DC54+DB54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH54>=$DL$9), $DL$5+$DL$6+DE54, IF(AND(DG$5>0,DH54>DG$11),(DH54-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH54<$DL$9,0.66*DJ$8*(2*32.17*DQ54*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE54+(DQ54-DE54)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ54>0, (DQ54/IF(DQ54>$DL$6+$DL$5,$DL$6+$DL$5, DQ54)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ54>0, (DQ54/IF(DQ54>$DL$6+$DL$5,$DL$6+$DL$5, DQ54)), 0)*DG$5/12/3600, IF(DH54<$DL$9,0.66*DJ$8*(2*32.17*DQ54*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE54+(DQ54-DE54)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU54+DT54, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+DU54+DT54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ54-SUM(EB54:EC54))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH54>0,EH54/IF(EH54>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH54))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL54+EK54, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+EL54+EK54, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN54-EO54>EO$11),(EN54-EO54-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV54*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ54+EY54, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY54))+EZ54+EY54, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ54)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU54)),0)","v":0},{"$f":"FP54+'2-yr SBUH'!FP54","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:15:00",6.4600000000000005E-2,5.3833333333333337E-3,{"$f":"SUM(C$16:C55)","v":0.19254166666666667},0.19254166666666667,5.3833333333332956E-3,0.19254166666666667,5.3833333333332956E-3,0.19254166666666667,5.3833333333332956E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.19254166666666667,5.3833333333332956E-3,0.19254166666666667,5.3833333333332956E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},6.4699628169022902E-2,3.5850783963325972E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB55+AA55, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+AB55+AA55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP55+AO55, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+AP55+AO55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ55>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ55-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD55+BC55, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+BD55+BC55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO55+BN55, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+BO55+BN55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ55+BY55, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+BZ55+BY55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK55+CJ55, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+CK55+CJ55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP55>=$CT$9), $CT$6+$CT$5+CM55, IF(AND($CO$5>0,CP55>CO$11),(CP55-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP55<$CT$9,0.66*$CR$8*(2*32.17*CY55*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM55+(CY55-CM55)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY55>0,(CY55/IF(CY55>$CT$6+$CT$5,$CT$6+$CT$5,CY55)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY55>0,(CY55/IF(CY55>$CT$6+$CT$5,$CT$6+$CT$5,CY55)),0)*CO$5/12/3600, IF(CP55<$CT$9,0.66*$CR$8*(2*32.17*CY55*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM55+(CY55-CM55)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC55+DB55, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+DC55+DB55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH55>=$DL$9), $DL$5+$DL$6+DE55, IF(AND(DG$5>0,DH55>DG$11),(DH55-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH55<$DL$9,0.66*DJ$8*(2*32.17*DQ55*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE55+(DQ55-DE55)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ55>0, (DQ55/IF(DQ55>$DL$6+$DL$5,$DL$6+$DL$5, DQ55)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ55>0, (DQ55/IF(DQ55>$DL$6+$DL$5,$DL$6+$DL$5, DQ55)), 0)*DG$5/12/3600, IF(DH55<$DL$9,0.66*DJ$8*(2*32.17*DQ55*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE55+(DQ55-DE55)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU55+DT55, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+DU55+DT55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ55-SUM(EB55:EC55))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH55>0,EH55/IF(EH55>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH55))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL55+EK55, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+EL55+EK55, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN55-EO55>EO$11),(EN55-EO55-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV55*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ55+EY55, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY55))+EZ55+EY55, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ55)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU55)),0)","v":0},{"$f":"FP55+'2-yr SBUH'!FP55","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:20:00",6.4899999999999999E-2,5.4083333333333336E-3,{"$f":"SUM(C$16:C56)","v":0.19794999999999999},0.19794999999999999,5.4083333333333206E-3,0.19794999999999999,5.4083333333333206E-3,0.19794999999999999,5.4083333333333206E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.19794999999999999,5.4083333333333206E-3,0.19794999999999999,5.4083333333333206E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},6.8355329686982186E-2,3.6557015179592839E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB56+AA56, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+AB56+AA56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP56+AO56, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+AP56+AO56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ56>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ56-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD56+BC56, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+BD56+BC56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO56+BN56, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+BO56+BN56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ56+BY56, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+BZ56+BY56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK56+CJ56, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+CK56+CJ56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP56>=$CT$9), $CT$6+$CT$5+CM56, IF(AND($CO$5>0,CP56>CO$11),(CP56-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP56<$CT$9,0.66*$CR$8*(2*32.17*CY56*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM56+(CY56-CM56)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY56>0,(CY56/IF(CY56>$CT$6+$CT$5,$CT$6+$CT$5,CY56)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY56>0,(CY56/IF(CY56>$CT$6+$CT$5,$CT$6+$CT$5,CY56)),0)*CO$5/12/3600, IF(CP56<$CT$9,0.66*$CR$8*(2*32.17*CY56*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM56+(CY56-CM56)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC56+DB56, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+DC56+DB56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH56>=$DL$9), $DL$5+$DL$6+DE56, IF(AND(DG$5>0,DH56>DG$11),(DH56-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH56<$DL$9,0.66*DJ$8*(2*32.17*DQ56*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE56+(DQ56-DE56)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ56>0, (DQ56/IF(DQ56>$DL$6+$DL$5,$DL$6+$DL$5, DQ56)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ56>0, (DQ56/IF(DQ56>$DL$6+$DL$5,$DL$6+$DL$5, DQ56)), 0)*DG$5/12/3600, IF(DH56<$DL$9,0.66*DJ$8*(2*32.17*DQ56*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE56+(DQ56-DE56)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU56+DT56, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+DU56+DT56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ56-SUM(EB56:EC56))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH56>0,EH56/IF(EH56>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH56))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL56+EK56, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+EL56+EK56, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN56-EO56>EO$11),(EN56-EO56-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV56*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ56+EY56, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY56))+EZ56+EY56, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ56)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU56)),0)","v":0},{"$f":"FP56+'2-yr SBUH'!FP56","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:25:00",6.5299999999999997E-2,5.4416666666666667E-3,{"$f":"SUM(C$16:C57)","v":0.20339166666666667},0.20339166666666667,5.441666666666678E-3,0.20339166666666667,5.441666666666678E-3,0.20339166666666667,5.441666666666678E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.20339166666666667,5.441666666666678E-3,0.20339166666666667,5.441666666666678E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},7.208574548384647E-2,3.7304157968642837E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB57+AA57, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+AB57+AA57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP57+AO57, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+AP57+AO57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ57>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ57-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD57+BC57, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+BD57+BC57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO57+BN57, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+BO57+BN57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ57+BY57, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+BZ57+BY57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK57+CJ57, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+CK57+CJ57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP57>=$CT$9), $CT$6+$CT$5+CM57, IF(AND($CO$5>0,CP57>CO$11),(CP57-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP57<$CT$9,0.66*$CR$8*(2*32.17*CY57*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM57+(CY57-CM57)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY57>0,(CY57/IF(CY57>$CT$6+$CT$5,$CT$6+$CT$5,CY57)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY57>0,(CY57/IF(CY57>$CT$6+$CT$5,$CT$6+$CT$5,CY57)),0)*CO$5/12/3600, IF(CP57<$CT$9,0.66*$CR$8*(2*32.17*CY57*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM57+(CY57-CM57)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC57+DB57, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+DC57+DB57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH57>=$DL$9), $DL$5+$DL$6+DE57, IF(AND(DG$5>0,DH57>DG$11),(DH57-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH57<$DL$9,0.66*DJ$8*(2*32.17*DQ57*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE57+(DQ57-DE57)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ57>0, (DQ57/IF(DQ57>$DL$6+$DL$5,$DL$6+$DL$5, DQ57)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ57>0, (DQ57/IF(DQ57>$DL$6+$DL$5,$DL$6+$DL$5, DQ57)), 0)*DG$5/12/3600, IF(DH57<$DL$9,0.66*DJ$8*(2*32.17*DQ57*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE57+(DQ57-DE57)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU57+DT57, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+DU57+DT57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ57-SUM(EB57:EC57))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH57>0,EH57/IF(EH57>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH57))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL57+EK57, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+EL57+EK57, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN57-EO57>EO$11),(EN57-EO57-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV57*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ57+EY57, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY57))+EZ57+EY57, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ57)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU57)),0)","v":0},{"$f":"FP57+'2-yr SBUH'!FP57","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:30:00",6.5600000000000006E-2,5.4666666666666665E-3,{"$f":"SUM(C$16:C58)","v":0.20885833333333334},0.20885833333333337,5.466666666666703E-3,0.20885833333333337,5.466666666666703E-3,0.20885833333333337,5.466666666666703E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.20885833333333337,5.466666666666703E-3,0.20885833333333337,5.466666666666703E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},7.5883693096152213E-2,3.7979476123057437E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB58+AA58, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+AB58+AA58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP58+AO58, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+AP58+AO58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ58>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ58-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD58+BC58, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+BD58+BC58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO58+BN58, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+BO58+BN58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ58+BY58, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+BZ58+BY58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK58+CJ58, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+CK58+CJ58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP58>=$CT$9), $CT$6+$CT$5+CM58, IF(AND($CO$5>0,CP58>CO$11),(CP58-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP58<$CT$9,0.66*$CR$8*(2*32.17*CY58*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM58+(CY58-CM58)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY58>0,(CY58/IF(CY58>$CT$6+$CT$5,$CT$6+$CT$5,CY58)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY58>0,(CY58/IF(CY58>$CT$6+$CT$5,$CT$6+$CT$5,CY58)),0)*CO$5/12/3600, IF(CP58<$CT$9,0.66*$CR$8*(2*32.17*CY58*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM58+(CY58-CM58)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC58+DB58, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+DC58+DB58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH58>=$DL$9), $DL$5+$DL$6+DE58, IF(AND(DG$5>0,DH58>DG$11),(DH58-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH58<$DL$9,0.66*DJ$8*(2*32.17*DQ58*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE58+(DQ58-DE58)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ58>0, (DQ58/IF(DQ58>$DL$6+$DL$5,$DL$6+$DL$5, DQ58)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ58>0, (DQ58/IF(DQ58>$DL$6+$DL$5,$DL$6+$DL$5, DQ58)), 0)*DG$5/12/3600, IF(DH58<$DL$9,0.66*DJ$8*(2*32.17*DQ58*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE58+(DQ58-DE58)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU58+DT58, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+DU58+DT58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ58-SUM(EB58:EC58))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH58>0,EH58/IF(EH58>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH58))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL58+EK58, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+EL58+EK58, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN58-EO58>EO$11),(EN58-EO58-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV58*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ58+EY58, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY58))+EZ58+EY58, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ58)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU58)),0)","v":0},{"$f":"FP58+'2-yr SBUH'!FP58","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:35:00",6.6000000000000003E-2,5.5000000000000005E-3,{"$f":"SUM(C$16:C59)","v":0.21435833333333335},0.21435833333333335,5.4999999999999771E-3,0.21435833333333335,5.4999999999999771E-3,0.21435833333333335,5.4999999999999771E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.21435833333333335,5.4999999999999771E-3,0.21435833333333335,5.4999999999999771E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},7.9753556129375319E-2,3.869863033223106E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB59+AA59, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+AB59+AA59, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP59+AO59, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+AP59+AO59, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ59>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ59-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD59+BC59, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+BD59+BC59, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO59+BN59, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+BO59+BN59, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ59+BY59, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+BZ59+BY59, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK59+CJ59, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+CK59+CJ59, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP59>=$CT$9), $CT$6+$CT$5+CM59, IF(AND($CO$5>0,CP59>CO$11),(CP59-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP59<$CT$9,0.66*$CR$8*(2*32.17*CY59*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM59+(CY59-CM59)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY59>0,(CY59/IF(CY59>$CT$6+$CT$5,$CT$6+$CT$5,CY59)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY59>0,(CY59/IF(CY59>$CT$6+$CT$5,$CT$6+$CT$5,CY59)),0)*CO$5/12/3600, IF(CP59<$CT$9,0.66*$CR$8*(2*32.17*CY59*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM59+(CY59-CM59)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC59+DB59, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+DC59+DB59, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH59>=$DL$9), $DL$5+$DL$6+DE59, IF(AND(DG$5>0,DH59>DG$11),(DH59-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH59<$DL$9,0.66*DJ$8*(2*32.17*DQ59*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE59+(DQ59-DE59)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ59>0, (DQ59/IF(DQ59>$DL$6+$DL$5,$DL$6+$DL$5, DQ59)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ59>0, (DQ59/IF(DQ59>$DL$6+$DL$5,$DL$6+$DL$5, DQ59)), 0)*DG$5/12/3600, IF(DH59<$DL$9,0.66*DJ$8*(2*32.17*DQ59*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE59+(DQ59-DE59)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU59+DT59, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+DU59+DT59, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ59-SUM(EB59:EC59))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH59>0,EH59/IF(EH59>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH59))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL59+EK59, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+EL59+EK59, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN59-EO59>EO$11),(EN59-EO59-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV59*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ59+EY59, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY59))+EZ59+EY59, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ59)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU59)),0)","v":0},{"$f":"FP59+'2-yr SBUH'!FP59","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:40:00",6.6299999999999998E-2,5.5250000000000004E-3,{"$f":"SUM(C$16:C60)","v":0.21988333333333335},0.21988333333333335,5.5250000000000021E-3,0.21988333333333335,5.5250000000000021E-3,0.21988333333333335,5.5250000000000021E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.21988333333333335,5.5250000000000021E-3,0.21988333333333335,5.5250000000000021E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},8.3688129418468912E-2,3.9345732890935931E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB60+AA60, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY60))+AB60+AA60, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP60+AO60, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY60))+AP60+AO60, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ60>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ60-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD60+BC60, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY60))+BD60+BC60, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO60+BN60, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY60))+BO60+BN60, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ60+BY60, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY60))+BZ60+BY60, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK60+CJ60, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY60))+CK60+CJ60, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP60>=$CT$9), $CT$6+$CT$5+CM60, IF(AND($CO$5>0,CP60>CO$11),(CP60-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP60<$CT$9,0.66*$CR$8*(2*32.17*CY60*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM60+(CY60-CM60)*0.35))^0.5)> 'CSS BMP 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(DQ60/IF(DQ60>$DL$6+$DL$5,$DL$6+$DL$5, DQ60)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ60>0, (DQ60/IF(DQ60>$DL$6+$DL$5,$DL$6+$DL$5, DQ60)), 0)*DG$5/12/3600, IF(DH60<$DL$9,0.66*DJ$8*(2*32.17*DQ60*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE60+(DQ60-DE60)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU60+DT60, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY60))+DU60+DT60, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ60-SUM(EB60:EC60))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH60>0,EH60/IF(EH60>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH60))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL60+EK60, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY60))+EL60+EK60, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN60-EO60>EO$11),(EN60-EO60-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV60*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ60+EY60, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY60))+EZ60+EY60, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ60)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU60)),0)","v":0},{"$f":"FP60+'2-yr SBUH'!FP60","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:45:00",6.6699999999999995E-2,5.5583333333333327E-3,{"$f":"SUM(C$16:C61)","v":0.22544166666666668},0.22544166666666668,5.5583333333333318E-3,0.22544166666666668,5.5583333333333318E-3,0.22544166666666668,5.5583333333333318E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.22544166666666668,5.5583333333333318E-3,0.22544166666666668,5.5583333333333318E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},8.7692062675826271E-2,4.0039332573573588E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB61+AA61, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+AB61+AA61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP61+AO61, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+AP61+AO61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ61>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ61-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD61+BC61, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+BD61+BC61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO61+BN61, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+BO61+BN61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ61+BY61, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+BZ61+BY61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK61+CJ61, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+CK61+CJ61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP61>=$CT$9), $CT$6+$CT$5+CM61, IF(AND($CO$5>0,CP61>CO$11),(CP61-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP61<$CT$9,0.66*$CR$8*(2*32.17*CY61*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM61+(CY61-CM61)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY61>0,(CY61/IF(CY61>$CT$6+$CT$5,$CT$6+$CT$5,CY61)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY61>0,(CY61/IF(CY61>$CT$6+$CT$5,$CT$6+$CT$5,CY61)),0)*CO$5/12/3600, IF(CP61<$CT$9,0.66*$CR$8*(2*32.17*CY61*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM61+(CY61-CM61)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC61+DB61, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+DC61+DB61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH61>=$DL$9), $DL$5+$DL$6+DE61, IF(AND(DG$5>0,DH61>DG$11),(DH61-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH61<$DL$9,0.66*DJ$8*(2*32.17*DQ61*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE61+(DQ61-DE61)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ61>0, (DQ61/IF(DQ61>$DL$6+$DL$5,$DL$6+$DL$5, DQ61)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ61>0, (DQ61/IF(DQ61>$DL$6+$DL$5,$DL$6+$DL$5, DQ61)), 0)*DG$5/12/3600, IF(DH61<$DL$9,0.66*DJ$8*(2*32.17*DQ61*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE61+(DQ61-DE61)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU61+DT61, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+DU61+DT61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ61-SUM(EB61:EC61))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH61>0,EH61/IF(EH61>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH61))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL61+EK61, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+EL61+EK61, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN61-EO61>EO$11),(EN61-EO61-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV61*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ61+EY61, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY61))+EZ61+EY61, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ61)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU61)),0)","v":0},{"$f":"FP61+'2-yr SBUH'!FP61","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:50:00",6.7100000000000007E-2,5.5916666666666667E-3,{"$f":"SUM(C$16:C62)","v":0.23103333333333334},0.23103333333333334,5.5916666666666615E-3,0.23103333333333334,5.5916666666666615E-3,0.23103333333333334,5.5916666666666615E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.23103333333333334,5.5916666666666615E-3,0.23103333333333334,5.5916666666666615E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},9.1764226543936817E-2,4.0721638681105454E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB62+AA62, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+AB62+AA62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP62+AO62, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+AP62+AO62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ62>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ62-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD62+BC62, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+BD62+BC62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO62+BN62, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+BO62+BN62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ62+BY62, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+BZ62+BY62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK62+CJ62, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+CK62+CJ62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP62>=$CT$9), $CT$6+$CT$5+CM62, IF(AND($CO$5>0,CP62>CO$11),(CP62-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP62<$CT$9,0.66*$CR$8*(2*32.17*CY62*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM62+(CY62-CM62)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY62>0,(CY62/IF(CY62>$CT$6+$CT$5,$CT$6+$CT$5,CY62)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY62>0,(CY62/IF(CY62>$CT$6+$CT$5,$CT$6+$CT$5,CY62)),0)*CO$5/12/3600, IF(CP62<$CT$9,0.66*$CR$8*(2*32.17*CY62*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM62+(CY62-CM62)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC62+DB62, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+DC62+DB62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH62>=$DL$9), $DL$5+$DL$6+DE62, IF(AND(DG$5>0,DH62>DG$11),(DH62-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH62<$DL$9,0.66*DJ$8*(2*32.17*DQ62*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE62+(DQ62-DE62)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ62>0, (DQ62/IF(DQ62>$DL$6+$DL$5,$DL$6+$DL$5, DQ62)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ62>0, (DQ62/IF(DQ62>$DL$6+$DL$5,$DL$6+$DL$5, DQ62)), 0)*DG$5/12/3600, IF(DH62<$DL$9,0.66*DJ$8*(2*32.17*DQ62*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE62+(DQ62-DE62)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU62+DT62, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+DU62+DT62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ62-SUM(EB62:EC62))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH62>0,EH62/IF(EH62>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH62))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL62+EK62, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+EL62+EK62, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN62-EO62>EO$11),(EN62-EO62-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV62*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ62+EY62, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY62))+EZ62+EY62, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ62)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU62)),0)","v":0},{"$f":"FP62+'2-yr SBUH'!FP62","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["03:55:00",6.7400000000000002E-2,5.6166666666666674E-3,{"$f":"SUM(C$16:C63)","v":0.23665},0.23665,5.6166666666666587E-3,0.23665,5.6166666666666587E-3,0.23665,5.6166666666666587E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.23665,5.6166666666666587E-3,0.23665,5.6166666666666587E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},9.5897373962406621E-2,4.1331474184698042E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB63+AA63, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+AB63+AA63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP63+AO63, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+AP63+AO63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ63>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ63-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD63+BC63, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+BD63+BC63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO63+BN63, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+BO63+BN63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ63+BY63, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+BZ63+BY63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK63+CJ63, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+CK63+CJ63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP63>=$CT$9), $CT$6+$CT$5+CM63, IF(AND($CO$5>0,CP63>CO$11),(CP63-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP63<$CT$9,0.66*$CR$8*(2*32.17*CY63*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM63+(CY63-CM63)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY63>0,(CY63/IF(CY63>$CT$6+$CT$5,$CT$6+$CT$5,CY63)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY63>0,(CY63/IF(CY63>$CT$6+$CT$5,$CT$6+$CT$5,CY63)),0)*CO$5/12/3600, IF(CP63<$CT$9,0.66*$CR$8*(2*32.17*CY63*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM63+(CY63-CM63)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC63+DB63, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+DC63+DB63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH63>=$DL$9), $DL$5+$DL$6+DE63, IF(AND(DG$5>0,DH63>DG$11),(DH63-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH63<$DL$9,0.66*DJ$8*(2*32.17*DQ63*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE63+(DQ63-DE63)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ63>0, (DQ63/IF(DQ63>$DL$6+$DL$5,$DL$6+$DL$5, DQ63)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ63>0, (DQ63/IF(DQ63>$DL$6+$DL$5,$DL$6+$DL$5, DQ63)), 0)*DG$5/12/3600, IF(DH63<$DL$9,0.66*DJ$8*(2*32.17*DQ63*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE63+(DQ63-DE63)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU63+DT63, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+DU63+DT63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ63-SUM(EB63:EC63))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH63>0,EH63/IF(EH63>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH63))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL63+EK63, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+EL63+EK63, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN63-EO63>EO$11),(EN63-EO63-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV63*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ63+EY63, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY63))+EZ63+EY63, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ63)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU63)),0)","v":0},{"$f":"FP63+'2-yr SBUH'!FP63","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:00:00",6.7799999999999999E-2,5.6499999999999996E-3,{"$f":"SUM(C$16:C64)","v":0.24229999999999999},0.24229999999999999,5.6499999999999884E-3,0.24229999999999999,5.6499999999999884E-3,0.24229999999999999,5.6499999999999884E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.24229999999999999,5.6499999999999884E-3,0.24229999999999999,5.6499999999999884E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.10009650742280747,4.1991334604008501E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB64+AA64, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+AB64+AA64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP64+AO64, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+AP64+AO64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ64>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ64-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD64+BC64, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+BD64+BC64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO64+BN64, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+BO64+BN64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ64+BY64, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+BZ64+BY64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK64+CJ64, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+CK64+CJ64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP64>=$CT$9), $CT$6+$CT$5+CM64, IF(AND($CO$5>0,CP64>CO$11),(CP64-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP64<$CT$9,0.66*$CR$8*(2*32.17*CY64*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM64+(CY64-CM64)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY64>0,(CY64/IF(CY64>$CT$6+$CT$5,$CT$6+$CT$5,CY64)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY64>0,(CY64/IF(CY64>$CT$6+$CT$5,$CT$6+$CT$5,CY64)),0)*CO$5/12/3600, IF(CP64<$CT$9,0.66*$CR$8*(2*32.17*CY64*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM64+(CY64-CM64)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC64+DB64, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+DC64+DB64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH64>=$DL$9), $DL$5+$DL$6+DE64, IF(AND(DG$5>0,DH64>DG$11),(DH64-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH64<$DL$9,0.66*DJ$8*(2*32.17*DQ64*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE64+(DQ64-DE64)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ64>0, (DQ64/IF(DQ64>$DL$6+$DL$5,$DL$6+$DL$5, DQ64)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ64>0, (DQ64/IF(DQ64>$DL$6+$DL$5,$DL$6+$DL$5, DQ64)), 0)*DG$5/12/3600, IF(DH64<$DL$9,0.66*DJ$8*(2*32.17*DQ64*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE64+(DQ64-DE64)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU64+DT64, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+DU64+DT64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ64-SUM(EB64:EC64))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH64>0,EH64/IF(EH64>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH64))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL64+EK64, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+EL64+EK64, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN64-EO64>EO$11),(EN64-EO64-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV64*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ64+EY64, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY64))+EZ64+EY64, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ64)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU64)),0)","v":0},{"$f":"FP64+'2-yr SBUH'!FP64","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:05:00",6.8199999999999997E-2,5.6833333333333328E-3,{"$f":"SUM(C$16:C65)","v":0.24798333333333333},0.24798333333333333,5.6833333333333458E-3,0.24798333333333333,5.6833333333333458E-3,0.24798333333333333,5.6833333333333458E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.24798333333333333,5.6833333333333458E-3,0.24798333333333333,5.6833333333333458E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.1043606339084638,4.2641264856563277E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB65+AA65, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+AB65+AA65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP65+AO65, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+AP65+AO65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ65>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ65-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD65+BC65, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+BD65+BC65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO65+BN65, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+BO65+BN65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ65+BY65, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+BZ65+BY65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK65+CJ65, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+CK65+CJ65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP65>=$CT$9), $CT$6+$CT$5+CM65, IF(AND($CO$5>0,CP65>CO$11),(CP65-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP65<$CT$9,0.66*$CR$8*(2*32.17*CY65*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM65+(CY65-CM65)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY65>0,(CY65/IF(CY65>$CT$6+$CT$5,$CT$6+$CT$5,CY65)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY65>0,(CY65/IF(CY65>$CT$6+$CT$5,$CT$6+$CT$5,CY65)),0)*CO$5/12/3600, IF(CP65<$CT$9,0.66*$CR$8*(2*32.17*CY65*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM65+(CY65-CM65)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC65+DB65, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+DC65+DB65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH65>=$DL$9), $DL$5+$DL$6+DE65, IF(AND(DG$5>0,DH65>DG$11),(DH65-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH65<$DL$9,0.66*DJ$8*(2*32.17*DQ65*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE65+(DQ65-DE65)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ65>0, (DQ65/IF(DQ65>$DL$6+$DL$5,$DL$6+$DL$5, DQ65)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ65>0, (DQ65/IF(DQ65>$DL$6+$DL$5,$DL$6+$DL$5, DQ65)), 0)*DG$5/12/3600, IF(DH65<$DL$9,0.66*DJ$8*(2*32.17*DQ65*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE65+(DQ65-DE65)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU65+DT65, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+DU65+DT65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ65-SUM(EB65:EC65))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH65>0,EH65/IF(EH65>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH65))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL65+EK65, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+EL65+EK65, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN65-EO65>EO$11),(EN65-EO65-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV65*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ65+EY65, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY65))+EZ65+EY65, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ65)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU65)),0)","v":0},{"$f":"FP65+'2-yr SBUH'!FP65","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:10:00",6.8599999999999994E-2,5.7166666666666659E-3,{"$f":"SUM(C$16:C66)","v":0.25369999999999998},0.25369999999999998,5.7166666666666477E-3,0.25369999999999998,5.7166666666666477E-3,0.25369999999999998,5.7166666666666477E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.25369999999999998,5.7166666666666477E-3,0.25369999999999998,5.7166666666666477E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.1086887991983489,4.328165289885097E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB66+AA66, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+AB66+AA66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP66+AO66, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+AP66+AO66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ66>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ66-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD66+BC66, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+BD66+BC66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO66+BN66, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+BO66+BN66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ66+BY66, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+BZ66+BY66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK66+CJ66, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+CK66+CJ66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP66>=$CT$9), $CT$6+$CT$5+CM66, IF(AND($CO$5>0,CP66>CO$11),(CP66-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP66<$CT$9,0.66*$CR$8*(2*32.17*CY66*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM66+(CY66-CM66)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY66>0,(CY66/IF(CY66>$CT$6+$CT$5,$CT$6+$CT$5,CY66)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY66>0,(CY66/IF(CY66>$CT$6+$CT$5,$CT$6+$CT$5,CY66)),0)*CO$5/12/3600, IF(CP66<$CT$9,0.66*$CR$8*(2*32.17*CY66*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM66+(CY66-CM66)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC66+DB66, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+DC66+DB66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH66>=$DL$9), $DL$5+$DL$6+DE66, IF(AND(DG$5>0,DH66>DG$11),(DH66-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH66<$DL$9,0.66*DJ$8*(2*32.17*DQ66*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE66+(DQ66-DE66)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ66>0, (DQ66/IF(DQ66>$DL$6+$DL$5,$DL$6+$DL$5, DQ66)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ66>0, (DQ66/IF(DQ66>$DL$6+$DL$5,$DL$6+$DL$5, DQ66)), 0)*DG$5/12/3600, IF(DH66<$DL$9,0.66*DJ$8*(2*32.17*DQ66*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE66+(DQ66-DE66)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU66+DT66, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+DU66+DT66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ66-SUM(EB66:EC66))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH66>0,EH66/IF(EH66>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH66))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL66+EK66, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+EL66+EK66, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN66-EO66>EO$11),(EN66-EO66-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV66*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ66+EY66, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY66))+EZ66+EY66, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ66)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU66)),0)","v":0},{"$f":"FP66+'2-yr SBUH'!FP66","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:15:00",6.9000000000000006E-2,5.7500000000000008E-3,{"$f":"SUM(C$16:C67)","v":0.25944999999999996},0.25944999999999996,5.7499999999999774E-3,0.25944999999999996,5.7499999999999774E-3,0.25944999999999996,5.7499999999999774E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.25944999999999996,5.7499999999999774E-3,0.25944999999999996,5.7499999999999774E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.11308008601153503,4.3912868131861377E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB67+AA67, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+AB67+AA67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP67+AO67, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+AP67+AO67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ67>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ67-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD67+BC67, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+BD67+BC67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO67+BN67, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+BO67+BN67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ67+BY67, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+BZ67+BY67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK67+CJ67, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+CK67+CJ67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP67>=$CT$9), $CT$6+$CT$5+CM67, IF(AND($CO$5>0,CP67>CO$11),(CP67-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP67<$CT$9,0.66*$CR$8*(2*32.17*CY67*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM67+(CY67-CM67)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY67>0,(CY67/IF(CY67>$CT$6+$CT$5,$CT$6+$CT$5,CY67)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY67>0,(CY67/IF(CY67>$CT$6+$CT$5,$CT$6+$CT$5,CY67)),0)*CO$5/12/3600, IF(CP67<$CT$9,0.66*$CR$8*(2*32.17*CY67*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM67+(CY67-CM67)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC67+DB67, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+DC67+DB67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH67>=$DL$9), $DL$5+$DL$6+DE67, IF(AND(DG$5>0,DH67>DG$11),(DH67-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH67<$DL$9,0.66*DJ$8*(2*32.17*DQ67*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE67+(DQ67-DE67)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ67>0, (DQ67/IF(DQ67>$DL$6+$DL$5,$DL$6+$DL$5, DQ67)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ67>0, (DQ67/IF(DQ67>$DL$6+$DL$5,$DL$6+$DL$5, DQ67)), 0)*DG$5/12/3600, IF(DH67<$DL$9,0.66*DJ$8*(2*32.17*DQ67*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE67+(DQ67-DE67)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU67+DT67, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+DU67+DT67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ67-SUM(EB67:EC67))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH67>0,EH67/IF(EH67>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH67))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL67+EK67, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+EL67+EK67, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN67-EO67>EO$11),(EN67-EO67-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV67*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ67+EY67, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY67))+EZ67+EY67, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ67)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU67)),0)","v":0},{"$f":"FP67+'2-yr SBUH'!FP67","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:20:00",6.9400000000000003E-2,5.7833333333333339E-3,{"$f":"SUM(C$16:C68)","v":0.26523333333333327},0.26523333333333327,5.783333333333307E-3,0.26523333333333327,5.783333333333307E-3,0.26523333333333327,5.783333333333307E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.26523333333333327,5.783333333333307E-3,0.26523333333333327,5.783333333333307E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.11753361225663737,4.4535262451023405E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB68+AA68, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+AB68+AA68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP68+AO68, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+AP68+AO68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ68>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ68-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD68+BC68, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+BD68+BC68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO68+BN68, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+BO68+BN68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ68+BY68, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+BZ68+BY68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK68+CJ68, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+CK68+CJ68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP68>=$CT$9), $CT$6+$CT$5+CM68, IF(AND($CO$5>0,CP68>CO$11),(CP68-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP68<$CT$9,0.66*$CR$8*(2*32.17*CY68*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM68+(CY68-CM68)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY68>0,(CY68/IF(CY68>$CT$6+$CT$5,$CT$6+$CT$5,CY68)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY68>0,(CY68/IF(CY68>$CT$6+$CT$5,$CT$6+$CT$5,CY68)),0)*CO$5/12/3600, IF(CP68<$CT$9,0.66*$CR$8*(2*32.17*CY68*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM68+(CY68-CM68)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC68+DB68, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+DC68+DB68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH68>=$DL$9), $DL$5+$DL$6+DE68, IF(AND(DG$5>0,DH68>DG$11),(DH68-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH68<$DL$9,0.66*DJ$8*(2*32.17*DQ68*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE68+(DQ68-DE68)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ68>0, (DQ68/IF(DQ68>$DL$6+$DL$5,$DL$6+$DL$5, DQ68)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ68>0, (DQ68/IF(DQ68>$DL$6+$DL$5,$DL$6+$DL$5, DQ68)), 0)*DG$5/12/3600, IF(DH68<$DL$9,0.66*DJ$8*(2*32.17*DQ68*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE68+(DQ68-DE68)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU68+DT68, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+DU68+DT68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ68-SUM(EB68:EC68))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH68>0,EH68/IF(EH68>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH68))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL68+EK68, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+EL68+EK68, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN68-EO68>EO$11),(EN68-EO68-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV68*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ68+EY68, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY68))+EZ68+EY68, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ68)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU68)),0)","v":0},{"$f":"FP68+'2-yr SBUH'!FP68","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:25:00",6.9800000000000001E-2,5.8166666666666662E-3,{"$f":"SUM(C$16:C69)","v":0.27104999999999996},0.27104999999999996,5.8166666666666922E-3,0.27104999999999996,5.8166666666666922E-3,0.27104999999999996,5.8166666666666922E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.27104999999999996,5.8166666666666922E-3,0.27104999999999996,5.8166666666666922E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.1220485293793997,4.5149171227623214E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB69+AA69, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+AB69+AA69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP69+AO69, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+AP69+AO69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ69>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ69-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD69+BC69, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+BD69+BC69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO69+BN69, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+BO69+BN69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ69+BY69, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+BZ69+BY69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK69+CJ69, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+CK69+CJ69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP69>=$CT$9), $CT$6+$CT$5+CM69, IF(AND($CO$5>0,CP69>CO$11),(CP69-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP69<$CT$9,0.66*$CR$8*(2*32.17*CY69*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM69+(CY69-CM69)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY69>0,(CY69/IF(CY69>$CT$6+$CT$5,$CT$6+$CT$5,CY69)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY69>0,(CY69/IF(CY69>$CT$6+$CT$5,$CT$6+$CT$5,CY69)),0)*CO$5/12/3600, IF(CP69<$CT$9,0.66*$CR$8*(2*32.17*CY69*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM69+(CY69-CM69)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC69+DB69, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+DC69+DB69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH69>=$DL$9), $DL$5+$DL$6+DE69, IF(AND(DG$5>0,DH69>DG$11),(DH69-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH69<$DL$9,0.66*DJ$8*(2*32.17*DQ69*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE69+(DQ69-DE69)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ69>0, (DQ69/IF(DQ69>$DL$6+$DL$5,$DL$6+$DL$5, DQ69)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ69>0, (DQ69/IF(DQ69>$DL$6+$DL$5,$DL$6+$DL$5, DQ69)), 0)*DG$5/12/3600, IF(DH69<$DL$9,0.66*DJ$8*(2*32.17*DQ69*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE69+(DQ69-DE69)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU69+DT69, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+DU69+DT69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ69-SUM(EB69:EC69))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH69>0,EH69/IF(EH69>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH69))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL69+EK69, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+EL69+EK69, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN69-EO69>EO$11),(EN69-EO69-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV69*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ69+EY69, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY69))+EZ69+EY69, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ69)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU69)),0)","v":0},{"$f":"FP69+'2-yr SBUH'!FP69","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:30:00",7.0199999999999999E-2,5.8499999999999993E-3,{"$f":"SUM(C$16:C70)","v":0.27689999999999998},0.27689999999999998,5.8500000000000218E-3,0.27689999999999998,5.8500000000000218E-3,0.27689999999999998,5.8500000000000218E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.27689999999999998,5.8500000000000218E-3,0.27689999999999998,5.8500000000000218E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.12662402080207463,4.5754914226749377E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB70+AA70, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+AB70+AA70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP70+AO70, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+AP70+AO70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ70>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ70-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD70+BC70, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+BD70+BC70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO70+BN70, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+BO70+BN70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ70+BY70, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+BZ70+BY70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK70+CJ70, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+CK70+CJ70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP70>=$CT$9), $CT$6+$CT$5+CM70, IF(AND($CO$5>0,CP70>CO$11),(CP70-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP70<$CT$9,0.66*$CR$8*(2*32.17*CY70*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM70+(CY70-CM70)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY70>0,(CY70/IF(CY70>$CT$6+$CT$5,$CT$6+$CT$5,CY70)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY70>0,(CY70/IF(CY70>$CT$6+$CT$5,$CT$6+$CT$5,CY70)),0)*CO$5/12/3600, IF(CP70<$CT$9,0.66*$CR$8*(2*32.17*CY70*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM70+(CY70-CM70)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC70+DB70, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+DC70+DB70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH70>=$DL$9), $DL$5+$DL$6+DE70, IF(AND(DG$5>0,DH70>DG$11),(DH70-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH70<$DL$9,0.66*DJ$8*(2*32.17*DQ70*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE70+(DQ70-DE70)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ70>0, (DQ70/IF(DQ70>$DL$6+$DL$5,$DL$6+$DL$5, DQ70)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ70>0, (DQ70/IF(DQ70>$DL$6+$DL$5,$DL$6+$DL$5, DQ70)), 0)*DG$5/12/3600, IF(DH70<$DL$9,0.66*DJ$8*(2*32.17*DQ70*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE70+(DQ70-DE70)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU70+DT70, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+DU70+DT70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ70-SUM(EB70:EC70))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH70>0,EH70/IF(EH70>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH70))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL70+EK70, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+EL70+EK70, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN70-EO70>EO$11),(EN70-EO70-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV70*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ70+EY70, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY70))+EZ70+EY70, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ70)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU70)),0)","v":0},{"$f":"FP70+'2-yr SBUH'!FP70","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:35:00",7.0599999999999996E-2,5.8833333333333333E-3,{"$f":"SUM(C$16:C71)","v":0.28278333333333333},0.28278333333333333,5.8833333333333515E-3,0.28278333333333333,5.8833333333333515E-3,0.28278333333333333,5.8833333333333515E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.28278333333333333,5.8833333333333515E-3,0.28278333333333333,5.8833333333333515E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.13125930044871731,4.635279646642676E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB71+AA71, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+AB71+AA71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP71+AO71, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+AP71+AO71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ71>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ71-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD71+BC71, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+BD71+BC71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO71+BN71, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+BO71+BN71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ71+BY71, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+BZ71+BY71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK71+CJ71, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+CK71+CJ71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP71>=$CT$9), $CT$6+$CT$5+CM71, IF(AND($CO$5>0,CP71>CO$11),(CP71-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP71<$CT$9,0.66*$CR$8*(2*32.17*CY71*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM71+(CY71-CM71)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY71>0,(CY71/IF(CY71>$CT$6+$CT$5,$CT$6+$CT$5,CY71)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY71>0,(CY71/IF(CY71>$CT$6+$CT$5,$CT$6+$CT$5,CY71)),0)*CO$5/12/3600, IF(CP71<$CT$9,0.66*$CR$8*(2*32.17*CY71*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM71+(CY71-CM71)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC71+DB71, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+DC71+DB71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH71>=$DL$9), $DL$5+$DL$6+DE71, IF(AND(DG$5>0,DH71>DG$11),(DH71-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH71<$DL$9,0.66*DJ$8*(2*32.17*DQ71*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE71+(DQ71-DE71)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ71>0, (DQ71/IF(DQ71>$DL$6+$DL$5,$DL$6+$DL$5, DQ71)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ71>0, (DQ71/IF(DQ71>$DL$6+$DL$5,$DL$6+$DL$5, DQ71)), 0)*DG$5/12/3600, IF(DH71<$DL$9,0.66*DJ$8*(2*32.17*DQ71*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE71+(DQ71-DE71)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU71+DT71, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+DU71+DT71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ71-SUM(EB71:EC71))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH71>0,EH71/IF(EH71>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH71))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL71+EK71, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+EL71+EK71, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN71-EO71>EO$11),(EN71-EO71-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV71*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ71+EY71, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY71))+EZ71+EY71, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ71)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU71)),0)","v":0},{"$f":"FP71+'2-yr SBUH'!FP71","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:40:00",7.1099999999999997E-2,5.9249999999999997E-3,{"$f":"SUM(C$16:C72)","v":0.28870833333333334},0.28870833333333334,5.9250000000000136E-3,0.28870833333333334,5.9250000000000136E-3,0.28870833333333334,5.9250000000000136E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.28870833333333334,5.9250000000000136E-3,0.28870833333333334,5.9250000000000136E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.13596024562554651,4.7009451768292021E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB72+AA72, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+AB72+AA72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP72+AO72, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+AP72+AO72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ72>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ72-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD72+BC72, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+BD72+BC72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO72+BN72, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+BO72+BN72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ72+BY72, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+BZ72+BY72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK72+CJ72, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+CK72+CJ72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP72>=$CT$9), $CT$6+$CT$5+CM72, IF(AND($CO$5>0,CP72>CO$11),(CP72-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP72<$CT$9,0.66*$CR$8*(2*32.17*CY72*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM72+(CY72-CM72)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY72>0,(CY72/IF(CY72>$CT$6+$CT$5,$CT$6+$CT$5,CY72)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY72>0,(CY72/IF(CY72>$CT$6+$CT$5,$CT$6+$CT$5,CY72)),0)*CO$5/12/3600, IF(CP72<$CT$9,0.66*$CR$8*(2*32.17*CY72*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM72+(CY72-CM72)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC72+DB72, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+DC72+DB72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH72>=$DL$9), $DL$5+$DL$6+DE72, IF(AND(DG$5>0,DH72>DG$11),(DH72-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH72<$DL$9,0.66*DJ$8*(2*32.17*DQ72*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE72+(DQ72-DE72)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ72>0, (DQ72/IF(DQ72>$DL$6+$DL$5,$DL$6+$DL$5, DQ72)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ72>0, (DQ72/IF(DQ72>$DL$6+$DL$5,$DL$6+$DL$5, DQ72)), 0)*DG$5/12/3600, IF(DH72<$DL$9,0.66*DJ$8*(2*32.17*DQ72*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE72+(DQ72-DE72)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU72+DT72, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+DU72+DT72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ72-SUM(EB72:EC72))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH72>0,EH72/IF(EH72>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH72))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL72+EK72, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+EL72+EK72, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN72-EO72>EO$11),(EN72-EO72-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV72*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ72+EY72, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY72))+EZ72+EY72, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ72)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU72)),0)","v":0},{"$f":"FP72+'2-yr SBUH'!FP72","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:45:00",7.1499999999999994E-2,5.9583333333333328E-3,{"$f":"SUM(C$16:C73)","v":0.29466666666666669},0.29466666666666669,5.9583333333333433E-3,0.29466666666666669,5.9583333333333433E-3,0.29466666666666669,5.9583333333333433E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.29466666666666669,5.9583333333333433E-3,0.29466666666666669,5.9583333333333433E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.14071958067200982,4.7593350464633088E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB73+AA73, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+AB73+AA73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP73+AO73, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+AP73+AO73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ73>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ73-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD73+BC73, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+BD73+BC73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO73+BN73, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+BO73+BN73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ73+BY73, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+BZ73+BY73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK73+CJ73, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+CK73+CJ73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP73>=$CT$9), $CT$6+$CT$5+CM73, IF(AND($CO$5>0,CP73>CO$11),(CP73-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP73<$CT$9,0.66*$CR$8*(2*32.17*CY73*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM73+(CY73-CM73)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY73>0,(CY73/IF(CY73>$CT$6+$CT$5,$CT$6+$CT$5,CY73)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY73>0,(CY73/IF(CY73>$CT$6+$CT$5,$CT$6+$CT$5,CY73)),0)*CO$5/12/3600, IF(CP73<$CT$9,0.66*$CR$8*(2*32.17*CY73*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM73+(CY73-CM73)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC73+DB73, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+DC73+DB73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH73>=$DL$9), $DL$5+$DL$6+DE73, IF(AND(DG$5>0,DH73>DG$11),(DH73-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH73<$DL$9,0.66*DJ$8*(2*32.17*DQ73*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE73+(DQ73-DE73)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ73>0, (DQ73/IF(DQ73>$DL$6+$DL$5,$DL$6+$DL$5, DQ73)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ73>0, (DQ73/IF(DQ73>$DL$6+$DL$5,$DL$6+$DL$5, DQ73)), 0)*DG$5/12/3600, IF(DH73<$DL$9,0.66*DJ$8*(2*32.17*DQ73*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE73+(DQ73-DE73)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU73+DT73, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+DU73+DT73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ73-SUM(EB73:EC73))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH73>0,EH73/IF(EH73>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH73))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL73+EK73, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+EL73+EK73, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN73-EO73>EO$11),(EN73-EO73-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV73*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ73+EY73, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY73))+EZ73+EY73, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ73)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU73)),0)","v":0},{"$f":"FP73+'2-yr SBUH'!FP73","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:50:00",7.1999999999999995E-2,6.0000000000000001E-3,{"$f":"SUM(C$16:C74)","v":0.30066666666666669},0.30066666666666669,6.0000000000000053E-3,0.30066666666666669,6.0000000000000053E-3,0.30066666666666669,6.0000000000000053E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.30066666666666669,6.0000000000000053E-3,0.30066666666666669,6.0000000000000053E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.1455433193424589,4.8237386704490792E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB74+AA74, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+AB74+AA74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP74+AO74, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+AP74+AO74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ74>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ74-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD74+BC74, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+BD74+BC74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO74+BN74, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+BO74+BN74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ74+BY74, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+BZ74+BY74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK74+CJ74, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+CK74+CJ74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP74>=$CT$9), $CT$6+$CT$5+CM74, IF(AND($CO$5>0,CP74>CO$11),(CP74-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP74<$CT$9,0.66*$CR$8*(2*32.17*CY74*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM74+(CY74-CM74)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY74>0,(CY74/IF(CY74>$CT$6+$CT$5,$CT$6+$CT$5,CY74)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY74>0,(CY74/IF(CY74>$CT$6+$CT$5,$CT$6+$CT$5,CY74)),0)*CO$5/12/3600, IF(CP74<$CT$9,0.66*$CR$8*(2*32.17*CY74*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM74+(CY74-CM74)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC74+DB74, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+DC74+DB74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH74>=$DL$9), $DL$5+$DL$6+DE74, IF(AND(DG$5>0,DH74>DG$11),(DH74-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH74<$DL$9,0.66*DJ$8*(2*32.17*DQ74*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE74+(DQ74-DE74)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ74>0, (DQ74/IF(DQ74>$DL$6+$DL$5,$DL$6+$DL$5, DQ74)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ74>0, (DQ74/IF(DQ74>$DL$6+$DL$5,$DL$6+$DL$5, DQ74)), 0)*DG$5/12/3600, IF(DH74<$DL$9,0.66*DJ$8*(2*32.17*DQ74*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE74+(DQ74-DE74)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU74+DT74, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+DU74+DT74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ74-SUM(EB74:EC74))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH74>0,EH74/IF(EH74>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH74))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL74+EK74, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+EL74+EK74, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN74-EO74>EO$11),(EN74-EO74-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV74*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ74+EY74, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY74))+EZ74+EY74, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ74)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU74)),0)","v":0},{"$f":"FP74+'2-yr SBUH'!FP74","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["04:55:00",7.2400000000000006E-2,6.0333333333333341E-3,{"$f":"SUM(C$16:C75)","v":0.30670000000000003},0.30670000000000003,6.033333333333335E-3,0.30670000000000003,6.033333333333335E-3,0.30670000000000003,6.033333333333335E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.30670000000000003,6.033333333333335E-3,0.30670000000000003,6.033333333333335E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.15042414173261709,4.8808223901581904E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB75+AA75, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+AB75+AA75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP75+AO75, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+AP75+AO75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ75>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ75-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD75+BC75, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+BD75+BC75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO75+BN75, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+BO75+BN75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ75+BY75, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+BZ75+BY75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK75+CJ75, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+CK75+CJ75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP75>=$CT$9), $CT$6+$CT$5+CM75, IF(AND($CO$5>0,CP75>CO$11),(CP75-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP75<$CT$9,0.66*$CR$8*(2*32.17*CY75*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM75+(CY75-CM75)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY75>0,(CY75/IF(CY75>$CT$6+$CT$5,$CT$6+$CT$5,CY75)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY75>0,(CY75/IF(CY75>$CT$6+$CT$5,$CT$6+$CT$5,CY75)),0)*CO$5/12/3600, IF(CP75<$CT$9,0.66*$CR$8*(2*32.17*CY75*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM75+(CY75-CM75)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC75+DB75, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+DC75+DB75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH75>=$DL$9), $DL$5+$DL$6+DE75, IF(AND(DG$5>0,DH75>DG$11),(DH75-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH75<$DL$9,0.66*DJ$8*(2*32.17*DQ75*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE75+(DQ75-DE75)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ75>0, (DQ75/IF(DQ75>$DL$6+$DL$5,$DL$6+$DL$5, DQ75)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ75>0, (DQ75/IF(DQ75>$DL$6+$DL$5,$DL$6+$DL$5, DQ75)), 0)*DG$5/12/3600, IF(DH75<$DL$9,0.66*DJ$8*(2*32.17*DQ75*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE75+(DQ75-DE75)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU75+DT75, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+DU75+DT75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ75-SUM(EB75:EC75))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH75>0,EH75/IF(EH75>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH75))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL75+EK75, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+EL75+EK75, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN75-EO75>EO$11),(EN75-EO75-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV75*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ75+EY75, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY75))+EZ75+EY75, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ75)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU75)),0)","v":0},{"$f":"FP75+'2-yr SBUH'!FP75","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:00:00",7.2900000000000006E-2,6.0750000000000005E-3,{"$f":"SUM(C$16:C76)","v":0.31277500000000003},0.31277500000000003,6.0749999999999971E-3,0.31277500000000003,6.0749999999999971E-3,0.31277500000000003,6.0749999999999971E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.31277500000000003,6.0749999999999971E-3,0.31277500000000003,6.0749999999999971E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.15536818862603718,4.9440468934200954E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB76+AA76, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+AB76+AA76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP76+AO76, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+AP76+AO76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ76>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ76-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD76+BC76, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+BD76+BC76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO76+BN76, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+BO76+BN76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ76+BY76, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+BZ76+BY76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK76+CJ76, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+CK76+CJ76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP76>=$CT$9), $CT$6+$CT$5+CM76, IF(AND($CO$5>0,CP76>CO$11),(CP76-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP76<$CT$9,0.66*$CR$8*(2*32.17*CY76*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM76+(CY76-CM76)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY76>0,(CY76/IF(CY76>$CT$6+$CT$5,$CT$6+$CT$5,CY76)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY76>0,(CY76/IF(CY76>$CT$6+$CT$5,$CT$6+$CT$5,CY76)),0)*CO$5/12/3600, IF(CP76<$CT$9,0.66*$CR$8*(2*32.17*CY76*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM76+(CY76-CM76)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC76+DB76, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+DC76+DB76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH76>=$DL$9), $DL$5+$DL$6+DE76, IF(AND(DG$5>0,DH76>DG$11),(DH76-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH76<$DL$9,0.66*DJ$8*(2*32.17*DQ76*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE76+(DQ76-DE76)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ76>0, (DQ76/IF(DQ76>$DL$6+$DL$5,$DL$6+$DL$5, DQ76)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ76>0, (DQ76/IF(DQ76>$DL$6+$DL$5,$DL$6+$DL$5, DQ76)), 0)*DG$5/12/3600, IF(DH76<$DL$9,0.66*DJ$8*(2*32.17*DQ76*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE76+(DQ76-DE76)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU76+DT76, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+DU76+DT76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ76-SUM(EB76:EC76))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH76>0,EH76/IF(EH76>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH76))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL76+EK76, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+EL76+EK76, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN76-EO76>EO$11),(EN76-EO76-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV76*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ76+EY76, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY76))+EZ76+EY76, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ76)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU76)),0)","v":0},{"$f":"FP76+'2-yr SBUH'!FP76","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:05:00",7.3400000000000007E-2,6.1166666666666678E-3,{"$f":"SUM(C$16:C77)","v":0.31889166666666668},0.31889166666666668,6.1166666666666591E-3,0.31889166666666668,6.1166666666666591E-3,0.31889166666666668,6.1166666666666591E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.31889166666666668,6.1166666666666591E-3,0.31889166666666668,6.1166666666666591E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.16037493836183303,5.0067497357958457E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB77+AA77, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+AB77+AA77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP77+AO77, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+AP77+AO77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ77>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ77-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD77+BC77, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+BD77+BC77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO77+BN77, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+BO77+BN77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ77+BY77, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+BZ77+BY77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK77+CJ77, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+CK77+CJ77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP77>=$CT$9), $CT$6+$CT$5+CM77, IF(AND($CO$5>0,CP77>CO$11),(CP77-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP77<$CT$9,0.66*$CR$8*(2*32.17*CY77*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM77+(CY77-CM77)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY77>0,(CY77/IF(CY77>$CT$6+$CT$5,$CT$6+$CT$5,CY77)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY77>0,(CY77/IF(CY77>$CT$6+$CT$5,$CT$6+$CT$5,CY77)),0)*CO$5/12/3600, IF(CP77<$CT$9,0.66*$CR$8*(2*32.17*CY77*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM77+(CY77-CM77)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC77+DB77, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+DC77+DB77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH77>=$DL$9), $DL$5+$DL$6+DE77, IF(AND(DG$5>0,DH77>DG$11),(DH77-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH77<$DL$9,0.66*DJ$8*(2*32.17*DQ77*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE77+(DQ77-DE77)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ77>0, (DQ77/IF(DQ77>$DL$6+$DL$5,$DL$6+$DL$5, DQ77)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ77>0, (DQ77/IF(DQ77>$DL$6+$DL$5,$DL$6+$DL$5, DQ77)), 0)*DG$5/12/3600, IF(DH77<$DL$9,0.66*DJ$8*(2*32.17*DQ77*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE77+(DQ77-DE77)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU77+DT77, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+DU77+DT77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ77-SUM(EB77:EC77))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH77>0,EH77/IF(EH77>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH77))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL77+EK77, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+EL77+EK77, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN77-EO77>EO$11),(EN77-EO77-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV77*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ77+EY77, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY77))+EZ77+EY77, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ77)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU77)),0)","v":0},{"$f":"FP77+'2-yr SBUH'!FP77","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:10:00",7.3800000000000004E-2,6.1500000000000001E-3,{"$f":"SUM(C$16:C78)","v":0.32504166666666667},0.32504166666666667,6.1499999999999888E-3,0.32504166666666667,6.1499999999999888E-3,0.32504166666666667,6.1499999999999888E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.32504166666666667,6.1499999999999888E-3,0.32504166666666667,6.1499999999999888E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.16543700679519882,5.0620684333657906E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB78+AA78, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+AB78+AA78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP78+AO78, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+AP78+AO78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ78>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ78-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD78+BC78, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+BD78+BC78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO78+BN78, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+BO78+BN78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ78+BY78, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+BZ78+BY78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK78+CJ78, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+CK78+CJ78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP78>=$CT$9), $CT$6+$CT$5+CM78, IF(AND($CO$5>0,CP78>CO$11),(CP78-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP78<$CT$9,0.66*$CR$8*(2*32.17*CY78*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM78+(CY78-CM78)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY78>0,(CY78/IF(CY78>$CT$6+$CT$5,$CT$6+$CT$5,CY78)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY78>0,(CY78/IF(CY78>$CT$6+$CT$5,$CT$6+$CT$5,CY78)),0)*CO$5/12/3600, IF(CP78<$CT$9,0.66*$CR$8*(2*32.17*CY78*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM78+(CY78-CM78)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC78+DB78, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+DC78+DB78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH78>=$DL$9), $DL$5+$DL$6+DE78, IF(AND(DG$5>0,DH78>DG$11),(DH78-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH78<$DL$9,0.66*DJ$8*(2*32.17*DQ78*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE78+(DQ78-DE78)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ78>0, (DQ78/IF(DQ78>$DL$6+$DL$5,$DL$6+$DL$5, DQ78)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ78>0, (DQ78/IF(DQ78>$DL$6+$DL$5,$DL$6+$DL$5, DQ78)), 0)*DG$5/12/3600, IF(DH78<$DL$9,0.66*DJ$8*(2*32.17*DQ78*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE78+(DQ78-DE78)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU78+DT78, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+DU78+DT78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ78-SUM(EB78:EC78))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH78>0,EH78/IF(EH78>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH78))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL78+EK78, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+EL78+EK78, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN78-EO78>EO$11),(EN78-EO78-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV78*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ78+EY78, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY78))+EZ78+EY78, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ78)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU78)),0)","v":0},{"$f":"FP78+'2-yr SBUH'!FP78","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:15:00",7.4300000000000005E-2,6.1916666666666674E-3,{"$f":"SUM(C$16:C79)","v":0.33123333333333332},0.33123333333333332,6.1916666666666509E-3,0.33123333333333332,6.1916666666666509E-3,0.33123333333333332,6.1916666666666509E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.33123333333333332,6.1916666666666509E-3,0.33123333333333332,6.1916666666666509E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.17056070757459299,5.1237007793941691E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB79+AA79, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+AB79+AA79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP79+AO79, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+AP79+AO79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ79>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ79-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD79+BC79, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+BD79+BC79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO79+BN79, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+BO79+BN79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ79+BY79, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+BZ79+BY79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK79+CJ79, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+CK79+CJ79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP79>=$CT$9), $CT$6+$CT$5+CM79, IF(AND($CO$5>0,CP79>CO$11),(CP79-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP79<$CT$9,0.66*$CR$8*(2*32.17*CY79*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM79+(CY79-CM79)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY79>0,(CY79/IF(CY79>$CT$6+$CT$5,$CT$6+$CT$5,CY79)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY79>0,(CY79/IF(CY79>$CT$6+$CT$5,$CT$6+$CT$5,CY79)),0)*CO$5/12/3600, IF(CP79<$CT$9,0.66*$CR$8*(2*32.17*CY79*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM79+(CY79-CM79)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC79+DB79, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+DC79+DB79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH79>=$DL$9), $DL$5+$DL$6+DE79, IF(AND(DG$5>0,DH79>DG$11),(DH79-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH79<$DL$9,0.66*DJ$8*(2*32.17*DQ79*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE79+(DQ79-DE79)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ79>0, (DQ79/IF(DQ79>$DL$6+$DL$5,$DL$6+$DL$5, DQ79)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ79>0, (DQ79/IF(DQ79>$DL$6+$DL$5,$DL$6+$DL$5, DQ79)), 0)*DG$5/12/3600, IF(DH79<$DL$9,0.66*DJ$8*(2*32.17*DQ79*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE79+(DQ79-DE79)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU79+DT79, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+DU79+DT79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ79-SUM(EB79:EC79))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH79>0,EH79/IF(EH79>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH79))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL79+EK79, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+EL79+EK79, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN79-EO79>EO$11),(EN79-EO79-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV79*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ79+EY79, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY79))+EZ79+EY79, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ79)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU79)),0)","v":0},{"$f":"FP79+'2-yr SBUH'!FP79","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:20:00",7.4800000000000005E-2,6.2333333333333329E-3,{"$f":"SUM(C$16:C80)","v":0.33746666666666664},0.33746666666666664,6.233333333333313E-3,0.33746666666666664,6.233333333333313E-3,{"$f":"IF($D80-0.2*$H$6>0,($D80-0.2*$H$6)^2/($D80+0.8*$H$6),0)","v":0.33746666666666664},6.233333333333313E-3,{"$error":"#DIV/0!"},{"$f":"K80/12*I$4/($B$5*60)","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$f":"IF($D80-0.2*$O$6>0,($D80-0.2*$O$6)^2/($D80+0.8*$O$6),0)","v":0.33746666666666664},6.233333333333313E-3,0.33746666666666664,6.233333333333313E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$f":"IF($D80-0.2*$Q$6>0,($D80-0.2*$Q$6)^2/($D80+0.8*$Q$6),0)","v":0.17574556666046723},5.1848590858742383E-3,{"$f":"U80/12*$Q$4/$B$6","v":0},0,0,{"$f":"X80/12*$R$4/$B$6","v":0},0,{"$f":"IF($T$9>0,$S80/$T$9*AF$2,0)","v":0},{"$f":"IF($Q$4>0,(AF$3+AF$5)/$Q$4*$W80,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB80+AA80, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY80))+AB80+AA80, 0)),0)","v":0},{"$f":"IF($AF$5>0,AF80/$AF$5,0)","v":0},0,0,0,{"$f":"IF(AE80>$AH$5,AE80-$AH$5,0)","v":0},{"$f":"IF(AG$8<=AG80, AG$8,AG80)","v":0},0,0,0,0,0,{"$f":"IF($T$9>0,$S80/$T$9*AS$2,0)","v":0},{"$f":"IF($Q$4>0,(AS$3)/$Q$4*$W80,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP80+AO80, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY80))+AP80+AO80, 0)),0)","v":0},0,{"$f":"IF(AR80>($AS$6+$AS$7),AR80-($AS$6+$AS$7),0)","v":0},0,{"$f":"IF(AT$9<=AR80-AS80-AT80, AT$9,AR80-AS80-AT80)","v":0},{"$f":"IF(BA80*$B$6<=AR80-AS80-AT80-AU80, IF(AND(AR80-(BA80*$B$6)<$AS$6,BA80>0), AR80-$AS$6, 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IF(EE80+($EA$3*$B$6)>$EA$7, $EA$7, EE80+($EA$3*$B$6)), IF(EE80+DY80+(DV81*$B$6)>$EA$7, $EA$7, EE80+DY80+(DV81*$B$6)))))","v":0},0,0,0,0,0,{"$f":"ED81/$B$6","v":0},0,{"$f":"IF(DX$5>0,(DZ81-SUM(EB81:EC81))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH81>0,EH81/IF(EH81>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH81))*DX$5/12/3600)","v":0},{"$f":"EI81*$B$6","v":0},0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL81+EK81, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY81))+EL81+EK81, 0)),0)","v":0},0,0,{"$f":"EX81","v":0},0,0,0,{"$f":"EP81/$B$6","v":0},{"$f":"EO81/$B$6","v":0},{"$f":"IF(AND(EO$5>0,EN81-EO81>EO$11),(EN81-EO81-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing 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Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY82))+CK82+CJ82, 0)),0)","v":0},0,0,{"$f":"CN82-CQ82","v":0},0,0,0,0,0,0,{"$f":"CP82-SUM(CR82:CU82)","v":0},{"$f":"CS82/$B$6","v":0},{"$f":"CQ82/$B$6","v":0},{"$f":"IF(AND($CO$5>0, CP82>=$CT$9), $CT$6+$CT$5+CM82, IF(AND($CO$5>0,CP82>CO$11),(CP82-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP82<$CT$9,0.66*$CR$8*(2*32.17*CY82*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM82+(CY82-CM82)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY82>0,(CY82/IF(CY82>$CT$6+$CT$5,$CT$6+$CT$5,CY82)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY82>0,(CY82/IF(CY82>$CT$6+$CT$5,$CT$6+$CT$5,CY82)),0)*CO$5/12/3600, IF(CP82<$CT$9,0.66*$CR$8*(2*32.17*CY82*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM82+(CY82-CM82)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain 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Calculator'!$N$22=\"Vegetated Roof\", DU82+DT82, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY82))+DU82+DT82, 0)),0)","v":0},0,0,{"$f":"DX82-EA82","v":0},0,0,0,0,{"$f":"IF(EI82*$B$6<=DZ82-EB82-EC82, EI82*$B$6,DZ82-EB82-EC82)","v":0},{"$f":"DZ82-SUM(EB82:ED82)","v":0},0,{"$f":"EA82/$B$6","v":0},{"$f":"IF(DX$5>0,(DZ82-SUM(EB82:EC82))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH82>0,EH82/IF(EH82>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH82))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL82+EK82, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY82))+EL82+EK82, 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HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+AP83+AO83, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ83>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ83-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD83+BC83, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+BD83+BC83, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO83+BN83, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+BO83+BN83, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ83+BY83, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+BZ83+BY83, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK83+CJ83, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+CK83+CJ83, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP83>=$CT$9), $CT$6+$CT$5+CM83, IF(AND($CO$5>0,CP83>CO$11),(CP83-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP83<$CT$9,0.66*$CR$8*(2*32.17*CY83*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM83+(CY83-CM83)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY83>0,(CY83/IF(CY83>$CT$6+$CT$5,$CT$6+$CT$5,CY83)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY83>0,(CY83/IF(CY83>$CT$6+$CT$5,$CT$6+$CT$5,CY83)),0)*CO$5/12/3600, IF(CP83<$CT$9,0.66*$CR$8*(2*32.17*CY83*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM83+(CY83-CM83)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC83+DB83, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+DC83+DB83, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH83>=$DL$9), $DL$5+$DL$6+DE83, IF(AND(DG$5>0,DH83>DG$11),(DH83-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH83<$DL$9,0.66*DJ$8*(2*32.17*DQ83*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE83+(DQ83-DE83)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ83>0, (DQ83/IF(DQ83>$DL$6+$DL$5,$DL$6+$DL$5, DQ83)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ83>0, (DQ83/IF(DQ83>$DL$6+$DL$5,$DL$6+$DL$5, DQ83)), 0)*DG$5/12/3600, IF(DH83<$DL$9,0.66*DJ$8*(2*32.17*DQ83*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE83+(DQ83-DE83)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU83+DT83, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+DU83+DT83, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ83-SUM(EB83:EC83))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH83>0,EH83/IF(EH83>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH83))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL83+EK83, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+EL83+EK83, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN83-EO83>EO$11),(EN83-EO83-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV83*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ83+EY83, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY83))+EZ83+EY83, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ83)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU83)),0)","v":0},{"$f":"FP83+'2-yr SBUH'!FP83","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:40:00",7.6899999999999996E-2,6.4083333333333327E-3,{"$f":"SUM(C$16:C84)","v":0.36284166666666667},0.36284166666666673,6.4083333333334602E-3,0.36284166666666673,6.4083333333334602E-3,0.36284166666666673,6.4083333333334602E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.36284166666666673,6.4083333333334602E-3,0.36284166666666673,6.4083333333334602E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.19710881066635996,5.4321591988426565E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB84+AA84, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+AB84+AA84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP84+AO84, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+AP84+AO84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ84>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ84-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD84+BC84, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+BD84+BC84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO84+BN84, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+BO84+BN84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ84+BY84, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+BZ84+BY84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK84+CJ84, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+CK84+CJ84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP84>=$CT$9), $CT$6+$CT$5+CM84, IF(AND($CO$5>0,CP84>CO$11),(CP84-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP84<$CT$9,0.66*$CR$8*(2*32.17*CY84*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM84+(CY84-CM84)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY84>0,(CY84/IF(CY84>$CT$6+$CT$5,$CT$6+$CT$5,CY84)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY84>0,(CY84/IF(CY84>$CT$6+$CT$5,$CT$6+$CT$5,CY84)),0)*CO$5/12/3600, IF(CP84<$CT$9,0.66*$CR$8*(2*32.17*CY84*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM84+(CY84-CM84)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC84+DB84, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+DC84+DB84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH84>=$DL$9), $DL$5+$DL$6+DE84, IF(AND(DG$5>0,DH84>DG$11),(DH84-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH84<$DL$9,0.66*DJ$8*(2*32.17*DQ84*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE84+(DQ84-DE84)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ84>0, (DQ84/IF(DQ84>$DL$6+$DL$5,$DL$6+$DL$5, DQ84)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ84>0, (DQ84/IF(DQ84>$DL$6+$DL$5,$DL$6+$DL$5, DQ84)), 0)*DG$5/12/3600, IF(DH84<$DL$9,0.66*DJ$8*(2*32.17*DQ84*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE84+(DQ84-DE84)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU84+DT84, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+DU84+DT84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ84-SUM(EB84:EC84))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH84>0,EH84/IF(EH84>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH84))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL84+EK84, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+EL84+EK84, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN84-EO84>EO$11),(EN84-EO84-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV84*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ84+EY84, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY84))+EZ84+EY84, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ84)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU84)),0)","v":0},{"$f":"FP84+'2-yr SBUH'!FP84","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:45:00",7.7499999999999999E-2,6.4583333333333333E-3,{"$f":"SUM(C$16:C85)","v":0.36930000000000002},0.36930000000000002,6.4583333333332882E-3,0.36930000000000002,6.4583333333332882E-3,0.36930000000000002,6.4583333333332882E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.36930000000000002,6.4583333333332882E-3,0.36930000000000002,6.4583333333332882E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.20260712159709171,5.4983109307317479E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB85+AA85, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+AB85+AA85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP85+AO85, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+AP85+AO85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ85>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ85-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD85+BC85, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+BD85+BC85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO85+BN85, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+BO85+BN85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ85+BY85, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+BZ85+BY85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK85+CJ85, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+CK85+CJ85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP85>=$CT$9), $CT$6+$CT$5+CM85, IF(AND($CO$5>0,CP85>CO$11),(CP85-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP85<$CT$9,0.66*$CR$8*(2*32.17*CY85*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM85+(CY85-CM85)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY85>0,(CY85/IF(CY85>$CT$6+$CT$5,$CT$6+$CT$5,CY85)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY85>0,(CY85/IF(CY85>$CT$6+$CT$5,$CT$6+$CT$5,CY85)),0)*CO$5/12/3600, IF(CP85<$CT$9,0.66*$CR$8*(2*32.17*CY85*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM85+(CY85-CM85)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC85+DB85, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+DC85+DB85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH85>=$DL$9), $DL$5+$DL$6+DE85, IF(AND(DG$5>0,DH85>DG$11),(DH85-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH85<$DL$9,0.66*DJ$8*(2*32.17*DQ85*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE85+(DQ85-DE85)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ85>0, (DQ85/IF(DQ85>$DL$6+$DL$5,$DL$6+$DL$5, DQ85)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ85>0, (DQ85/IF(DQ85>$DL$6+$DL$5,$DL$6+$DL$5, DQ85)), 0)*DG$5/12/3600, IF(DH85<$DL$9,0.66*DJ$8*(2*32.17*DQ85*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE85+(DQ85-DE85)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU85+DT85, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+DU85+DT85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ85-SUM(EB85:EC85))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH85>0,EH85/IF(EH85>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH85))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL85+EK85, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+EL85+EK85, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN85-EO85>EO$11),(EN85-EO85-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV85*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ85+EY85, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY85))+EZ85+EY85, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ85)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU85)),0)","v":0},{"$f":"FP85+'2-yr SBUH'!FP85","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:50:00",7.8E-2,6.5000000000000006E-3,{"$f":"SUM(C$16:C86)","v":0.37580000000000002},0.37580000000000002,6.5000000000000058E-3,0.37580000000000002,6.5000000000000058E-3,0.37580000000000002,6.5000000000000058E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.37580000000000002,6.5000000000000058E-3,0.37580000000000002,6.5000000000000058E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.20816413190864114,5.5570103115494263E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB86+AA86, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+AB86+AA86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP86+AO86, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+AP86+AO86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ86>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ86-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD86+BC86, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+BD86+BC86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO86+BN86, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+BO86+BN86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ86+BY86, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+BZ86+BY86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK86+CJ86, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+CK86+CJ86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP86>=$CT$9), $CT$6+$CT$5+CM86, IF(AND($CO$5>0,CP86>CO$11),(CP86-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP86<$CT$9,0.66*$CR$8*(2*32.17*CY86*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM86+(CY86-CM86)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY86>0,(CY86/IF(CY86>$CT$6+$CT$5,$CT$6+$CT$5,CY86)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY86>0,(CY86/IF(CY86>$CT$6+$CT$5,$CT$6+$CT$5,CY86)),0)*CO$5/12/3600, IF(CP86<$CT$9,0.66*$CR$8*(2*32.17*CY86*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM86+(CY86-CM86)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC86+DB86, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+DC86+DB86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH86>=$DL$9), $DL$5+$DL$6+DE86, IF(AND(DG$5>0,DH86>DG$11),(DH86-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH86<$DL$9,0.66*DJ$8*(2*32.17*DQ86*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE86+(DQ86-DE86)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ86>0, (DQ86/IF(DQ86>$DL$6+$DL$5,$DL$6+$DL$5, DQ86)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ86>0, (DQ86/IF(DQ86>$DL$6+$DL$5,$DL$6+$DL$5, DQ86)), 0)*DG$5/12/3600, IF(DH86<$DL$9,0.66*DJ$8*(2*32.17*DQ86*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE86+(DQ86-DE86)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU86+DT86, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+DU86+DT86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ86-SUM(EB86:EC86))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH86>0,EH86/IF(EH86>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH86))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL86+EK86, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+EL86+EK86, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN86-EO86>EO$11),(EN86-EO86-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV86*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ86+EY86, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY86))+EZ86+EY86, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ86)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU86)),0)","v":0},{"$f":"FP86+'2-yr SBUH'!FP86","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["05:55:00",7.8600000000000003E-2,6.5500000000000003E-3,{"$f":"SUM(C$16:C87)","v":0.38235000000000002},0.38234999999999997,6.5499999999999448E-3,0.38234999999999997,6.5499999999999448E-3,0.38234999999999997,6.5499999999999448E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.38234999999999997,6.5499999999999448E-3,0.38234999999999997,6.5499999999999448E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.21378661632948484,5.6224844208437041E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB87+AA87, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+AB87+AA87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP87+AO87, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+AP87+AO87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ87>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ87-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD87+BC87, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+BD87+BC87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO87+BN87, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+BO87+BN87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ87+BY87, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+BZ87+BY87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK87+CJ87, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+CK87+CJ87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP87>=$CT$9), $CT$6+$CT$5+CM87, IF(AND($CO$5>0,CP87>CO$11),(CP87-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP87<$CT$9,0.66*$CR$8*(2*32.17*CY87*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM87+(CY87-CM87)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY87>0,(CY87/IF(CY87>$CT$6+$CT$5,$CT$6+$CT$5,CY87)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY87>0,(CY87/IF(CY87>$CT$6+$CT$5,$CT$6+$CT$5,CY87)),0)*CO$5/12/3600, IF(CP87<$CT$9,0.66*$CR$8*(2*32.17*CY87*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM87+(CY87-CM87)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC87+DB87, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+DC87+DB87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH87>=$DL$9), $DL$5+$DL$6+DE87, IF(AND(DG$5>0,DH87>DG$11),(DH87-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH87<$DL$9,0.66*DJ$8*(2*32.17*DQ87*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE87+(DQ87-DE87)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ87>0, (DQ87/IF(DQ87>$DL$6+$DL$5,$DL$6+$DL$5, DQ87)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ87>0, (DQ87/IF(DQ87>$DL$6+$DL$5,$DL$6+$DL$5, DQ87)), 0)*DG$5/12/3600, IF(DH87<$DL$9,0.66*DJ$8*(2*32.17*DQ87*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE87+(DQ87-DE87)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU87+DT87, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+DU87+DT87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ87-SUM(EB87:EC87))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH87>0,EH87/IF(EH87>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH87))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL87+EK87, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+EL87+EK87, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN87-EO87>EO$11),(EN87-EO87-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV87*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ87+EY87, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY87))+EZ87+EY87, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ87)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU87)),0)","v":0},{"$f":"FP87+'2-yr SBUH'!FP87","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:00:00",7.9200000000000007E-2,6.6E-3,{"$f":"SUM(C$16:C88)","v":0.38895000000000002},0.38895000000000002,6.6000000000000503E-3,0.38895000000000002,6.6000000000000503E-3,0.38895000000000002,6.6000000000000503E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.38895000000000002,6.6000000000000503E-3,0.38895000000000002,6.6000000000000503E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.21947427617375023,5.6876598442653914E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB88+AA88, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+AB88+AA88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP88+AO88, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+AP88+AO88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ88>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ88-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD88+BC88, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+BD88+BC88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO88+BN88, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+BO88+BN88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ88+BY88, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+BZ88+BY88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK88+CJ88, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+CK88+CJ88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP88>=$CT$9), $CT$6+$CT$5+CM88, IF(AND($CO$5>0,CP88>CO$11),(CP88-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP88<$CT$9,0.66*$CR$8*(2*32.17*CY88*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM88+(CY88-CM88)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY88>0,(CY88/IF(CY88>$CT$6+$CT$5,$CT$6+$CT$5,CY88)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY88>0,(CY88/IF(CY88>$CT$6+$CT$5,$CT$6+$CT$5,CY88)),0)*CO$5/12/3600, IF(CP88<$CT$9,0.66*$CR$8*(2*32.17*CY88*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM88+(CY88-CM88)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC88+DB88, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+DC88+DB88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH88>=$DL$9), $DL$5+$DL$6+DE88, IF(AND(DG$5>0,DH88>DG$11),(DH88-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH88<$DL$9,0.66*DJ$8*(2*32.17*DQ88*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE88+(DQ88-DE88)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ88>0, (DQ88/IF(DQ88>$DL$6+$DL$5,$DL$6+$DL$5, DQ88)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ88>0, (DQ88/IF(DQ88>$DL$6+$DL$5,$DL$6+$DL$5, DQ88)), 0)*DG$5/12/3600, IF(DH88<$DL$9,0.66*DJ$8*(2*32.17*DQ88*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE88+(DQ88-DE88)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU88+DT88, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+DU88+DT88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ88-SUM(EB88:EC88))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH88>0,EH88/IF(EH88>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH88))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL88+EK88, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+EL88+EK88, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN88-EO88>EO$11),(EN88-EO88-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV88*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ88+EY88, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY88))+EZ88+EY88, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ88)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU88)),0)","v":0},{"$f":"FP88+'2-yr SBUH'!FP88","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:05:00",7.9799999999999996E-2,6.6499999999999997E-3,{"$f":"SUM(C$16:C89)","v":0.39560000000000001},0.39560000000000001,6.6499999999999893E-3,0.39560000000000001,6.6499999999999893E-3,0.39560000000000001,6.6499999999999893E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.39560000000000001,6.6499999999999893E-3,0.39560000000000001,6.6499999999999893E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.2252268186654163,5.7525424916660683E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB89+AA89, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+AB89+AA89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP89+AO89, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+AP89+AO89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ89>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ89-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD89+BC89, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+BD89+BC89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO89+BN89, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+BO89+BN89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ89+BY89, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+BZ89+BY89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK89+CJ89, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+CK89+CJ89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP89>=$CT$9), $CT$6+$CT$5+CM89, IF(AND($CO$5>0,CP89>CO$11),(CP89-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP89<$CT$9,0.66*$CR$8*(2*32.17*CY89*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM89+(CY89-CM89)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY89>0,(CY89/IF(CY89>$CT$6+$CT$5,$CT$6+$CT$5,CY89)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY89>0,(CY89/IF(CY89>$CT$6+$CT$5,$CT$6+$CT$5,CY89)),0)*CO$5/12/3600, IF(CP89<$CT$9,0.66*$CR$8*(2*32.17*CY89*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM89+(CY89-CM89)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC89+DB89, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+DC89+DB89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH89>=$DL$9), $DL$5+$DL$6+DE89, IF(AND(DG$5>0,DH89>DG$11),(DH89-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH89<$DL$9,0.66*DJ$8*(2*32.17*DQ89*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE89+(DQ89-DE89)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ89>0, (DQ89/IF(DQ89>$DL$6+$DL$5,$DL$6+$DL$5, DQ89)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ89>0, (DQ89/IF(DQ89>$DL$6+$DL$5,$DL$6+$DL$5, DQ89)), 0)*DG$5/12/3600, IF(DH89<$DL$9,0.66*DJ$8*(2*32.17*DQ89*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE89+(DQ89-DE89)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU89+DT89, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+DU89+DT89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ89-SUM(EB89:EC89))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH89>0,EH89/IF(EH89>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH89))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL89+EK89, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+EL89+EK89, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN89-EO89>EO$11),(EN89-EO89-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV89*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ89+EY89, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY89))+EZ89+EY89, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ89)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU89)),0)","v":0},{"$f":"FP89+'2-yr SBUH'!FP89","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:10:00",8.0399999999999999E-2,6.7000000000000002E-3,{"$f":"SUM(C$16:C90)","v":0.40229999999999999},0.40229999999999999,6.6999999999999837E-3,0.40229999999999999,6.6999999999999837E-3,0.40229999999999999,6.6999999999999837E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.40229999999999999,6.6999999999999837E-3,0.40229999999999999,6.6999999999999837E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.23104395685231782,5.8171381869015215E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB90+AA90, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+AB90+AA90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP90+AO90, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+AP90+AO90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ90>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ90-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD90+BC90, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+BD90+BC90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO90+BN90, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+BO90+BN90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ90+BY90, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+BZ90+BY90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK90+CJ90, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+CK90+CJ90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP90>=$CT$9), $CT$6+$CT$5+CM90, IF(AND($CO$5>0,CP90>CO$11),(CP90-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP90<$CT$9,0.66*$CR$8*(2*32.17*CY90*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM90+(CY90-CM90)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY90>0,(CY90/IF(CY90>$CT$6+$CT$5,$CT$6+$CT$5,CY90)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY90>0,(CY90/IF(CY90>$CT$6+$CT$5,$CT$6+$CT$5,CY90)),0)*CO$5/12/3600, IF(CP90<$CT$9,0.66*$CR$8*(2*32.17*CY90*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM90+(CY90-CM90)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC90+DB90, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+DC90+DB90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH90>=$DL$9), $DL$5+$DL$6+DE90, IF(AND(DG$5>0,DH90>DG$11),(DH90-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH90<$DL$9,0.66*DJ$8*(2*32.17*DQ90*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE90+(DQ90-DE90)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ90>0, (DQ90/IF(DQ90>$DL$6+$DL$5,$DL$6+$DL$5, DQ90)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ90>0, (DQ90/IF(DQ90>$DL$6+$DL$5,$DL$6+$DL$5, DQ90)), 0)*DG$5/12/3600, IF(DH90<$DL$9,0.66*DJ$8*(2*32.17*DQ90*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE90+(DQ90-DE90)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU90+DT90, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+DU90+DT90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ90-SUM(EB90:EC90))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH90>0,EH90/IF(EH90>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH90))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL90+EK90, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+EL90+EK90, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN90-EO90>EO$11),(EN90-EO90-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV90*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ90+EY90, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY90))+EZ90+EY90, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ90)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU90)),0)","v":0},{"$f":"FP90+'2-yr SBUH'!FP90","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:15:00",8.1100000000000005E-2,6.7583333333333341E-3,{"$f":"SUM(C$16:C91)","v":0.4090583333333333},0.4090583333333333,6.7583333333333107E-3,0.4090583333333333,6.7583333333333107E-3,0.4090583333333333,6.7583333333333107E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.4090583333333333,6.7583333333333107E-3,0.4090583333333333,6.7583333333333107E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.23693268323328096,5.8887263809631329E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB91+AA91, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+AB91+AA91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP91+AO91, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+AP91+AO91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ91>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ91-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD91+BC91, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+BD91+BC91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO91+BN91, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+BO91+BN91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ91+BY91, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+BZ91+BY91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK91+CJ91, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+CK91+CJ91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP91>=$CT$9), $CT$6+$CT$5+CM91, IF(AND($CO$5>0,CP91>CO$11),(CP91-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP91<$CT$9,0.66*$CR$8*(2*32.17*CY91*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM91+(CY91-CM91)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY91>0,(CY91/IF(CY91>$CT$6+$CT$5,$CT$6+$CT$5,CY91)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY91>0,(CY91/IF(CY91>$CT$6+$CT$5,$CT$6+$CT$5,CY91)),0)*CO$5/12/3600, IF(CP91<$CT$9,0.66*$CR$8*(2*32.17*CY91*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM91+(CY91-CM91)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC91+DB91, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+DC91+DB91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH91>=$DL$9), $DL$5+$DL$6+DE91, IF(AND(DG$5>0,DH91>DG$11),(DH91-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH91<$DL$9,0.66*DJ$8*(2*32.17*DQ91*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE91+(DQ91-DE91)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ91>0, (DQ91/IF(DQ91>$DL$6+$DL$5,$DL$6+$DL$5, DQ91)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ91>0, (DQ91/IF(DQ91>$DL$6+$DL$5,$DL$6+$DL$5, DQ91)), 0)*DG$5/12/3600, IF(DH91<$DL$9,0.66*DJ$8*(2*32.17*DQ91*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE91+(DQ91-DE91)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU91+DT91, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+DU91+DT91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ91-SUM(EB91:EC91))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH91>0,EH91/IF(EH91>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH91))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL91+EK91, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+EL91+EK91, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN91-EO91>EO$11),(EN91-EO91-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV91*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ91+EY91, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY91))+EZ91+EY91, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ91)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU91)),0)","v":0},{"$f":"FP91+'2-yr SBUH'!FP91","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:20:00",8.1699999999999995E-2,6.8083333333333329E-3,{"$f":"SUM(C$16:C92)","v":0.41586666666666661},0.41586666666666661,6.8083333333333051E-3,0.41586666666666661,6.8083333333333051E-3,0.41586666666666661,6.8083333333333051E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.41586666666666661,6.8083333333333051E-3,0.41586666666666661,6.8083333333333051E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.24288549803032705,5.9528147970460965E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB92+AA92, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+AB92+AA92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP92+AO92, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+AP92+AO92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ92>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ92-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD92+BC92, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+BD92+BC92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO92+BN92, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+BO92+BN92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ92+BY92, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+BZ92+BY92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK92+CJ92, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+CK92+CJ92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP92>=$CT$9), $CT$6+$CT$5+CM92, IF(AND($CO$5>0,CP92>CO$11),(CP92-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP92<$CT$9,0.66*$CR$8*(2*32.17*CY92*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM92+(CY92-CM92)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY92>0,(CY92/IF(CY92>$CT$6+$CT$5,$CT$6+$CT$5,CY92)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY92>0,(CY92/IF(CY92>$CT$6+$CT$5,$CT$6+$CT$5,CY92)),0)*CO$5/12/3600, IF(CP92<$CT$9,0.66*$CR$8*(2*32.17*CY92*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM92+(CY92-CM92)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC92+DB92, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+DC92+DB92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH92>=$DL$9), $DL$5+$DL$6+DE92, IF(AND(DG$5>0,DH92>DG$11),(DH92-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH92<$DL$9,0.66*DJ$8*(2*32.17*DQ92*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE92+(DQ92-DE92)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ92>0, (DQ92/IF(DQ92>$DL$6+$DL$5,$DL$6+$DL$5, DQ92)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ92>0, (DQ92/IF(DQ92>$DL$6+$DL$5,$DL$6+$DL$5, DQ92)), 0)*DG$5/12/3600, IF(DH92<$DL$9,0.66*DJ$8*(2*32.17*DQ92*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE92+(DQ92-DE92)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU92+DT92, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+DU92+DT92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ92-SUM(EB92:EC92))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH92>0,EH92/IF(EH92>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH92))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL92+EK92, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+EL92+EK92, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN92-EO92>EO$11),(EN92-EO92-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV92*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ92+EY92, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY92))+EZ92+EY92, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ92)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU92)),0)","v":0},{"$f":"FP92+'2-yr SBUH'!FP92","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:25:00",8.2400000000000001E-2,6.8666666666666676E-3,{"$f":"SUM(C$16:C93)","v":0.42273333333333329},0.42273333333333329,6.8666666666666876E-3,0.42273333333333329,6.8666666666666876E-3,0.42273333333333329,6.8666666666666876E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.42273333333333329,6.8666666666666876E-3,0.42273333333333329,6.8666666666666876E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.24890945177041826,6.0239537400912091E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB93+AA93, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+AB93+AA93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP93+AO93, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+AP93+AO93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ93>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ93-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD93+BC93, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+BD93+BC93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO93+BN93, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+BO93+BN93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ93+BY93, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+BZ93+BY93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK93+CJ93, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+CK93+CJ93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP93>=$CT$9), $CT$6+$CT$5+CM93, IF(AND($CO$5>0,CP93>CO$11),(CP93-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP93<$CT$9,0.66*$CR$8*(2*32.17*CY93*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM93+(CY93-CM93)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY93>0,(CY93/IF(CY93>$CT$6+$CT$5,$CT$6+$CT$5,CY93)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY93>0,(CY93/IF(CY93>$CT$6+$CT$5,$CT$6+$CT$5,CY93)),0)*CO$5/12/3600, IF(CP93<$CT$9,0.66*$CR$8*(2*32.17*CY93*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM93+(CY93-CM93)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC93+DB93, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+DC93+DB93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH93>=$DL$9), $DL$5+$DL$6+DE93, IF(AND(DG$5>0,DH93>DG$11),(DH93-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH93<$DL$9,0.66*DJ$8*(2*32.17*DQ93*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE93+(DQ93-DE93)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ93>0, (DQ93/IF(DQ93>$DL$6+$DL$5,$DL$6+$DL$5, DQ93)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ93>0, (DQ93/IF(DQ93>$DL$6+$DL$5,$DL$6+$DL$5, DQ93)), 0)*DG$5/12/3600, IF(DH93<$DL$9,0.66*DJ$8*(2*32.17*DQ93*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE93+(DQ93-DE93)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU93+DT93, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+DU93+DT93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ93-SUM(EB93:EC93))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH93>0,EH93/IF(EH93>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH93))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL93+EK93, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+EL93+EK93, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN93-EO93>EO$11),(EN93-EO93-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV93*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ93+EY93, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY93))+EZ93+EY93, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ93)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU93)),0)","v":0},{"$f":"FP93+'2-yr SBUH'!FP93","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:30:00",8.3000000000000004E-2,6.9166666666666673E-3,{"$f":"SUM(C$16:C94)","v":0.42964999999999998},0.42964999999999998,6.9166666666666821E-3,0.42964999999999998,6.9166666666666821E-3,0.42964999999999998,6.9166666666666821E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.42964999999999998,6.9166666666666821E-3,0.42964999999999998,6.9166666666666821E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.25499700220671045,6.0875504362921939E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB94+AA94, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+AB94+AA94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP94+AO94, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+AP94+AO94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ94>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ94-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD94+BC94, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+BD94+BC94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO94+BN94, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+BO94+BN94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ94+BY94, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+BZ94+BY94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK94+CJ94, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+CK94+CJ94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP94>=$CT$9), $CT$6+$CT$5+CM94, IF(AND($CO$5>0,CP94>CO$11),(CP94-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP94<$CT$9,0.66*$CR$8*(2*32.17*CY94*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM94+(CY94-CM94)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY94>0,(CY94/IF(CY94>$CT$6+$CT$5,$CT$6+$CT$5,CY94)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY94>0,(CY94/IF(CY94>$CT$6+$CT$5,$CT$6+$CT$5,CY94)),0)*CO$5/12/3600, IF(CP94<$CT$9,0.66*$CR$8*(2*32.17*CY94*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM94+(CY94-CM94)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC94+DB94, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+DC94+DB94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH94>=$DL$9), $DL$5+$DL$6+DE94, IF(AND(DG$5>0,DH94>DG$11),(DH94-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH94<$DL$9,0.66*DJ$8*(2*32.17*DQ94*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE94+(DQ94-DE94)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ94>0, (DQ94/IF(DQ94>$DL$6+$DL$5,$DL$6+$DL$5, DQ94)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ94>0, (DQ94/IF(DQ94>$DL$6+$DL$5,$DL$6+$DL$5, DQ94)), 0)*DG$5/12/3600, IF(DH94<$DL$9,0.66*DJ$8*(2*32.17*DQ94*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE94+(DQ94-DE94)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU94+DT94, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+DU94+DT94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ94-SUM(EB94:EC94))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH94>0,EH94/IF(EH94>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH94))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL94+EK94, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+EL94+EK94, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN94-EO94>EO$11),(EN94-EO94-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV94*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ94+EY94, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY94))+EZ94+EY94, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ94)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU94)),0)","v":0},{"$f":"FP94+'2-yr SBUH'!FP94","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:35:00",8.3699999999999997E-2,6.9749999999999994E-3,{"$f":"SUM(C$16:C95)","v":0.43662499999999999},0.43662499999999999,6.975000000000009E-3,0.43662499999999999,6.975000000000009E-3,0.43662499999999999,6.975000000000009E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.43662499999999999,6.975000000000009E-3,0.43662499999999999,6.975000000000009E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.26115525521030553,6.1582530035950711E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB95+AA95, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+AB95+AA95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP95+AO95, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+AP95+AO95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ95>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ95-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD95+BC95, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+BD95+BC95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO95+BN95, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+BO95+BN95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ95+BY95, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+BZ95+BY95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK95+CJ95, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+CK95+CJ95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP95>=$CT$9), $CT$6+$CT$5+CM95, IF(AND($CO$5>0,CP95>CO$11),(CP95-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP95<$CT$9,0.66*$CR$8*(2*32.17*CY95*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM95+(CY95-CM95)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY95>0,(CY95/IF(CY95>$CT$6+$CT$5,$CT$6+$CT$5,CY95)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY95>0,(CY95/IF(CY95>$CT$6+$CT$5,$CT$6+$CT$5,CY95)),0)*CO$5/12/3600, IF(CP95<$CT$9,0.66*$CR$8*(2*32.17*CY95*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM95+(CY95-CM95)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC95+DB95, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+DC95+DB95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH95>=$DL$9), $DL$5+$DL$6+DE95, IF(AND(DG$5>0,DH95>DG$11),(DH95-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH95<$DL$9,0.66*DJ$8*(2*32.17*DQ95*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE95+(DQ95-DE95)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ95>0, (DQ95/IF(DQ95>$DL$6+$DL$5,$DL$6+$DL$5, DQ95)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ95>0, (DQ95/IF(DQ95>$DL$6+$DL$5,$DL$6+$DL$5, DQ95)), 0)*DG$5/12/3600, IF(DH95<$DL$9,0.66*DJ$8*(2*32.17*DQ95*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE95+(DQ95-DE95)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU95+DT95, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+DU95+DT95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ95-SUM(EB95:EC95))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH95>0,EH95/IF(EH95>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH95))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL95+EK95, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+EL95+EK95, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN95-EO95>EO$11),(EN95-EO95-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV95*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ95+EY95, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY95))+EZ95+EY95, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ95)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU95)),0)","v":0},{"$f":"FP95+'2-yr SBUH'!FP95","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:40:00",8.4400000000000003E-2,7.0333333333333341E-3,{"$f":"SUM(C$16:C96)","v":0.44365833333333332},0.44365833333333332,7.0333333333333359E-3,0.44365833333333332,7.0333333333333359E-3,0.44365833333333332,7.0333333333333359E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.44365833333333332,7.0333333333333359E-3,0.44365833333333332,7.0333333333333359E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.26738401982555621,6.2287646152506815E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB96+AA96, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+AB96+AA96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP96+AO96, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+AP96+AO96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ96>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ96-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD96+BC96, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+BD96+BC96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO96+BN96, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+BO96+BN96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ96+BY96, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+BZ96+BY96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK96+CJ96, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+CK96+CJ96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP96>=$CT$9), $CT$6+$CT$5+CM96, IF(AND($CO$5>0,CP96>CO$11),(CP96-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP96<$CT$9,0.66*$CR$8*(2*32.17*CY96*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM96+(CY96-CM96)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY96>0,(CY96/IF(CY96>$CT$6+$CT$5,$CT$6+$CT$5,CY96)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY96>0,(CY96/IF(CY96>$CT$6+$CT$5,$CT$6+$CT$5,CY96)),0)*CO$5/12/3600, IF(CP96<$CT$9,0.66*$CR$8*(2*32.17*CY96*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM96+(CY96-CM96)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC96+DB96, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+DC96+DB96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH96>=$DL$9), $DL$5+$DL$6+DE96, IF(AND(DG$5>0,DH96>DG$11),(DH96-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH96<$DL$9,0.66*DJ$8*(2*32.17*DQ96*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE96+(DQ96-DE96)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ96>0, (DQ96/IF(DQ96>$DL$6+$DL$5,$DL$6+$DL$5, DQ96)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ96>0, (DQ96/IF(DQ96>$DL$6+$DL$5,$DL$6+$DL$5, DQ96)), 0)*DG$5/12/3600, IF(DH96<$DL$9,0.66*DJ$8*(2*32.17*DQ96*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE96+(DQ96-DE96)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU96+DT96, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+DU96+DT96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ96-SUM(EB96:EC96))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH96>0,EH96/IF(EH96>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH96))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL96+EK96, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+EL96+EK96, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN96-EO96>EO$11),(EN96-EO96-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV96*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ96+EY96, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY96))+EZ96+EY96, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ96)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU96)),0)","v":0},{"$f":"FP96+'2-yr SBUH'!FP96","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:45:00",8.5099999999999995E-2,7.0916666666666663E-3,{"$f":"SUM(C$16:C97)","v":0.45074999999999998},0.45074999999999998,7.0916666666666628E-3,0.45074999999999998,7.0916666666666628E-3,0.45074999999999998,7.0916666666666628E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.45074999999999998,7.0916666666666628E-3,0.45074999999999998,7.0916666666666628E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.27368310686801428,6.2990870424580736E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB97+AA97, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+AB97+AA97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP97+AO97, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+AP97+AO97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ97>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ97-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD97+BC97, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+BD97+BC97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF($Q$4>0,(BR$3)/$Q$4*$W97,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO97+BN97, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+BO97+BN97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ97+BY97, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+BZ97+BY97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK97+CJ97, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+CK97+CJ97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP97>=$CT$9), $CT$6+$CT$5+CM97, IF(AND($CO$5>0,CP97>CO$11),(CP97-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP97<$CT$9,0.66*$CR$8*(2*32.17*CY97*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM97+(CY97-CM97)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY97>0,(CY97/IF(CY97>$CT$6+$CT$5,$CT$6+$CT$5,CY97)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY97>0,(CY97/IF(CY97>$CT$6+$CT$5,$CT$6+$CT$5,CY97)),0)*CO$5/12/3600, IF(CP97<$CT$9,0.66*$CR$8*(2*32.17*CY97*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM97+(CY97-CM97)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC97+DB97, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+DC97+DB97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH97>=$DL$9), $DL$5+$DL$6+DE97, IF(AND(DG$5>0,DH97>DG$11),(DH97-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH97<$DL$9,0.66*DJ$8*(2*32.17*DQ97*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE97+(DQ97-DE97)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ97>0, (DQ97/IF(DQ97>$DL$6+$DL$5,$DL$6+$DL$5, DQ97)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ97>0, (DQ97/IF(DQ97>$DL$6+$DL$5,$DL$6+$DL$5, DQ97)), 0)*DG$5/12/3600, IF(DH97<$DL$9,0.66*DJ$8*(2*32.17*DQ97*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE97+(DQ97-DE97)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU97+DT97, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+DU97+DT97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ97-SUM(EB97:EC97))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH97>0,EH97/IF(EH97>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH97))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL97+EK97, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+EL97+EK97, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN97-EO97>EO$11),(EN97-EO97-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV97*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ97+EY97, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY97))+EZ97+EY97, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ97)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU97)),0)","v":0},{"$f":"FP97+'2-yr SBUH'!FP97","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:50:00",8.5900000000000004E-2,7.1583333333333334E-3,{"$f":"SUM(C$16:C98)","v":0.45790833333333331},0.45790833333333325,7.1583333333332666E-3,0.45790833333333325,7.1583333333332666E-3,0.45790833333333325,7.1583333333332666E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.45790833333333325,7.1583333333332666E-3,0.45790833333333325,7.1583333333332666E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.28005976282434436,6.3766559563300795E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB98+AA98, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+AB98+AA98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP98+AO98, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+AP98+AO98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ98>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ98-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD98+BC98, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+BD98+BC98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO98+BN98, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+BO98+BN98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ98+BY98, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+BZ98+BY98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK98+CJ98, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+CK98+CJ98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP98>=$CT$9), $CT$6+$CT$5+CM98, IF(AND($CO$5>0,CP98>CO$11),(CP98-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP98<$CT$9,0.66*$CR$8*(2*32.17*CY98*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM98+(CY98-CM98)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY98>0,(CY98/IF(CY98>$CT$6+$CT$5,$CT$6+$CT$5,CY98)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY98>0,(CY98/IF(CY98>$CT$6+$CT$5,$CT$6+$CT$5,CY98)),0)*CO$5/12/3600, IF(CP98<$CT$9,0.66*$CR$8*(2*32.17*CY98*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM98+(CY98-CM98)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC98+DB98, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+DC98+DB98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH98>=$DL$9), $DL$5+$DL$6+DE98, IF(AND(DG$5>0,DH98>DG$11),(DH98-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH98<$DL$9,0.66*DJ$8*(2*32.17*DQ98*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE98+(DQ98-DE98)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ98>0, (DQ98/IF(DQ98>$DL$6+$DL$5,$DL$6+$DL$5, DQ98)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ98>0, (DQ98/IF(DQ98>$DL$6+$DL$5,$DL$6+$DL$5, DQ98)), 0)*DG$5/12/3600, IF(DH98<$DL$9,0.66*DJ$8*(2*32.17*DQ98*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE98+(DQ98-DE98)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU98+DT98, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+DU98+DT98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ98-SUM(EB98:EC98))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH98>0,EH98/IF(EH98>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH98))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL98+EK98, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+EL98+EK98, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN98-EO98>EO$11),(EN98-EO98-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV98*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ98+EY98, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY98))+EZ98+EY98, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ98)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU98)),0)","v":0},{"$f":"FP98+'2-yr SBUH'!FP98","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["06:55:00",8.6599999999999996E-2,7.2166666666666664E-3,{"$f":"SUM(C$16:C99)","v":0.46512499999999996},0.46512499999999996,7.2166666666667045E-3,0.46512499999999996,7.2166666666667045E-3,0.46512499999999996,7.2166666666667045E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.46512499999999996,7.2166666666667045E-3,0.46512499999999996,7.2166666666667045E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.28650640951528161,6.4466466909372522E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB99+AA99, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+AB99+AA99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP99+AO99, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+AP99+AO99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ99>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ99-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD99+BC99, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+BD99+BC99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO99+BN99, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+BO99+BN99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ99+BY99, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+BZ99+BY99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK99+CJ99, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+CK99+CJ99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP99>=$CT$9), $CT$6+$CT$5+CM99, IF(AND($CO$5>0,CP99>CO$11),(CP99-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP99<$CT$9,0.66*$CR$8*(2*32.17*CY99*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM99+(CY99-CM99)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY99>0,(CY99/IF(CY99>$CT$6+$CT$5,$CT$6+$CT$5,CY99)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY99>0,(CY99/IF(CY99>$CT$6+$CT$5,$CT$6+$CT$5,CY99)),0)*CO$5/12/3600, IF(CP99<$CT$9,0.66*$CR$8*(2*32.17*CY99*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM99+(CY99-CM99)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC99+DB99, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+DC99+DB99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH99>=$DL$9), $DL$5+$DL$6+DE99, IF(AND(DG$5>0,DH99>DG$11),(DH99-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH99<$DL$9,0.66*DJ$8*(2*32.17*DQ99*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE99+(DQ99-DE99)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ99>0, (DQ99/IF(DQ99>$DL$6+$DL$5,$DL$6+$DL$5, DQ99)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ99>0, (DQ99/IF(DQ99>$DL$6+$DL$5,$DL$6+$DL$5, DQ99)), 0)*DG$5/12/3600, IF(DH99<$DL$9,0.66*DJ$8*(2*32.17*DQ99*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE99+(DQ99-DE99)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU99+DT99, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+DU99+DT99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ99-SUM(EB99:EC99))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH99>0,EH99/IF(EH99>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH99))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL99+EK99, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+EL99+EK99, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN99-EO99>EO$11),(EN99-EO99-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV99*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ99+EY99, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY99))+EZ99+EY99, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ99)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU99)),0)","v":0},{"$f":"FP99+'2-yr SBUH'!FP99","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:00:00",8.7400000000000005E-2,7.2833333333333344E-3,{"$f":"SUM(C$16:C100)","v":0.47240833333333326},0.47240833333333326,7.2833333333333083E-3,0.47240833333333326,7.2833333333333083E-3,0.47240833333333326,7.2833333333333083E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.47240833333333326,7.2833333333333083E-3,0.47240833333333326,7.2833333333333083E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.29303033628305297,6.5239267677713597E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB100+AA100, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY100))+AB100+AA100, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP100+AO100, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY100))+AP100+AO100, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ100>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ100-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD100+BC100, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY100))+BD100+BC100, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO100+BN100, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY100))+BO100+BN100, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ100+BY100, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY100))+BZ100+BY100, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK100+CJ100, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY100))+CK100+CJ100, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP100>=$CT$9), $CT$6+$CT$5+CM100, IF(AND($CO$5>0,CP100>CO$11),(CP100-CO$11)/CO$5/'CSS BMP Sizing 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["07:05:00",8.8200000000000001E-2,7.3499999999999998E-3,{"$f":"SUM(C$16:C101)","v":0.47975833333333329},0.47975833333333329,7.3500000000000232E-3,0.47975833333333329,7.3500000000000232E-3,0.47975833333333329,7.3500000000000232E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.47975833333333329,7.3500000000000232E-3,0.47975833333333329,7.3500000000000232E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.2996314186816908,6.6010823986378253E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB101+AA101, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY101))+AB101+AA101, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP101+AO101, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY101))+AP101+AO101, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ101>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ101-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD101+BC101, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY101))+BD101+BC101, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO101+BN101, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY101))+BO101+BN101, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ101+BY101, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY101))+BZ101+BY101, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK101+CJ101, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY101))+CK101+CJ101, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP101>=$CT$9), $CT$6+$CT$5+CM101, IF(AND($CO$5>0,CP101>CO$11),(CP101-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ101)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU101)),0)","v":0},{"$f":"FP101+'2-yr SBUH'!FP101","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:10:00",8.8999999999999996E-2,7.416666666666666E-3,{"$f":"SUM(C$16:C102)","v":0.48717499999999997},0.48717499999999997,7.4166666666666825E-3,0.48717499999999997,7.4166666666666825E-3,0.48717499999999997,7.4166666666666825E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.48717499999999997,7.4166666666666825E-3,0.48717499999999997,7.4166666666666825E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.30630953141431588,6.6781127326250855E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB102+AA102, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY102))+AB102+AA102, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP102+AO102, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY102))+AP102+AO102, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ102>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ102-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD102+BC102, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY102))+BD102+BC102, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO102+BN102, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY102))+BO102+BN102, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ102+BY102, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY102))+BZ102+BY102, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK102+CJ102, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY102))+CK102+CJ102, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP102>=$CT$9), $CT$6+$CT$5+CM102, IF(AND($CO$5>0,CP102>CO$11),(CP102-CO$11)/CO$5/'CSS BMP Sizing 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Sizing Calculator'!$J$47,EH102))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL102+EK102, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY102))+EL102+EK102, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN102-EO102>EO$11),(EN102-EO102-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV102*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ102+EY102, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY102))+EZ102+EY102, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ102)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU102)),0)","v":0},{"$f":"FP102+'2-yr SBUH'!FP102","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:15:00",8.9899999999999994E-2,7.4916666666666656E-3,{"$f":"SUM(C$16:C103)","v":0.49466666666666664},0.49466666666666664,7.4916666666666742E-3,0.49466666666666664,7.4916666666666742E-3,0.49466666666666664,7.4916666666666742E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.49466666666666664,7.4916666666666742E-3,0.49466666666666664,7.4916666666666742E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.3130720800334692,6.7625486191533191E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB103+AA103, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY103))+AB103+AA103, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP103+AO103, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY103))+AP103+AO103, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ103>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ103-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD103+BC103, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY103))+BD103+BC103, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO103+BN103, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY103))+BO103+BN103, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ103+BY103, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY103))+BZ103+BY103, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK103+CJ103, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY103))+CK103+CJ103, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP103>=$CT$9), $CT$6+$CT$5+CM103, IF(AND($CO$5>0,CP103>CO$11),(CP103-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ103)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU103)),0)","v":0},{"$f":"FP103+'2-yr SBUH'!FP103","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:20:00",9.0700000000000003E-2,7.5583333333333336E-3,{"$f":"SUM(C$16:C104)","v":0.50222499999999992},0.50222499999999992,7.5583333333332781E-3,0.50222499999999992,7.5583333333332781E-3,0.50222499999999992,7.5583333333332781E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.50222499999999992,7.5583333333332781E-3,0.50222499999999992,7.5583333333332781E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.31991144272747274,6.8393626940035368E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB104+AA104, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+AB104+AA104, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP104+AO104, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+AP104+AO104, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ104>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ104-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD104+BC104, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+BD104+BC104, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO104+BN104, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+BO104+BN104, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ104+BY104, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+BZ104+BY104, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK104+CJ104, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+CK104+CJ104, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP104>=$CT$9), $CT$6+$CT$5+CM104, IF(AND($CO$5>0,CP104>CO$11),(CP104-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH104<$DL$9,0.66*DJ$8*(2*32.17*DQ104*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE104+(DQ104-DE104)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ104>0, (DQ104/IF(DQ104>$DL$6+$DL$5,$DL$6+$DL$5, DQ104)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ104>0, (DQ104/IF(DQ104>$DL$6+$DL$5,$DL$6+$DL$5, DQ104)), 0)*DG$5/12/3600, IF(DH104<$DL$9,0.66*DJ$8*(2*32.17*DQ104*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE104+(DQ104-DE104)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU104+DT104, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+DU104+DT104, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ104-SUM(EB104:EC104))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH104>0,EH104/IF(EH104>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH104))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL104+EK104, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+EL104+EK104, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN104-EO104>EO$11),(EN104-EO104-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV104*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ104+EY104, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY104))+EZ104+EY104, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ104)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU104)),0)","v":0},{"$f":"FP104+'2-yr SBUH'!FP104","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:25:00",9.1600000000000001E-2,7.633333333333334E-3,{"$f":"SUM(C$16:C105)","v":0.5098583333333333},0.5098583333333333,7.6333333333333808E-3,0.5098583333333333,7.6333333333333808E-3,0.5098583333333333,7.6333333333333808E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.5098583333333333,7.6333333333333808E-3,0.5098583333333333,7.6333333333333808E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.3268350585984372,6.9236158709644613E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB105+AA105, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY105))+AB105+AA105, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP105+AO105, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY105))+AP105+AO105, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ105>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ105-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD105+BC105, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY105))+BD105+BC105, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO105+BN105, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY105))+BO105+BN105, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ105+BY105, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY105))+BZ105+BY105, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK105+CJ105, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY105))+CK105+CJ105, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP105>=$CT$9), $CT$6+$CT$5+CM105, IF(AND($CO$5>0,CP105>CO$11),(CP105-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ105)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU105)),0)","v":0},{"$f":"FP105+'2-yr SBUH'!FP105","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:30:00",9.2499999999999999E-2,7.7083333333333335E-3,{"$f":"SUM(C$16:C106)","v":0.51756666666666662},0.51756666666666662,7.7083333333333171E-3,0.51756666666666662,7.7083333333333171E-3,0.51756666666666662,7.7083333333333171E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.51756666666666662,7.7083333333333171E-3,0.51756666666666662,7.7083333333333171E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.33384285095883109,7.0077923603938941E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB106+AA106, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+AB106+AA106, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP106+AO106, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+AP106+AO106, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ106>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ106-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD106+BC106, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+BD106+BC106, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO106+BN106, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+BO106+BN106, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ106+BY106, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+BZ106+BY106, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK106+CJ106, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+CK106+CJ106, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP106>=$CT$9), $CT$6+$CT$5+CM106, IF(AND($CO$5>0,CP106>CO$11),(CP106-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH106<$DL$9,0.66*DJ$8*(2*32.17*DQ106*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE106+(DQ106-DE106)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ106>0, (DQ106/IF(DQ106>$DL$6+$DL$5,$DL$6+$DL$5, DQ106)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ106>0, (DQ106/IF(DQ106>$DL$6+$DL$5,$DL$6+$DL$5, DQ106)), 0)*DG$5/12/3600, IF(DH106<$DL$9,0.66*DJ$8*(2*32.17*DQ106*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE106+(DQ106-DE106)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU106+DT106, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+DU106+DT106, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ106-SUM(EB106:EC106))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH106>0,EH106/IF(EH106>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH106))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL106+EK106, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+EL106+EK106, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN106-EO106>EO$11),(EN106-EO106-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV106*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ106+EY106, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY106))+EZ106+EY106, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ106)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU106)),0)","v":0},{"$f":"FP106+'2-yr SBUH'!FP106","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:35:00",9.35E-2,7.7916666666666672E-3,{"$f":"SUM(C$16:C107)","v":0.52535833333333326},0.52535833333333326,7.7916666666666412E-3,0.52535833333333326,7.7916666666666412E-3,0.52535833333333326,7.7916666666666412E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.52535833333333326,7.7916666666666412E-3,0.52535833333333326,7.7916666666666412E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.34094234194741718,7.099490988586088E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB107+AA107, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY107))+AB107+AA107, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP107+AO107, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY107))+AP107+AO107, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ107>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ107-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD107+BC107, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY107))+BD107+BC107, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO107+BN107, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY107))+BO107+BN107, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ107+BY107, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY107))+BZ107+BY107, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK107+CJ107, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY107))+CK107+CJ107, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP107>=$CT$9), $CT$6+$CT$5+CM107, IF(AND($CO$5>0,CP107>CO$11),(CP107-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ107)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU107)),0)","v":0},{"$f":"FP107+'2-yr SBUH'!FP107","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:40:00",9.4399999999999998E-2,7.8666666666666659E-3,{"$f":"SUM(C$16:C108)","v":0.53322499999999995},0.53322499999999995,7.8666666666666885E-3,0.53322499999999995,7.8666666666666885E-3,0.53322499999999995,7.8666666666666885E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.53322499999999995,7.8666666666666885E-3,0.53322499999999995,7.8666666666666885E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.34812588140351597,7.1835394560987864E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB108+AA108, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY108))+AB108+AA108, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP108+AO108, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY108))+AP108+AO108, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ108>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ108-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD108+BC108, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY108))+BD108+BC108, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO108+BN108, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY108))+BO108+BN108, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ108+BY108, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY108))+BZ108+BY108, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK108+CJ108, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY108))+CK108+CJ108, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP108>=$CT$9), $CT$6+$CT$5+CM108, IF(AND($CO$5>0,CP108>CO$11),(CP108-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ108)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU108)),0)","v":0},{"$f":"FP108+'2-yr SBUH'!FP108","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:45:00",9.5399999999999999E-2,7.9500000000000005E-3,{"$f":"SUM(C$16:C109)","v":0.54117499999999996},0.54117499999999996,7.9500000000000126E-3,0.54117499999999996,7.9500000000000126E-3,0.54117499999999996,7.9500000000000126E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.54117499999999996,7.9500000000000126E-3,0.54117499999999996,7.9500000000000126E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.35540101828376502,7.2751368802490557E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB109+AA109, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY109))+AB109+AA109, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP109+AO109, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY109))+AP109+AO109, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ109>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ109-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD109+BC109, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY109))+BD109+BC109, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO109+BN109, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY109))+BO109+BN109, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ109+BY109, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY109))+BZ109+BY109, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK109+CJ109, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY109))+CK109+CJ109, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP109>=$CT$9), $CT$6+$CT$5+CM109, IF(AND($CO$5>0,CP109>CO$11),(CP109-CO$11)/CO$5/'CSS BMP Sizing 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["07:50:00",9.6500000000000002E-2,8.0416666666666674E-3,{"$f":"SUM(C$16:C110)","v":0.54921666666666658},0.54921666666666658,8.0416666666666137E-3,0.54921666666666658,8.0416666666666137E-3,0.54921666666666658,8.0416666666666137E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.54921666666666658,8.0416666666666137E-3,0.54921666666666658,8.0416666666666137E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.36277536235567259,7.3743440719075681E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB110+AA110, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY110))+AB110+AA110, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP110+AO110, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY110))+AP110+AO110, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ110>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ110-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD110+BC110, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY110))+BD110+BC110, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO110+BN110, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY110))+BO110+BN110, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ110+BY110, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY110))+BZ110+BY110, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK110+CJ110, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY110))+CK110+CJ110, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP110>=$CT$9), $CT$6+$CT$5+CM110, IF(AND($CO$5>0,CP110>CO$11),(CP110-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ110)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU110)),0)","v":0},{"$f":"FP110+'2-yr SBUH'!FP110","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["07:55:00",9.7500000000000003E-2,8.1250000000000003E-3,{"$f":"SUM(C$16:C111)","v":0.55734166666666662},0.55734166666666662,8.1250000000000488E-3,0.55734166666666662,8.1250000000000488E-3,0.55734166666666662,8.1250000000000488E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.55734166666666662,8.1250000000000488E-3,0.55734166666666662,8.1250000000000488E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.37024125088607063,7.4658885303980349E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB111+AA111, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY111))+AB111+AA111, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP111+AO111, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY111))+AP111+AO111, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ111>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ111-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD111+BC111, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY111))+BD111+BC111, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO111+BN111, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY111))+BO111+BN111, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ111+BY111, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY111))+BZ111+BY111, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK111+CJ111, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY111))+CK111+CJ111, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP111>=$CT$9), $CT$6+$CT$5+CM111, IF(AND($CO$5>0,CP111>CO$11),(CP111-CO$11)/CO$5/'CSS BMP Sizing 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Sizing Calculator'!$J$47,EH111))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL111+EK111, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY111))+EL111+EK111, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN111-EO111>EO$11),(EN111-EO111-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV111*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ111+EY111, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY111))+EZ111+EY111, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ111)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU111)),0)","v":0},{"$f":"FP111+'2-yr SBUH'!FP111","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:00:00",9.8599999999999993E-2,8.2166666666666673E-3,{"$f":"SUM(C$16:C112)","v":0.56555833333333327},0.56555833333333327,8.2166666666666499E-3,0.56555833333333327,8.2166666666666499E-3,0.56555833333333327,8.2166666666666499E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.56555833333333327,8.2166666666666499E-3,0.56555833333333327,8.2166666666666499E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.3778063152684728,7.5650643824021757E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB112+AA112, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY112))+AB112+AA112, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP112+AO112, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY112))+AP112+AO112, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ112>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ112-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD112+BC112, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY112))+BD112+BC112, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO112+BN112, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY112))+BO112+BN112, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ112+BY112, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY112))+BZ112+BY112, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK112+CJ112, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY112))+CK112+CJ112, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP112>=$CT$9), $CT$6+$CT$5+CM112, IF(AND($CO$5>0,CP112>CO$11),(CP112-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ112)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU112)),0)","v":0},{"$f":"FP112+'2-yr SBUH'!FP112","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:05:00",9.9699999999999997E-2,8.3083333333333325E-3,{"$f":"SUM(C$16:C113)","v":0.57386666666666664},0.57386666666666664,8.308333333333362E-3,0.57386666666666664,8.308333333333362E-3,0.57386666666666664,8.308333333333362E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.57386666666666664,8.308333333333362E-3,0.57386666666666664,8.308333333333362E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.38547054748424697,7.6642322157741694E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB113+AA113, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY113))+AB113+AA113, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP113+AO113, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY113))+AP113+AO113, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ113>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ113-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD113+BC113, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY113))+BD113+BC113, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO113+BN113, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY113))+BO113+BN113, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ113+BY113, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY113))+BZ113+BY113, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK113+CJ113, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY113))+CK113+CJ113, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP113>=$CT$9), $CT$6+$CT$5+CM113, IF(AND($CO$5>0,CP113>CO$11),(CP113-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH113<$DL$9,0.66*DJ$8*(2*32.17*DQ113*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE113+(DQ113-DE113)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ113>0, (DQ113/IF(DQ113>$DL$6+$DL$5,$DL$6+$DL$5, DQ113)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ113>0, (DQ113/IF(DQ113>$DL$6+$DL$5,$DL$6+$DL$5, DQ113)), 0)*DG$5/12/3600, IF(DH113<$DL$9,0.66*DJ$8*(2*32.17*DQ113*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE113+(DQ113-DE113)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU113+DT113, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY113))+DU113+DT113, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ113-SUM(EB113:EC113))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH113>0,EH113/IF(EH113>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH113))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL113+EK113, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY113))+EL113+EK113, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN113-EO113>EO$11),(EN113-EO113-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV113*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ113+EY113, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY113))+EZ113+EY113, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ113)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU113)),0)","v":0},{"$f":"FP113+'2-yr SBUH'!FP113","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:10:00",0.1009,8.4083333333333336E-3,{"$f":"SUM(C$16:C114)","v":0.58227499999999999},0.58227499999999999,8.408333333333351E-3,0.58227499999999999,8.408333333333351E-3,0.58227499999999999,8.408333333333351E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.58227499999999999,8.408333333333351E-3,0.58227499999999999,8.408333333333351E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.39324164323193161,7.7710957476846421E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB114+AA114, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY114))+AB114+AA114, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP114+AO114, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY114))+AP114+AO114, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ114>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ114-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD114+BC114, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY114))+BD114+BC114, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO114+BN114, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY114))+BO114+BN114, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ114+BY114, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY114))+BZ114+BY114, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK114+CJ114, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY114))+CK114+CJ114, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP114>=$CT$9), $CT$6+$CT$5+CM114, IF(AND($CO$5>0,CP114>CO$11),(CP114-CO$11)/CO$5/'CSS BMP Sizing 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Sizing Calculator'!$J$47,EH114))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL114+EK114, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY114))+EL114+EK114, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN114-EO114>EO$11),(EN114-EO114-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV114*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ114+EY114, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY114))+EZ114+EY114, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ114)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU114)),0)","v":0},{"$f":"FP114+'2-yr SBUH'!FP114","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:15:00",0.1021,8.508333333333333E-3,{"$f":"SUM(C$16:C115)","v":0.59078333333333333},0.59078333333333333,8.50833333333334E-3,0.59078333333333333,8.50833333333334E-3,0.59078333333333333,8.50833333333334E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.59078333333333333,8.50833333333334E-3,0.59078333333333333,8.50833333333334E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.40111962643396687,7.8779832020352547E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB115+AA115, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY115))+AB115+AA115, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP115+AO115, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY115))+AP115+AO115, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ115>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ115-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD115+BC115, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY115))+BD115+BC115, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO115+BN115, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY115))+BO115+BN115, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ115+BY115, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY115))+BZ115+BY115, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK115+CJ115, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY115))+CK115+CJ115, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP115>=$CT$9), $CT$6+$CT$5+CM115, IF(AND($CO$5>0,CP115>CO$11),(CP115-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP115<$CT$9,0.66*$CR$8*(2*32.17*CY115*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM115+(CY115-CM115)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY115>0,(CY115/IF(CY115>$CT$6+$CT$5,$CT$6+$CT$5,CY115)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY115>0,(CY115/IF(CY115>$CT$6+$CT$5,$CT$6+$CT$5,CY115)),0)*CO$5/12/3600, IF(CP115<$CT$9,0.66*$CR$8*(2*32.17*CY115*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM115+(CY115-CM115)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC115+DB115, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY115))+DC115+DB115, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH115>=$DL$9), $DL$5+$DL$6+DE115, IF(AND(DG$5>0,DH115>DG$11),(DH115-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH115<$DL$9,0.66*DJ$8*(2*32.17*DQ115*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE115+(DQ115-DE115)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ115>0, (DQ115/IF(DQ115>$DL$6+$DL$5,$DL$6+$DL$5, DQ115)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ115>0, (DQ115/IF(DQ115>$DL$6+$DL$5,$DL$6+$DL$5, DQ115)), 0)*DG$5/12/3600, IF(DH115<$DL$9,0.66*DJ$8*(2*32.17*DQ115*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE115+(DQ115-DE115)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU115+DT115, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY115))+DU115+DT115, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ115-SUM(EB115:EC115))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH115>0,EH115/IF(EH115>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH115))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL115+EK115, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY115))+EL115+EK115, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN115-EO115>EO$11),(EN115-EO115-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV115*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ115+EY115, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY115))+EZ115+EY115, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ115)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU115)),0)","v":0},{"$f":"FP115+'2-yr SBUH'!FP115","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:20:00",0.10340000000000001,8.6166666666666666E-3,{"$f":"SUM(C$16:C116)","v":0.59940000000000004},0.59940000000000004,8.6166666666667169E-3,0.59940000000000004,8.6166666666667169E-3,0.59940000000000004,8.6166666666667169E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.59940000000000004,8.6166666666667169E-3,0.59940000000000004,8.6166666666667169E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.40911225115628952,7.9926247223226499E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB116+AA116, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+AB116+AA116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP116+AO116, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+AP116+AO116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ116>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ116-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD116+BC116, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+BD116+BC116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO116+BN116, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+BO116+BN116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ116+BY116, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+BZ116+BY116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK116+CJ116, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+CK116+CJ116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP116>=$CT$9), $CT$6+$CT$5+CM116, IF(AND($CO$5>0,CP116>CO$11),(CP116-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP116<$CT$9,0.66*$CR$8*(2*32.17*CY116*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM116+(CY116-CM116)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY116>0,(CY116/IF(CY116>$CT$6+$CT$5,$CT$6+$CT$5,CY116)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY116>0,(CY116/IF(CY116>$CT$6+$CT$5,$CT$6+$CT$5,CY116)),0)*CO$5/12/3600, IF(CP116<$CT$9,0.66*$CR$8*(2*32.17*CY116*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM116+(CY116-CM116)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC116+DB116, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+DC116+DB116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH116>=$DL$9), $DL$5+$DL$6+DE116, IF(AND(DG$5>0,DH116>DG$11),(DH116-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH116<$DL$9,0.66*DJ$8*(2*32.17*DQ116*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE116+(DQ116-DE116)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ116>0, (DQ116/IF(DQ116>$DL$6+$DL$5,$DL$6+$DL$5, DQ116)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ116>0, (DQ116/IF(DQ116>$DL$6+$DL$5,$DL$6+$DL$5, DQ116)), 0)*DG$5/12/3600, IF(DH116<$DL$9,0.66*DJ$8*(2*32.17*DQ116*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE116+(DQ116-DE116)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU116+DT116, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+DU116+DT116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ116-SUM(EB116:EC116))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH116>0,EH116/IF(EH116>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH116))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL116+EK116, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+EL116+EK116, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN116-EO116>EO$11),(EN116-EO116-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV116*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ116+EY116, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY116))+EZ116+EY116, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ116)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU116)),0)","v":0},{"$f":"FP116+'2-yr SBUH'!FP116","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:25:00",0.1046,8.7166666666666677E-3,{"$f":"SUM(C$16:C117)","v":0.60811666666666675},0.60811666666666675,8.7166666666667059E-3,0.60811666666666675,8.7166666666667059E-3,0.60811666666666675,8.7166666666667059E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.60811666666666675,8.7166666666667059E-3,0.60811666666666675,8.7166666666667059E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.41721181887986214,8.0995677235726204E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB117+AA117, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+AB117+AA117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP117+AO117, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+AP117+AO117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ117>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ117-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD117+BC117, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+BD117+BC117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO117+BN117, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+BO117+BN117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ117+BY117, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+BZ117+BY117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK117+CJ117, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+CK117+CJ117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP117>=$CT$9), $CT$6+$CT$5+CM117, IF(AND($CO$5>0,CP117>CO$11),(CP117-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP117<$CT$9,0.66*$CR$8*(2*32.17*CY117*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM117+(CY117-CM117)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY117>0,(CY117/IF(CY117>$CT$6+$CT$5,$CT$6+$CT$5,CY117)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY117>0,(CY117/IF(CY117>$CT$6+$CT$5,$CT$6+$CT$5,CY117)),0)*CO$5/12/3600, IF(CP117<$CT$9,0.66*$CR$8*(2*32.17*CY117*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM117+(CY117-CM117)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC117+DB117, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+DC117+DB117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH117>=$DL$9), $DL$5+$DL$6+DE117, IF(AND(DG$5>0,DH117>DG$11),(DH117-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH117<$DL$9,0.66*DJ$8*(2*32.17*DQ117*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE117+(DQ117-DE117)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ117>0, (DQ117/IF(DQ117>$DL$6+$DL$5,$DL$6+$DL$5, DQ117)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ117>0, (DQ117/IF(DQ117>$DL$6+$DL$5,$DL$6+$DL$5, DQ117)), 0)*DG$5/12/3600, IF(DH117<$DL$9,0.66*DJ$8*(2*32.17*DQ117*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE117+(DQ117-DE117)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU117+DT117, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+DU117+DT117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ117-SUM(EB117:EC117))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH117>0,EH117/IF(EH117>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH117))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL117+EK117, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+EL117+EK117, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN117-EO117>EO$11),(EN117-EO117-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV117*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ117+EY117, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY117))+EZ117+EY117, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ117)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU117)),0)","v":0},{"$f":"FP117+'2-yr SBUH'!FP117","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:30:00",0.106,8.8333333333333337E-3,{"$f":"SUM(C$16:C118)","v":0.61695000000000011},0.61695000000000011,8.8333333333333597E-3,0.61695000000000011,8.8333333333333597E-3,0.61695000000000011,8.8333333333333597E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.61695000000000011,8.8333333333333597E-3,0.61695000000000011,8.8333333333333597E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.42543386050060056,8.2220416207384184E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB118+AA118, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+AB118+AA118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP118+AO118, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+AP118+AO118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ118>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ118-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD118+BC118, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+BD118+BC118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO118+BN118, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+BO118+BN118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ118+BY118, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+BZ118+BY118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK118+CJ118, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+CK118+CJ118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP118>=$CT$9), $CT$6+$CT$5+CM118, IF(AND($CO$5>0,CP118>CO$11),(CP118-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP118<$CT$9,0.66*$CR$8*(2*32.17*CY118*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM118+(CY118-CM118)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY118>0,(CY118/IF(CY118>$CT$6+$CT$5,$CT$6+$CT$5,CY118)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY118>0,(CY118/IF(CY118>$CT$6+$CT$5,$CT$6+$CT$5,CY118)),0)*CO$5/12/3600, IF(CP118<$CT$9,0.66*$CR$8*(2*32.17*CY118*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM118+(CY118-CM118)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC118+DB118, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+DC118+DB118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH118>=$DL$9), $DL$5+$DL$6+DE118, IF(AND(DG$5>0,DH118>DG$11),(DH118-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH118<$DL$9,0.66*DJ$8*(2*32.17*DQ118*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE118+(DQ118-DE118)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ118>0, (DQ118/IF(DQ118>$DL$6+$DL$5,$DL$6+$DL$5, DQ118)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ118>0, (DQ118/IF(DQ118>$DL$6+$DL$5,$DL$6+$DL$5, DQ118)), 0)*DG$5/12/3600, IF(DH118<$DL$9,0.66*DJ$8*(2*32.17*DQ118*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE118+(DQ118-DE118)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU118+DT118, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+DU118+DT118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ118-SUM(EB118:EC118))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH118>0,EH118/IF(EH118>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH118))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL118+EK118, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+EL118+EK118, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN118-EO118>EO$11),(EN118-EO118-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV118*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ118+EY118, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY118))+EZ118+EY118, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ118)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU118)),0)","v":0},{"$f":"FP118+'2-yr SBUH'!FP118","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:35:00",0.1074,8.9499999999999979E-3,{"$f":"SUM(C$16:C119)","v":0.62590000000000012},0.62590000000000012,8.9500000000000135E-3,0.62590000000000012,8.9500000000000135E-3,0.62590000000000012,8.9500000000000135E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.62590000000000012,8.9500000000000135E-3,0.62590000000000012,8.9500000000000135E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.43377845212485516,8.3445916242546048E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB119+AA119, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY119))+AB119+AA119, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP119+AO119, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY119))+AP119+AO119, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ119>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ119-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD119+BC119, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY119))+BD119+BC119, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO119+BN119, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY119))+BO119+BN119, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ119+BY119, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY119))+BZ119+BY119, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK119+CJ119, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY119))+CK119+CJ119, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP119>=$CT$9), $CT$6+$CT$5+CM119, IF(AND($CO$5>0,CP119>CO$11),(CP119-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ119)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU119)),0)","v":0},{"$f":"FP119+'2-yr SBUH'!FP119","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:40:00",0.10879999999999999,9.0666666666666656E-3,{"$f":"SUM(C$16:C120)","v":0.63496666666666679},0.63496666666666679,9.0666666666666673E-3,0.63496666666666679,9.0666666666666673E-3,0.63496666666666679,9.0666666666666673E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.63496666666666679,9.0666666666666673E-3,0.63496666666666679,9.0666666666666673E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.44224566130859821,8.4672091837430519E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB120+AA120, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY120))+AB120+AA120, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP120+AO120, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY120))+AP120+AO120, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ120>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ120-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD120+BC120, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY120))+BD120+BC120, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO120+BN120, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY120))+BO120+BN120, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ120+BY120, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY120))+BZ120+BY120, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK120+CJ120, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY120))+CK120+CJ120, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP120>=$CT$9), $CT$6+$CT$5+CM120, IF(AND($CO$5>0,CP120>CO$11),(CP120-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ120)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU120)),0)","v":0},{"$f":"FP120+'2-yr SBUH'!FP120","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:45:00",0.1103,9.1916666666666657E-3,{"$f":"SUM(C$16:C121)","v":0.6441583333333335},0.6441583333333335,9.1916666666667091E-3,0.6441583333333335,9.1916666666667091E-3,0.6441583333333335,9.1916666666667091E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.6441583333333335,9.1916666666667091E-3,0.6441583333333335,9.1916666666667091E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.45084334837916307,8.5976870705648523E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB121+AA121, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY121))+AB121+AA121, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP121+AO121, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY121))+AP121+AO121, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ121>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ121-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD121+BC121, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY121))+BD121+BC121, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO121+BN121, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY121))+BO121+BN121, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ121+BY121, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY121))+BZ121+BY121, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK121+CJ121, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY121))+CK121+CJ121, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP121>=$CT$9), $CT$6+$CT$5+CM121, IF(AND($CO$5>0,CP121>CO$11),(CP121-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP121<$CT$9,0.66*$CR$8*(2*32.17*CY121*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM121+(CY121-CM121)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY121>0,(CY121/IF(CY121>$CT$6+$CT$5,$CT$6+$CT$5,CY121)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY121>0,(CY121/IF(CY121>$CT$6+$CT$5,$CT$6+$CT$5,CY121)),0)*CO$5/12/3600, IF(CP121<$CT$9,0.66*$CR$8*(2*32.17*CY121*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM121+(CY121-CM121)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC121+DB121, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY121))+DC121+DB121, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH121>=$DL$9), $DL$5+$DL$6+DE121, IF(AND(DG$5>0,DH121>DG$11),(DH121-DG$11)/DG$5/'CSS BMP Sizing 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Sizing Calculator'!$J$47,EH121))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL121+EK121, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY121))+EL121+EK121, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN121-EO121>EO$11),(EN121-EO121-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV121*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ121+EY121, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY121))+EZ121+EY121, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ121)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU121)),0)","v":0},{"$f":"FP121+'2-yr SBUH'!FP121","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:50:00",0.1119,9.325E-3,{"$f":"SUM(C$16:C122)","v":0.65348333333333353},0.65348333333333353,9.3250000000000277E-3,0.65348333333333353,9.3250000000000277E-3,0.65348333333333353,9.3250000000000277E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.65348333333333353,9.3250000000000277E-3,0.65348333333333353,9.3250000000000277E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.45957941414474479,8.7360657655817242E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB122+AA122, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY122))+AB122+AA122, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP122+AO122, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY122))+AP122+AO122, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ122>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ122-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD122+BC122, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY122))+BD122+BC122, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO122+BN122, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY122))+BO122+BN122, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ122+BY122, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY122))+BZ122+BY122, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK122+CJ122, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY122))+CK122+CJ122, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP122>=$CT$9), $CT$6+$CT$5+CM122, IF(AND($CO$5>0,CP122>CO$11),(CP122-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP122<$CT$9,0.66*$CR$8*(2*32.17*CY122*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM122+(CY122-CM122)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY122>0,(CY122/IF(CY122>$CT$6+$CT$5,$CT$6+$CT$5,CY122)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY122>0,(CY122/IF(CY122>$CT$6+$CT$5,$CT$6+$CT$5,CY122)),0)*CO$5/12/3600, IF(CP122<$CT$9,0.66*$CR$8*(2*32.17*CY122*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM122+(CY122-CM122)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC122+DB122, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY122))+DC122+DB122, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH122>=$DL$9), $DL$5+$DL$6+DE122, IF(AND(DG$5>0,DH122>DG$11),(DH122-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH122<$DL$9,0.66*DJ$8*(2*32.17*DQ122*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE122+(DQ122-DE122)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ122>0, (DQ122/IF(DQ122>$DL$6+$DL$5,$DL$6+$DL$5, DQ122)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ122>0, (DQ122/IF(DQ122>$DL$6+$DL$5,$DL$6+$DL$5, DQ122)), 0)*DG$5/12/3600, IF(DH122<$DL$9,0.66*DJ$8*(2*32.17*DQ122*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE122+(DQ122-DE122)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU122+DT122, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY122))+DU122+DT122, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ122-SUM(EB122:EC122))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH122>0,EH122/IF(EH122>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH122))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL122+EK122, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY122))+EL122+EK122, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN122-EO122>EO$11),(EN122-EO122-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV122*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ122+EY122, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY122))+EZ122+EY122, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ122)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU122)),0)","v":0},{"$f":"FP122+'2-yr SBUH'!FP122","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["08:55:00",0.1135,9.4583333333333342E-3,{"$f":"SUM(C$16:C123)","v":0.66294166666666687},0.66294166666666687,9.4583333333333464E-3,0.66294166666666687,9.4583333333333464E-3,0.66294166666666687,9.4583333333333464E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.66294166666666687,9.4583333333333464E-3,0.66294166666666687,9.4583333333333464E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.46845397289837609,8.8745587536313009E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB123+AA123, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+AB123+AA123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP123+AO123, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+AP123+AO123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ123>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ123-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD123+BC123, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+BD123+BC123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO123+BN123, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+BO123+BN123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ123+BY123, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+BZ123+BY123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK123+CJ123, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+CK123+CJ123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP123>=$CT$9), $CT$6+$CT$5+CM123, IF(AND($CO$5>0,CP123>CO$11),(CP123-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP123<$CT$9,0.66*$CR$8*(2*32.17*CY123*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM123+(CY123-CM123)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY123>0,(CY123/IF(CY123>$CT$6+$CT$5,$CT$6+$CT$5,CY123)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY123>0,(CY123/IF(CY123>$CT$6+$CT$5,$CT$6+$CT$5,CY123)),0)*CO$5/12/3600, IF(CP123<$CT$9,0.66*$CR$8*(2*32.17*CY123*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM123+(CY123-CM123)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC123+DB123, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+DC123+DB123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH123>=$DL$9), $DL$5+$DL$6+DE123, IF(AND(DG$5>0,DH123>DG$11),(DH123-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH123<$DL$9,0.66*DJ$8*(2*32.17*DQ123*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE123+(DQ123-DE123)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ123>0, (DQ123/IF(DQ123>$DL$6+$DL$5,$DL$6+$DL$5, DQ123)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ123>0, (DQ123/IF(DQ123>$DL$6+$DL$5,$DL$6+$DL$5, DQ123)), 0)*DG$5/12/3600, IF(DH123<$DL$9,0.66*DJ$8*(2*32.17*DQ123*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE123+(DQ123-DE123)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU123+DT123, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+DU123+DT123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ123-SUM(EB123:EC123))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH123>0,EH123/IF(EH123>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH123))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL123+EK123, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+EL123+EK123, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN123-EO123>EO$11),(EN123-EO123-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV123*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ123+EY123, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY123))+EZ123+EY123, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ123)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU123)),0)","v":0},{"$f":"FP123+'2-yr SBUH'!FP123","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["09:00:00",0.1152,9.5999999999999992E-3,{"$f":"SUM(C$16:C124)","v":0.67254166666666693},0.67254166666666693,9.6000000000000529E-3,0.67254166666666693,9.6000000000000529E-3,0.67254166666666693,9.6000000000000529E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.67254166666666693,9.6000000000000529E-3,0.67254166666666693,9.6000000000000529E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.47747496534789741,9.0209924495213145E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB124+AA124, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY124))+AB124+AA124, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP124+AO124, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY124))+AP124+AO124, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ124>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ124-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD124+BC124, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY124))+BD124+BC124, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO124+BN124, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY124))+BO124+BN124, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ124+BY124, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY124))+BZ124+BY124, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK124+CJ124, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY124))+CK124+CJ124, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP124>=$CT$9), $CT$6+$CT$5+CM124, IF(AND($CO$5>0,CP124>CO$11),(CP124-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP124<$CT$9,0.66*$CR$8*(2*32.17*CY124*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM124+(CY124-CM124)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY124>0,(CY124/IF(CY124>$CT$6+$CT$5,$CT$6+$CT$5,CY124)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY124>0,(CY124/IF(CY124>$CT$6+$CT$5,$CT$6+$CT$5,CY124)),0)*CO$5/12/3600, IF(CP124<$CT$9,0.66*$CR$8*(2*32.17*CY124*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM124+(CY124-CM124)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC124+DB124, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY124))+DC124+DB124, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH124>=$DL$9), $DL$5+$DL$6+DE124, IF(AND(DG$5>0,DH124>DG$11),(DH124-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH124<$DL$9,0.66*DJ$8*(2*32.17*DQ124*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE124+(DQ124-DE124)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ124>0, (DQ124/IF(DQ124>$DL$6+$DL$5,$DL$6+$DL$5, DQ124)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ124>0, (DQ124/IF(DQ124>$DL$6+$DL$5,$DL$6+$DL$5, DQ124)), 0)*DG$5/12/3600, IF(DH124<$DL$9,0.66*DJ$8*(2*32.17*DQ124*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE124+(DQ124-DE124)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU124+DT124, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY124))+DU124+DT124, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ124-SUM(EB124:EC124))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH124>0,EH124/IF(EH124>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH124))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL124+EK124, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY124))+EL124+EK124, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN124-EO124>EO$11),(EN124-EO124-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV124*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ124+EY124, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY124))+EZ124+EY124, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ124)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU124)),0)","v":0},{"$f":"FP124+'2-yr SBUH'!FP124","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["09:05:00",0.1169,9.7416666666666676E-3,{"$f":"SUM(C$16:C125)","v":0.68228333333333357},0.68228333333333357,9.7416666666666485E-3,0.68228333333333357,9.7416666666666485E-3,0.68228333333333357,9.7416666666666485E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.68228333333333357,9.7416666666666485E-3,0.68228333333333357,9.7416666666666485E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.48664252015269288,9.1675548047954747E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB125+AA125, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+AB125+AA125, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP125+AO125, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+AP125+AO125, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ125>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ125-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD125+BC125, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+BD125+BC125, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO125+BN125, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+BO125+BN125, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ125+BY125, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+BZ125+BY125, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK125+CJ125, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+CK125+CJ125, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP125>=$CT$9), $CT$6+$CT$5+CM125, IF(AND($CO$5>0,CP125>CO$11),(CP125-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH125<$DL$9,0.66*DJ$8*(2*32.17*DQ125*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE125+(DQ125-DE125)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ125>0, (DQ125/IF(DQ125>$DL$6+$DL$5,$DL$6+$DL$5, DQ125)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ125>0, (DQ125/IF(DQ125>$DL$6+$DL$5,$DL$6+$DL$5, DQ125)), 0)*DG$5/12/3600, IF(DH125<$DL$9,0.66*DJ$8*(2*32.17*DQ125*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE125+(DQ125-DE125)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU125+DT125, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+DU125+DT125, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ125-SUM(EB125:EC125))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH125>0,EH125/IF(EH125>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH125))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL125+EK125, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+EL125+EK125, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN125-EO125>EO$11),(EN125-EO125-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV125*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ125+EY125, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY125))+EZ125+EY125, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ125)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU125)),0)","v":0},{"$f":"FP125+'2-yr SBUH'!FP125","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["09:10:00",0.1188,9.8999999999999991E-3,{"$f":"SUM(C$16:C126)","v":0.69218333333333359},0.69218333333333359,9.9000000000000199E-3,0.69218333333333359,9.9000000000000199E-3,0.69218333333333359,9.9000000000000199E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.69218333333333359,9.9000000000000199E-3,0.69218333333333359,9.9000000000000199E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.49597247336912414,9.3299532164312637E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB126+AA126, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY126))+AB126+AA126, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP126+AO126, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY126))+AP126+AO126, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ126>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ126-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD126+BC126, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY126))+BD126+BC126, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO126+BN126, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY126))+BO126+BN126, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ126+BY126, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY126))+BZ126+BY126, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK126+CJ126, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY126))+CK126+CJ126, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP126>=$CT$9), $CT$6+$CT$5+CM126, IF(AND($CO$5>0,CP126>CO$11),(CP126-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP126<$CT$9,0.66*$CR$8*(2*32.17*CY126*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM126+(CY126-CM126)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY126>0,(CY126/IF(CY126>$CT$6+$CT$5,$CT$6+$CT$5,CY126)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY126>0,(CY126/IF(CY126>$CT$6+$CT$5,$CT$6+$CT$5,CY126)),0)*CO$5/12/3600, IF(CP126<$CT$9,0.66*$CR$8*(2*32.17*CY126*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM126+(CY126-CM126)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC126+DB126, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY126))+DC126+DB126, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH126>=$DL$9), $DL$5+$DL$6+DE126, IF(AND(DG$5>0,DH126>DG$11),(DH126-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH126<$DL$9,0.66*DJ$8*(2*32.17*DQ126*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE126+(DQ126-DE126)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ126>0, (DQ126/IF(DQ126>$DL$6+$DL$5,$DL$6+$DL$5, DQ126)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ126>0, (DQ126/IF(DQ126>$DL$6+$DL$5,$DL$6+$DL$5, DQ126)), 0)*DG$5/12/3600, IF(DH126<$DL$9,0.66*DJ$8*(2*32.17*DQ126*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE126+(DQ126-DE126)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU126+DT126, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY126))+DU126+DT126, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ126-SUM(EB126:EC126))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH126>0,EH126/IF(EH126>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP 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Calculator'!$X$50*(2*32.2*FJ126)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU126)),0)","v":0},{"$f":"FP126+'2-yr SBUH'!FP126","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["09:55:00",0.14019999999999999,1.1683333333333332E-2,{"$f":"SUM(C$16:C135)","v":0.78956666666666697},0.78956666666666708,1.1683333333333601E-2,0.78956666666666708,1.1683333333333601E-2,0.78956666666666708,1.1683333333333601E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.78956666666666708,1.1683333333333601E-2,0.78956666666666708,1.1683333333333601E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.58837978559094573,1.114070799820055E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB135+AA135, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY135))+AB135+AA135, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP135+AO135, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY135))+AP135+AO135, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ135>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ135-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD135+BC135, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY135))+BD135+BC135, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO135+BN135, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY135))+BO135+BN135, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ135+BY135, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY135))+BZ135+BY135, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK135+CJ135, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY135))+CK135+CJ135, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP135>=$CT$9), $CT$6+$CT$5+CM135, IF(AND($CO$5>0,CP135>CO$11),(CP135-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ135)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU135)),0)","v":0},{"$f":"FP135+'2-yr SBUH'!FP135","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["10:10:00",0.1502,1.2516666666666667E-2,{"$f":"SUM(C$16:C138)","v":0.82624166666666687},0.82624166666666687,1.251666666666662E-2,0.82624166666666687,1.251666666666662E-2,0.82624166666666687,1.251666666666662E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.82624166666666687,1.251666666666662E-2,0.82624166666666687,1.251666666666662E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.6234346820103811,1.1977420069711697E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB138+AA138, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY138))+AB138+AA138, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP138+AO138, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY138))+AP138+AO138, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ138>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ138-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD138+BC138, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY138))+BD138+BC138, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO138+BN138, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY138))+BO138+BN138, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ138+BY138, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY138))+BZ138+BY138, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK138+CJ138, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY138))+CK138+CJ138, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP138>=$CT$9), $CT$6+$CT$5+CM138, IF(AND($CO$5>0,CP138>CO$11),(CP138-CO$11)/CO$5/'CSS BMP Sizing 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["10:45:00",0.1845,1.5375E-2,{"$f":"SUM(C$16:C145)","v":0.92433333333333367},{"$f":"IF(D145-0.2*$F$6>0,(D145-0.2*$F$6)^2/(D145+0.8*$F$6),0)","v":0.92433333333333356},1.5374999999999917E-2,{"$f":"IF($D145-0.2*$G$6>0,($D145-0.2*G$6)^2/($D145+0.8*G$6),0)","v":0.92433333333333356},1.5374999999999917E-2,0.92433333333333356,1.5374999999999917E-2,{"$f":"(F145*$F$4+H145*$G$4+J145*$H$4)/I$4","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.92433333333333356,1.5374999999999917E-2,{"$f":"IF($D145-0.2*$P$6>0,($D145-0.2*$P$6)^2/($D145+0.8*$P$6),0)","v":0.92433333333333356},1.5374999999999917E-2,{"$f":"(O145*$O$4+Q145*$P$4)/$T$9/12*$T$9/$B$6","v":{"$error":"#DIV/0!"}},{"$f":"S144+$O$10*(R145+R144-2*S144)","v":{"$error":"#DIV/0!"}},0.71773011935748798,1.4825877889738437E-2,0,{"$f":"IF(W144+$O$10*(V145+V144-2*W144)>0, W144+$O$10*(V145+V144-2*W144), 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HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY145))+BD145+BC145, 0)),0)","v":0},0,0,0,0,0,0,0,{"$f":"BG145/$B$6","v":0},0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO145+BN145, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY145))+BO145+BN145, 0)),0)","v":0},0,0,0,0,0,0,{"$f":"BU145/$B$6","v":0},{"$f":"BR145/$B$6","v":0},0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ145+BY145, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY145))+BZ145+BY145, 0)),0)","v":0},0,0,0,0,0,0,{"$f":"CF145/$B$6","v":0},{"$f":"CC145/$B$6","v":0},0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK145+CJ145, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY145))+CK145+CJ145, 0)),0)","v":0},0,{"$f":"IF(CL145>$CQ$3, IF(CV144+($CQ$3*$B$6)<$CT$9, CO144+((CL145-$CQ$3)*$B$6), CO144+(CL145*$B$6)-($CT$9-CV144)), IF(CO144=0, IF(CV144+(CL145*$B$6)<$CT$9, 0, CV144+(CL145*$B$6)-$CT$9), IF(CO144+(CL145*$B$6)-($CQ$3*$B$6)>0, IF(CV144+($CQ$3*$B$6)<$CT$9, CO144+(CL145*$B$6)-($CQ$3*$B$6), CO144+(CL145*$B$6)-($CT$9-CV144)), IF(CV144+CO144+(CL145*$B$6)<$CT$9, 0, CO144+(CL145*$B$6)-($CT$9-CV144)))))","v":0},0,{"$f":"IF(CL145>$CQ$3, IF(CV144+($CQ$3*$B$6)>$CT$9, $CT$9, CV144+($CQ$3*$B$6)), IF(CO144=0, IF(CV144+(CL145*$B$6)>$CT$9, $CT$9, CV144+(CL145*$B$6)), IF((CO144+(CL145*$B$6))-($CQ$3*$B$6)>0, IF(CV144+($CQ$3*$B$6)>$CT$9, $CT$9, CV144+($CQ$3*$B$6)), IF(CV144+CO144+(CL145*$B$6)>$CT$9, $CT$9, 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0)),0)","v":0},0,{"$f":"IF(DD145>$DI$3, IF(DN144+($DI$3*$B$6)<$DL$9, DG144+((DD145-$DI$3)*$B$6), DG144+(DD145*$B$6)-($DL$9-DN144)), IF(DG144=0, IF(DN144+(DD145*$B$6)<$DL$9, 0, DN144+(DD145*$B$6)-$DL$9), IF(DG144+(DD145*$B$6)-($DI$3*$B$6)>0, IF(DN144+($DI$3*$B$6)<$DL$9, DG144+(DD145*$B$6)-($DI$3*$B$6), DG144+(DD145*$B$6)-($DL$9-DN144)), IF(DN144+DG144+(DD145*$B$6)<$DL$9, 0, DG144+(DD145*$B$6)-($DL$9-DN144)))))","v":0},0,{"$f":"IF(DD145>$DI$3, IF(DN144+($DI$3*$B$6)>$DL$9, $DL$9, DN144+($DI$3*$B$6)), IF(DG144=0, IF(DN144+(DD145*$B$6)>$DL$9, $DL$9, DN144+(DD145*$B$6)), IF((DG144+(DD145*$B$6))-($DI$3*$B$6)>0, IF(DN144+($DI$3*$B$6)>$DL$9, $DL$9, DN144+($DI$3*$B$6)), IF(DN144+DG144+(DD145*$B$6)>$DL$9, $DL$9, DN144+DG144+(DD145*$B$6)))))","v":0},0,0,{"$f":"DS145","v":0},0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH145>=$DL$9), $DL$5+$DL$6+DE145, IF(AND(DG$5>0,DH145>DG$11),(DH145-DG$11)/DG$5/'CSS BMP Sizing 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IF(EE144+($EA$3*$B$6)<$EA$7, DY144+(DV145*$B$6)-($EA$3*$B$6), DY144+(DV145*$B$6)-($EA$7-EE144)), IF(EE144+DY144+(DV145*$B$6)<$EA$7, 0, DY144+(DV145*$B$6)-($EA$7-EE144)))))","v":0},0,{"$f":"IF(DV145>$EA$3, IF(EE144+($EA$3*$B$6)>$EA$7, $EA$7, EE144+($EA$3*$B$6)), IF(DY144=0, IF(EE144+(DV145*$B$6)>$EA$7, $EA$7, EE144+(DV145*$B$6)), IF((DY144+(DV145*$B$6))-($EA$3*$B$6)>0, IF(EE144+($EA$3*$B$6)>$EA$7, $EA$7, EE144+($EA$3*$B$6)), IF(EE144+DY144+(DV145*$B$6)>$EA$7, $EA$7, EE144+DY144+(DV145*$B$6)))))","v":0},0,0,0,0,0,{"$f":"ED145/$B$6","v":0},0,{"$f":"IF(DX$5>0,(DZ145-SUM(EB145:EC145))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH145>0,EH145/IF(EH145>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH145))*DX$5/12/3600)","v":0},{"$f":"EI145*$B$6","v":0},0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL145+EK145, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY145))+EL145+EK145, 0)),0)","v":0},0,0,{"$f":"EX145","v":0},0,0,0,{"$f":"EP145/$B$6","v":0},{"$f":"EO145/$B$6","v":0},{"$f":"IF(AND(EO$5>0,EN145-EO145>EO$11),(EN145-EO145-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV145*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ145+EY145, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY145))+EZ145+EY145, 0)),0)","v":0},{"$f":"FA145*B$6+FG144","v":0},0,0,0,0,0,{"$f":"FF145/$B$6","v":0},{"$f":"FC145/$B$6","v":0},0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ145)^0.5","v":0},{"$f":"FK145*$B$6","v":0},0,0,{"$f":"FN145+FM145","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU145)),0)","v":0},{"$f":"FP145+'2-yr SBUH'!FP145","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["11:15:00",0.2424,2.0199999999999999E-2,{"$f":"SUM(C$16:C151)","v":1.0316500000000004},1.0316500000000004,2.0199999999999996E-2,1.0316500000000004,2.0199999999999996E-2,1.0316500000000004,2.0199999999999996E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.0316500000000004,2.0199999999999996E-2,1.0316500000000004,2.0199999999999996E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.82160749255666254,1.9600637651109865E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB151+AA151, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY151))+AB151+AA151, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP151+AO151, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY151))+AP151+AO151, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ151>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ151-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD151+BC151, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY151))+BD151+BC151, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO151+BN151, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY151))+BO151+BN151, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ151+BY151, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY151))+BZ151+BY151, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK151+CJ151, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY151))+CK151+CJ151, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP151>=$CT$9), $CT$6+$CT$5+CM151, IF(AND($CO$5>0,CP151>CO$11),(CP151-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ151)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU151)),0)","v":0},{"$f":"FP151+'2-yr SBUH'!FP151","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["11:40:00",0.37169999999999997,3.0974999999999996E-2,{"$f":"SUM(C$16:C156)","v":1.1598166666666672},1.1598166666666672,3.0974999999999975E-2,1.1598166666666672,3.0974999999999975E-2,1.1598166666666672,3.0974999999999975E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.1598166666666672,3.0974999999999975E-2,1.1598166666666672,3.0974999999999975E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0.94639771909596304,3.0220370232305727E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB156+AA156, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY156))+AB156+AA156, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP156+AO156, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY156))+AP156+AO156, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ156>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ156-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD156+BC156, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY156))+BD156+BC156, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO156+BN156, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY156))+BO156+BN156, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ156+BY156, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY156))+BZ156+BY156, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK156+CJ156, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY156))+CK156+CJ156, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP156>=$CT$9), $CT$6+$CT$5+CM156, IF(AND($CO$5>0,CP156>CO$11),(CP156-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ156)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU156)),0)","v":0},{"$f":"FP156+'2-yr SBUH'!FP156","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["12:15:00",0.47370000000000001,3.9475000000000003E-2,{"$f":"SUM(C$16:C163)","v":1.6728583333333336},1.6728583333333336,3.9474999999999927E-2,1.6728583333333336,3.9474999999999927E-2,1.6728583333333336,3.9474999999999927E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.6728583333333336,3.9474999999999927E-2,1.6728583333333336,3.9474999999999927E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.4506436575034345,3.8976615067784381E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB163+AA163, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+AB163+AA163, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP163+AO163, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+AP163+AO163, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ163>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ163-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD163+BC163, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+BD163+BC163, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO163+BN163, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+BO163+BN163, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ163+BY163, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+BZ163+BY163, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK163+CJ163, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+CK163+CJ163, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP163>=$CT$9), $CT$6+$CT$5+CM163, IF(AND($CO$5>0,CP163>CO$11),(CP163-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP163<$CT$9,0.66*$CR$8*(2*32.17*CY163*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM163+(CY163-CM163)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY163>0,(CY163/IF(CY163>$CT$6+$CT$5,$CT$6+$CT$5,CY163)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY163>0,(CY163/IF(CY163>$CT$6+$CT$5,$CT$6+$CT$5,CY163)),0)*CO$5/12/3600, IF(CP163<$CT$9,0.66*$CR$8*(2*32.17*CY163*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM163+(CY163-CM163)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC163+DB163, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+DC163+DB163, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH163>=$DL$9), $DL$5+$DL$6+DE163, IF(AND(DG$5>0,DH163>DG$11),(DH163-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH163<$DL$9,0.66*DJ$8*(2*32.17*DQ163*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE163+(DQ163-DE163)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ163>0, (DQ163/IF(DQ163>$DL$6+$DL$5,$DL$6+$DL$5, DQ163)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ163>0, (DQ163/IF(DQ163>$DL$6+$DL$5,$DL$6+$DL$5, DQ163)), 0)*DG$5/12/3600, IF(DH163<$DL$9,0.66*DJ$8*(2*32.17*DQ163*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE163+(DQ163-DE163)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU163+DT163, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+DU163+DT163, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ163-SUM(EB163:EC163))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH163>0,EH163/IF(EH163>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH163))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL163+EK163, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+EL163+EK163, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN163-EO163>EO$11),(EN163-EO163-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV163*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ163+EY163, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY163))+EZ163+EY163, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ163)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU163)),0)","v":0},{"$f":"FP163+'2-yr SBUH'!FP163","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["12:30:00",0.31459999999999999,2.6216666666666666E-2,{"$f":"SUM(C$16:C166)","v":1.7614166666666669},1.7614166666666669,2.6216666666666777E-2,1.7614166666666669,2.6216666666666777E-2,1.7614166666666669,2.6216666666666777E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.7614166666666669,2.6216666666666777E-2,1.7614166666666669,2.6216666666666777E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.5381582891776169,2.591783702871453E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB166+AA166, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+AB166+AA166, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP166+AO166, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+AP166+AO166, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ166>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ166-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD166+BC166, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+BD166+BC166, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO166+BN166, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+BO166+BN166, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ166+BY166, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+BZ166+BY166, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK166+CJ166, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+CK166+CJ166, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP166>=$CT$9), $CT$6+$CT$5+CM166, IF(AND($CO$5>0,CP166>CO$11),(CP166-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP166<$CT$9,0.66*$CR$8*(2*32.17*CY166*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM166+(CY166-CM166)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY166>0,(CY166/IF(CY166>$CT$6+$CT$5,$CT$6+$CT$5,CY166)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY166>0,(CY166/IF(CY166>$CT$6+$CT$5,$CT$6+$CT$5,CY166)),0)*CO$5/12/3600, IF(CP166<$CT$9,0.66*$CR$8*(2*32.17*CY166*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM166+(CY166-CM166)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC166+DB166, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+DC166+DB166, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH166>=$DL$9), $DL$5+$DL$6+DE166, IF(AND(DG$5>0,DH166>DG$11),(DH166-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH166<$DL$9,0.66*DJ$8*(2*32.17*DQ166*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE166+(DQ166-DE166)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ166>0, (DQ166/IF(DQ166>$DL$6+$DL$5,$DL$6+$DL$5, DQ166)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ166>0, (DQ166/IF(DQ166>$DL$6+$DL$5,$DL$6+$DL$5, DQ166)), 0)*DG$5/12/3600, IF(DH166<$DL$9,0.66*DJ$8*(2*32.17*DQ166*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE166+(DQ166-DE166)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU166+DT166, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+DU166+DT166, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ166-SUM(EB166:EC166))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH166>0,EH166/IF(EH166>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH166))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL166+EK166, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+EL166+EK166, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN166-EO166>EO$11),(EN166-EO166-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV166*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ166+EY166, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY166))+EZ166+EY166, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ166)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU166)),0)","v":0},{"$f":"FP166+'2-yr SBUH'!FP166","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["13:05:00",0.2034,1.695E-2,{"$f":"SUM(C$16:C173)","v":1.901391666666667},1.901391666666667,1.6950000000000021E-2,1.901391666666667,1.6950000000000021E-2,1.901391666666667,1.6950000000000021E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.901391666666667,1.6950000000000021E-2,1.901391666666667,1.6950000000000021E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.676666217171165,1.6783021011424815E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB173+AA173, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+AB173+AA173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP173+AO173, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+AP173+AO173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ173>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ173-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD173+BC173, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+BD173+BC173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO173+BN173, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+BO173+BN173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ173+BY173, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+BZ173+BY173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK173+CJ173, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+CK173+CJ173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP173>=$CT$9), $CT$6+$CT$5+CM173, IF(AND($CO$5>0,CP173>CO$11),(CP173-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP173<$CT$9,0.66*$CR$8*(2*32.17*CY173*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM173+(CY173-CM173)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY173>0,(CY173/IF(CY173>$CT$6+$CT$5,$CT$6+$CT$5,CY173)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY173>0,(CY173/IF(CY173>$CT$6+$CT$5,$CT$6+$CT$5,CY173)),0)*CO$5/12/3600, IF(CP173<$CT$9,0.66*$CR$8*(2*32.17*CY173*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM173+(CY173-CM173)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC173+DB173, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+DC173+DB173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH173>=$DL$9), $DL$5+$DL$6+DE173, IF(AND(DG$5>0,DH173>DG$11),(DH173-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH173<$DL$9,0.66*DJ$8*(2*32.17*DQ173*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE173+(DQ173-DE173)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ173>0, (DQ173/IF(DQ173>$DL$6+$DL$5,$DL$6+$DL$5, DQ173)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ173>0, (DQ173/IF(DQ173>$DL$6+$DL$5,$DL$6+$DL$5, DQ173)), 0)*DG$5/12/3600, IF(DH173<$DL$9,0.66*DJ$8*(2*32.17*DQ173*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE173+(DQ173-DE173)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU173+DT173, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+DU173+DT173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ173-SUM(EB173:EC173))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH173>0,EH173/IF(EH173>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH173))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL173+EK173, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+EL173+EK173, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN173-EO173>EO$11),(EN173-EO173-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV173*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ173+EY173, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY173))+EZ173+EY173, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ173)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU173)),0)","v":0},{"$f":"FP173+'2-yr SBUH'!FP173","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["13:50:00",0.152,1.2666666666666666E-2,{"$f":"SUM(C$16:C182)","v":2.0299166666666668},2.0299166666666668,1.2666666666666604E-2,2.0299166666666668,1.2666666666666604E-2,2.0299166666666668,1.2666666666666604E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.0299166666666668,1.2666666666666604E-2,2.0299166666666668,1.2666666666666604E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.8040090663784629,1.2556351208052874E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB182+AA182, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+AB182+AA182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP182+AO182, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+AP182+AO182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ182>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ182-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD182+BC182, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+BD182+BC182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO182+BN182, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+BO182+BN182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ182+BY182, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+BZ182+BY182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK182+CJ182, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+CK182+CJ182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP182>=$CT$9), $CT$6+$CT$5+CM182, IF(AND($CO$5>0,CP182>CO$11),(CP182-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP182<$CT$9,0.66*$CR$8*(2*32.17*CY182*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM182+(CY182-CM182)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY182>0,(CY182/IF(CY182>$CT$6+$CT$5,$CT$6+$CT$5,CY182)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY182>0,(CY182/IF(CY182>$CT$6+$CT$5,$CT$6+$CT$5,CY182)),0)*CO$5/12/3600, IF(CP182<$CT$9,0.66*$CR$8*(2*32.17*CY182*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM182+(CY182-CM182)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC182+DB182, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+DC182+DB182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH182>=$DL$9), $DL$5+$DL$6+DE182, IF(AND(DG$5>0,DH182>DG$11),(DH182-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH182<$DL$9,0.66*DJ$8*(2*32.17*DQ182*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE182+(DQ182-DE182)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ182>0, (DQ182/IF(DQ182>$DL$6+$DL$5,$DL$6+$DL$5, DQ182)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ182>0, (DQ182/IF(DQ182>$DL$6+$DL$5,$DL$6+$DL$5, DQ182)), 0)*DG$5/12/3600, IF(DH182<$DL$9,0.66*DJ$8*(2*32.17*DQ182*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE182+(DQ182-DE182)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU182+DT182, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+DU182+DT182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ182-SUM(EB182:EC182))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH182>0,EH182/IF(EH182>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH182))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL182+EK182, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+EL182+EK182, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN182-EO182>EO$11),(EN182-EO182-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV182*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ182+EY182, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY182))+EZ182+EY182, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ182)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU182)),0)","v":0},{"$f":"FP182+'2-yr SBUH'!FP182","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["14:00:00",0.1449,1.2075000000000001E-2,{"$f":"SUM(C$16:C184)","v":2.0543583333333335},2.0543583333333335,1.2074999999999836E-2,2.0543583333333335,1.2074999999999836E-2,2.0543583333333335,1.2074999999999836E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.0543583333333335,1.2074999999999836E-2,2.0543583333333335,1.2074999999999836E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.8282414297108103,1.1972176946432045E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB184+AA184, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+AB184+AA184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP184+AO184, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+AP184+AO184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ184>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ184-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD184+BC184, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+BD184+BC184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO184+BN184, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+BO184+BN184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ184+BY184, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+BZ184+BY184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK184+CJ184, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+CK184+CJ184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP184>=$CT$9), $CT$6+$CT$5+CM184, IF(AND($CO$5>0,CP184>CO$11),(CP184-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP184<$CT$9,0.66*$CR$8*(2*32.17*CY184*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM184+(CY184-CM184)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY184>0,(CY184/IF(CY184>$CT$6+$CT$5,$CT$6+$CT$5,CY184)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY184>0,(CY184/IF(CY184>$CT$6+$CT$5,$CT$6+$CT$5,CY184)),0)*CO$5/12/3600, IF(CP184<$CT$9,0.66*$CR$8*(2*32.17*CY184*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM184+(CY184-CM184)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC184+DB184, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+DC184+DB184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH184>=$DL$9), $DL$5+$DL$6+DE184, IF(AND(DG$5>0,DH184>DG$11),(DH184-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH184<$DL$9,0.66*DJ$8*(2*32.17*DQ184*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE184+(DQ184-DE184)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ184>0, (DQ184/IF(DQ184>$DL$6+$DL$5,$DL$6+$DL$5, DQ184)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ184>0, (DQ184/IF(DQ184>$DL$6+$DL$5,$DL$6+$DL$5, DQ184)), 0)*DG$5/12/3600, IF(DH184<$DL$9,0.66*DJ$8*(2*32.17*DQ184*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE184+(DQ184-DE184)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU184+DT184, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+DU184+DT184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ184-SUM(EB184:EC184))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH184>0,EH184/IF(EH184>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH184))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL184+EK184, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+EL184+EK184, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN184-EO184>EO$11),(EN184-EO184-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV184*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ184+EY184, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY184))+EZ184+EY184, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ184)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU184)),0)","v":0},{"$f":"FP184+'2-yr SBUH'!FP184","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["14:35:00",0.12590000000000001,1.0491666666666668E-2,{"$f":"SUM(C$16:C191)","v":2.1322083333333328},2.1322083333333328,1.0491666666666788E-2,2.1322083333333328,1.0491666666666788E-2,2.1322083333333328,1.0491666666666788E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.1322083333333328,1.0491666666666788E-2,2.1322083333333328,1.0491666666666788E-2,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.9054544782989946,1.0408356647171102E-2,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB191+AA191, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY191))+AB191+AA191, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP191+AO191, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY191))+AP191+AO191, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ191>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ191-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD191+BC191, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY191))+BD191+BC191, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO191+BN191, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY191))+BO191+BN191, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ191+BY191, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY191))+BZ191+BY191, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK191+CJ191, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY191))+CK191+CJ191, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP191>=$CT$9), $CT$6+$CT$5+CM191, IF(AND($CO$5>0,CP191>CO$11),(CP191-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ191)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU191)),0)","v":0},{"$f":"FP191+'2-yr SBUH'!FP191","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["15:20:00",0.1096,9.1333333333333336E-3,{"$f":"SUM(C$16:C200)","v":2.2194333333333325},2.2194333333333325,9.1333333333332156E-3,2.2194333333333325,9.1333333333332156E-3,2.2194333333333325,9.1333333333332156E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.2194333333333325,9.1333333333332156E-3,2.2194333333333325,9.1333333333332156E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},1.9920152652683494,9.0660717872503849E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB200+AA200, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY200))+AB200+AA200, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP200+AO200, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY200))+AP200+AO200, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ200>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ200-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD200+BC200, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY200))+BD200+BC200, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO200+BN200, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY200))+BO200+BN200, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ200+BY200, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY200))+BZ200+BY200, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK200+CJ200, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY200))+CK200+CJ200, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP200>=$CT$9), $CT$6+$CT$5+CM200, IF(AND($CO$5>0,CP200>CO$11),(CP200-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ200)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU200)),0)","v":0},{"$f":"FP200+'2-yr SBUH'!FP200","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["15:35:00",0.1053,8.7749999999999998E-3,{"$f":"SUM(C$16:C203)","v":2.2461083333333325},2.2461083333333325,8.7749999999999773E-3,2.2461083333333325,8.7749999999999773E-3,2.2461083333333325,8.7749999999999773E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.2461083333333325,8.7749999999999773E-3,2.2461083333333325,8.7749999999999773E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.0184967394125191,8.7118124880647407E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB203+AA203, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY203))+AB203+AA203, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP203+AO203, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY203))+AP203+AO203, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ203>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ203-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD203+BC203, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY203))+BD203+BC203, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO203+BN203, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY203))+BO203+BN203, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ203+BY203, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY203))+BZ203+BY203, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK203+CJ203, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY203))+CK203+CJ203, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP203>=$CT$9), $CT$6+$CT$5+CM203, IF(AND($CO$5>0,CP203>CO$11),(CP203-CO$11)/CO$5/'CSS BMP Sizing 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Liner)\", AB208+AA208, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY208))+AB208+AA208, 0)),0)","v":0},{"$f":"IF($AF$5>0,AF208/$AF$5,0)","v":0},0,0,0,{"$f":"IF(AE208>$AH$5,AE208-$AH$5,0)","v":0},{"$f":"IF(AG$8<=AG208, AG$8,AG208)","v":0},0,0,0,0,0,{"$f":"IF($T$9>0,$S208/$T$9*AS$2,0)","v":0},{"$f":"IF($Q$4>0,(AS$3)/$Q$4*$W208,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP208+AO208, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY208))+AP208+AO208, 0)),0)","v":0},0,{"$f":"IF(AR208>($AS$6+$AS$7),AR208-($AS$6+$AS$7),0)","v":0},0,{"$f":"IF(AT$9<=AR208-AS208-AT208, AT$9,AR208-AS208-AT208)","v":0},{"$f":"IF(BA208*$B$6<=AR208-AS208-AT208-AU208, IF(AND(AR208-(BA208*$B$6)<$AS$6,BA208>0), AR208-$AS$6, 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Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO208+BN208, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY208))+BO208+BN208, 0)),0)","v":0},0,{"$f":"IF(BQ208>BR$6,BQ208-BR$6,0)","v":0},{"$f":"IF(BS$8<=BQ208-BR208, BS$8,BQ208-BR208)","v":0},0,0,{"$f":"BQ208-SUM(BR208:BU208)","v":0},0,0,{"$f":"IF($T$9>0,$S208/$T$9*CC$2,0)","v":0},{"$f":"IF($Q$4>0,(CC$3+CC$5)/$Q$4*$W208,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ208+BY208, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY208))+BZ208+BY208, 0)),0)","v":0},0,{"$f":"IF(CB208>CC$6,CB208-CC$6,0)","v":0},{"$f":"IF(CD$8<=CB208-CC208, 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Roof\", DU208+DT208, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY208))+DU208+DT208, 0)),0)","v":0},{"$f":"IF($DX$5>0,DY208/$DX$5,0)","v":0},0,0,0,{"$f":"IF(DX208>$EA$6,DX208-$EA$6,0)","v":0},{"$f":"IF(DY$8<=DZ208, DY$8,DZ208)","v":0},0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ208-SUM(EB208:EC208))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH208>0,EH208/IF(EH208>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH208))*DX$5/12/3600)","v":0},0,{"$f":"IF($T$9>0,$S208/$T$9*EO$2,0)","v":0},{"$f":"IF($Q$4>0,(EO$3+EO$5)/$Q$4*$W208,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL208+EK208, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY208))+EL208+EK208, 0)),0)","v":0},0,{"$f":"IF(EN208>EO$6,EN208-EO$6,0)","v":0},0,0,{"$f":"IF(EP$8<=EN208-EO208-EP208-EQ208, EP$8,EN208-EO208-EP208-EQ208)","v":0},{"$f":"EN208-SUM(EO208:ER208)","v":0},0,0,{"$f":"IF(AND(EO$5>0,EN208-EO208>EO$11),(EN208-EO208-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV208*0.41)^0.5","v":0},{"$f":"IF(EN208-EO208>EO$11,IF(EW208*$B$6>EN208-EO208-EO$11,EN208-EO208-EO$11,EW208*$B$6),0)","v":0},{"$f":"IF($T$9>0,$S208/$T$9*FC$2,0)","v":0},{"$f":"IF($Q$4>0,(FC$3)/$Q$4*$W208,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ208+EY208, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY208))+EZ208+EY208, 0)),0)","v":0},0,{"$f":"IF(FB208>FC$6,FB208-FC$6,0)","v":0},{"$f":"IF(FD$8<=FB208-FC208, FD$8,FB208-FC208)","v":0},0,0,{"$f":"FB208-SUM(FC208:FF208)","v":0},0,0,{"$f":"IF(FC$5>0,(FB208-SUM(FC208:FE208))/FC$5,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ208)^0.5","v":0},0,{"$f":"IF($T$9>0,$S208/$T$9*FO$3,0)","v":0},{"$f":"IF($Q$4>0,FO$4/$Q$4*$W208,0)","v":0},0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU208)),0)","v":0},{"$f":"FP208+'2-yr SBUH'!FP208","v":0},null,null,null,{"$f":"AM208+AN208","v":0},{"$f":"DO208+DP208","v":0},{"$f":"CW208+CX208","v":0},{"$f":"AX208+AY208","v":0},{"$f":"FH208+FI208","v":0},{"$f":"BW208+BX208","v":0},{"$f":"BL208+BM208","v":0},{"$f":"CH208+CI208","v":0},{"$f":"ET208+EU208","v":0},{"$f":"EF208+EG208","v":0}]
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BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+AP212+AO212, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ212>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ212-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD212+BC212, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+BD212+BC212, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO212+BN212, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+BO212+BN212, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ212+BY212, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+BZ212+BY212, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK212+CJ212, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+CK212+CJ212, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP212>=$CT$9), $CT$6+$CT$5+CM212, IF(AND($CO$5>0,CP212>CO$11),(CP212-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP212<$CT$9,0.66*$CR$8*(2*32.17*CY212*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM212+(CY212-CM212)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY212>0,(CY212/IF(CY212>$CT$6+$CT$5,$CT$6+$CT$5,CY212)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY212>0,(CY212/IF(CY212>$CT$6+$CT$5,$CT$6+$CT$5,CY212)),0)*CO$5/12/3600, IF(CP212<$CT$9,0.66*$CR$8*(2*32.17*CY212*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM212+(CY212-CM212)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC212+DB212, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+DC212+DB212, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH212>=$DL$9), $DL$5+$DL$6+DE212, IF(AND(DG$5>0,DH212>DG$11),(DH212-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH212<$DL$9,0.66*DJ$8*(2*32.17*DQ212*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE212+(DQ212-DE212)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ212>0, (DQ212/IF(DQ212>$DL$6+$DL$5,$DL$6+$DL$5, DQ212)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ212>0, (DQ212/IF(DQ212>$DL$6+$DL$5,$DL$6+$DL$5, DQ212)), 0)*DG$5/12/3600, IF(DH212<$DL$9,0.66*DJ$8*(2*32.17*DQ212*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE212+(DQ212-DE212)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU212+DT212, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+DU212+DT212, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ212-SUM(EB212:EC212))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH212>0,EH212/IF(EH212>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH212))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL212+EK212, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+EL212+EK212, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN212-EO212>EO$11),(EN212-EO212-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV212*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ212+EY212, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY212))+EZ212+EY212, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ212)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU212)),0)","v":0},{"$f":"FP212+'2-yr SBUH'!FP212","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["16:55:00",8.8599999999999998E-2,7.3833333333333338E-3,{"$f":"SUM(C$16:C219)","v":2.3737916666666656},2.3737916666666656,7.3833333333332973E-3,2.3737916666666656,7.3833333333332973E-3,2.3737916666666656,7.3833333333332973E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.3737916666666656,7.3833333333332973E-3,2.3737916666666656,7.3833333333332973E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.1453100959334859,7.3354189833678696E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB219+AA219, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+AB219+AA219, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP219+AO219, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+AP219+AO219, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ219>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ219-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD219+BC219, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+BD219+BC219, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO219+BN219, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+BO219+BN219, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ219+BY219, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+BZ219+BY219, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK219+CJ219, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+CK219+CJ219, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP219>=$CT$9), $CT$6+$CT$5+CM219, IF(AND($CO$5>0,CP219>CO$11),(CP219-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP219<$CT$9,0.66*$CR$8*(2*32.17*CY219*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM219+(CY219-CM219)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY219>0,(CY219/IF(CY219>$CT$6+$CT$5,$CT$6+$CT$5,CY219)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY219>0,(CY219/IF(CY219>$CT$6+$CT$5,$CT$6+$CT$5,CY219)),0)*CO$5/12/3600, IF(CP219<$CT$9,0.66*$CR$8*(2*32.17*CY219*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM219+(CY219-CM219)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC219+DB219, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+DC219+DB219, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH219>=$DL$9), $DL$5+$DL$6+DE219, IF(AND(DG$5>0,DH219>DG$11),(DH219-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH219<$DL$9,0.66*DJ$8*(2*32.17*DQ219*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE219+(DQ219-DE219)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ219>0, (DQ219/IF(DQ219>$DL$6+$DL$5,$DL$6+$DL$5, DQ219)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ219>0, (DQ219/IF(DQ219>$DL$6+$DL$5,$DL$6+$DL$5, DQ219)), 0)*DG$5/12/3600, IF(DH219<$DL$9,0.66*DJ$8*(2*32.17*DQ219*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE219+(DQ219-DE219)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU219+DT219, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+DU219+DT219, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ219-SUM(EB219:EC219))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH219>0,EH219/IF(EH219>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH219))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL219+EK219, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+EL219+EK219, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN219-EO219>EO$11),(EN219-EO219-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV219*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ219+EY219, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY219))+EZ219+EY219, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ219)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU219)),0)","v":0},{"$f":"FP219+'2-yr SBUH'!FP219","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["17:40:00",8.2000000000000003E-2,6.8333333333333336E-3,{"$f":"SUM(C$16:C228)","v":2.4374249999999984},2.4374249999999984,6.8333333333332469E-3,2.4374249999999984,6.8333333333332469E-3,2.4374249999999984,6.8333333333332469E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.4374249999999984,6.8333333333332469E-3,2.4374249999999984,6.8333333333332469E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.2085417553281954,6.7911436969558814E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB228+AA228, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+AB228+AA228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP228+AO228, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+AP228+AO228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ228>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ228-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD228+BC228, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+BD228+BC228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO228+BN228, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+BO228+BN228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ228+BY228, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+BZ228+BY228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK228+CJ228, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+CK228+CJ228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP228>=$CT$9), $CT$6+$CT$5+CM228, IF(AND($CO$5>0,CP228>CO$11),(CP228-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP228<$CT$9,0.66*$CR$8*(2*32.17*CY228*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM228+(CY228-CM228)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY228>0,(CY228/IF(CY228>$CT$6+$CT$5,$CT$6+$CT$5,CY228)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY228>0,(CY228/IF(CY228>$CT$6+$CT$5,$CT$6+$CT$5,CY228)),0)*CO$5/12/3600, IF(CP228<$CT$9,0.66*$CR$8*(2*32.17*CY228*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM228+(CY228-CM228)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC228+DB228, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+DC228+DB228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH228>=$DL$9), $DL$5+$DL$6+DE228, IF(AND(DG$5>0,DH228>DG$11),(DH228-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH228<$DL$9,0.66*DJ$8*(2*32.17*DQ228*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE228+(DQ228-DE228)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ228>0, (DQ228/IF(DQ228>$DL$6+$DL$5,$DL$6+$DL$5, DQ228)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ228>0, (DQ228/IF(DQ228>$DL$6+$DL$5,$DL$6+$DL$5, DQ228)), 0)*DG$5/12/3600, IF(DH228<$DL$9,0.66*DJ$8*(2*32.17*DQ228*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE228+(DQ228-DE228)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU228+DT228, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+DU228+DT228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ228-SUM(EB228:EC228))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH228>0,EH228/IF(EH228>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH228))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL228+EK228, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+EL228+EK228, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN228-EO228>EO$11),(EN228-EO228-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV228*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ228+EY228, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY228))+EZ228+EY228, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ228)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU228)),0)","v":0},{"$f":"FP228+'2-yr SBUH'!FP228","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["17:55:00",8.0100000000000005E-2,6.6750000000000004E-3,{"$f":"SUM(C$16:C231)","v":2.4576083333333316},2.4576083333333316,6.6749999999999865E-3,2.4576083333333316,6.6749999999999865E-3,2.4576083333333316,6.6749999999999865E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.4576083333333316,6.6749999999999865E-3,2.4576083333333316,6.6749999999999865E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.2286017594340657,6.6344235131285956E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB231+AA231, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+AB231+AA231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP231+AO231, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+AP231+AO231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ231>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ231-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD231+BC231, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+BD231+BC231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO231+BN231, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+BO231+BN231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ231+BY231, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+BZ231+BY231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK231+CJ231, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+CK231+CJ231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP231>=$CT$9), $CT$6+$CT$5+CM231, IF(AND($CO$5>0,CP231>CO$11),(CP231-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP231<$CT$9,0.66*$CR$8*(2*32.17*CY231*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM231+(CY231-CM231)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY231>0,(CY231/IF(CY231>$CT$6+$CT$5,$CT$6+$CT$5,CY231)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY231>0,(CY231/IF(CY231>$CT$6+$CT$5,$CT$6+$CT$5,CY231)),0)*CO$5/12/3600, IF(CP231<$CT$9,0.66*$CR$8*(2*32.17*CY231*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM231+(CY231-CM231)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC231+DB231, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+DC231+DB231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH231>=$DL$9), $DL$5+$DL$6+DE231, IF(AND(DG$5>0,DH231>DG$11),(DH231-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH231<$DL$9,0.66*DJ$8*(2*32.17*DQ231*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE231+(DQ231-DE231)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ231>0, (DQ231/IF(DQ231>$DL$6+$DL$5,$DL$6+$DL$5, DQ231)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ231>0, (DQ231/IF(DQ231>$DL$6+$DL$5,$DL$6+$DL$5, DQ231)), 0)*DG$5/12/3600, IF(DH231<$DL$9,0.66*DJ$8*(2*32.17*DQ231*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE231+(DQ231-DE231)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU231+DT231, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+DU231+DT231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ231-SUM(EB231:EC231))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH231>0,EH231/IF(EH231>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH231))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL231+EK231, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+EL231+EK231, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN231-EO231>EO$11),(EN231-EO231-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV231*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ231+EY231, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY231))+EZ231+EY231, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ231)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU231)),0)","v":0},{"$f":"FP231+'2-yr SBUH'!FP231","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["18:35:00",7.5600000000000001E-2,6.3E-3,{"$f":"SUM(C$16:C239)","v":2.5092833333333315},2.5092833333333315,6.2999999999999723E-3,2.5092833333333315,6.2999999999999723E-3,2.5092833333333315,6.2999999999999723E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.5092833333333315,6.2999999999999723E-3,2.5092833333333315,6.2999999999999723E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.2799694919357503,6.2631767493099844E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB239+AA239, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+AB239+AA239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP239+AO239, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+AP239+AO239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ239>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ239-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD239+BC239, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+BD239+BC239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO239+BN239, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+BO239+BN239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ239+BY239, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+BZ239+BY239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK239+CJ239, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+CK239+CJ239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP239>=$CT$9), $CT$6+$CT$5+CM239, IF(AND($CO$5>0,CP239>CO$11),(CP239-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP239<$CT$9,0.66*$CR$8*(2*32.17*CY239*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM239+(CY239-CM239)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY239>0,(CY239/IF(CY239>$CT$6+$CT$5,$CT$6+$CT$5,CY239)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY239>0,(CY239/IF(CY239>$CT$6+$CT$5,$CT$6+$CT$5,CY239)),0)*CO$5/12/3600, IF(CP239<$CT$9,0.66*$CR$8*(2*32.17*CY239*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM239+(CY239-CM239)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC239+DB239, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+DC239+DB239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH239>=$DL$9), $DL$5+$DL$6+DE239, IF(AND(DG$5>0,DH239>DG$11),(DH239-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH239<$DL$9,0.66*DJ$8*(2*32.17*DQ239*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE239+(DQ239-DE239)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ239>0, (DQ239/IF(DQ239>$DL$6+$DL$5,$DL$6+$DL$5, DQ239)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ239>0, (DQ239/IF(DQ239>$DL$6+$DL$5,$DL$6+$DL$5, DQ239)), 0)*DG$5/12/3600, IF(DH239<$DL$9,0.66*DJ$8*(2*32.17*DQ239*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE239+(DQ239-DE239)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU239+DT239, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+DU239+DT239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ239-SUM(EB239:EC239))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH239>0,EH239/IF(EH239>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH239))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL239+EK239, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+EL239+EK239, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN239-EO239>EO$11),(EN239-EO239-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV239*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ239+EY239, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY239))+EZ239+EY239, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ239)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU239)),0)","v":0},{"$f":"FP239+'2-yr SBUH'!FP239","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["19:10:00",7.22E-2,6.0166666666666667E-3,{"$f":"SUM(C$16:C246)","v":2.5522249999999982},2.5522249999999982,6.0166666666665591E-3,2.5522249999999982,6.0166666666665591E-3,2.5522249999999982,6.0166666666665591E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.5522249999999982,6.0166666666665591E-3,2.5522249999999982,6.0166666666665591E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.3226647176595949,5.9826077676747857E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB246+AA246, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+AB246+AA246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP246+AO246, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+AP246+AO246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ246>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ246-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD246+BC246, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+BD246+BC246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO246+BN246, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+BO246+BN246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ246+BY246, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+BZ246+BY246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK246+CJ246, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+CK246+CJ246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP246>=$CT$9), $CT$6+$CT$5+CM246, IF(AND($CO$5>0,CP246>CO$11),(CP246-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP246<$CT$9,0.66*$CR$8*(2*32.17*CY246*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM246+(CY246-CM246)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY246>0,(CY246/IF(CY246>$CT$6+$CT$5,$CT$6+$CT$5,CY246)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY246>0,(CY246/IF(CY246>$CT$6+$CT$5,$CT$6+$CT$5,CY246)),0)*CO$5/12/3600, IF(CP246<$CT$9,0.66*$CR$8*(2*32.17*CY246*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM246+(CY246-CM246)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC246+DB246, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+DC246+DB246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH246>=$DL$9), $DL$5+$DL$6+DE246, IF(AND(DG$5>0,DH246>DG$11),(DH246-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH246<$DL$9,0.66*DJ$8*(2*32.17*DQ246*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE246+(DQ246-DE246)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ246>0, (DQ246/IF(DQ246>$DL$6+$DL$5,$DL$6+$DL$5, DQ246)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ246>0, (DQ246/IF(DQ246>$DL$6+$DL$5,$DL$6+$DL$5, DQ246)), 0)*DG$5/12/3600, IF(DH246<$DL$9,0.66*DJ$8*(2*32.17*DQ246*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE246+(DQ246-DE246)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU246+DT246, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+DU246+DT246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ246-SUM(EB246:EC246))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH246>0,EH246/IF(EH246>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH246))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL246+EK246, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+EL246+EK246, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN246-EO246>EO$11),(EN246-EO246-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV246*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ246+EY246, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY246))+EZ246+EY246, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ246)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU246)),0)","v":0},{"$f":"FP246+'2-yr SBUH'!FP246","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["19:15:00",7.17E-2,5.9749999999999994E-3,{"$f":"SUM(C$16:C247)","v":2.558199999999998},2.558199999999998,5.9749999999998415E-3,2.558199999999998,5.9749999999998415E-3,2.558199999999998,5.9749999999998415E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.558199999999998,5.9749999999998415E-3,2.558199999999998,5.9749999999998415E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.3286060436609102,5.9413260013152502E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB247+AA247, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY247))+AB247+AA247, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP247+AO247, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY247))+AP247+AO247, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ247>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ247-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD247+BC247, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY247))+BD247+BC247, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO247+BN247, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY247))+BO247+BN247, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ247+BY247, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY247))+BZ247+BY247, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK247+CJ247, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY247))+CK247+CJ247, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP247>=$CT$9), $CT$6+$CT$5+CM247, IF(AND($CO$5>0,CP247>CO$11),(CP247-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP247<$CT$9,0.66*$CR$8*(2*32.17*CY247*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM247+(CY247-CM247)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY247>0,(CY247/IF(CY247>$CT$6+$CT$5,$CT$6+$CT$5,CY247)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY247>0,(CY247/IF(CY247>$CT$6+$CT$5,$CT$6+$CT$5,CY247)),0)*CO$5/12/3600, IF(CP247<$CT$9,0.66*$CR$8*(2*32.17*CY247*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM247+(CY247-CM247)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC247+DB247, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY247))+DC247+DB247, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH247>=$DL$9), $DL$5+$DL$6+DE247, IF(AND(DG$5>0,DH247>DG$11),(DH247-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH247<$DL$9,0.66*DJ$8*(2*32.17*DQ247*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE247+(DQ247-DE247)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ247>0, (DQ247/IF(DQ247>$DL$6+$DL$5,$DL$6+$DL$5, DQ247)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ247>0, (DQ247/IF(DQ247>$DL$6+$DL$5,$DL$6+$DL$5, DQ247)), 0)*DG$5/12/3600, IF(DH247<$DL$9,0.66*DJ$8*(2*32.17*DQ247*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE247+(DQ247-DE247)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU247+DT247, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY247))+DU247+DT247, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ247-SUM(EB247:EC247))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH247>0,EH247/IF(EH247>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH247))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL247+EK247, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY247))+EL247+EK247, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN247-EO247>EO$11),(EN247-EO247-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV247*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ247+EY247, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY247))+EZ247+EY247, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ247)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU247)),0)","v":0},{"$f":"FP247+'2-yr SBUH'!FP247","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["20:00:00",6.8000000000000005E-2,5.6666666666666671E-3,{"$f":"SUM(C$16:C256)","v":2.6104166666666639},2.6104166666666639,5.6666666666664867E-3,2.6104166666666639,5.6666666666664867E-3,2.6104166666666639,5.6666666666664867E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.6104166666666639,5.6666666666664867E-3,2.6104166666666639,5.6666666666664867E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.3805346008676449,5.6359262071303817E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB256+AA256, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+AB256+AA256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP256+AO256, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+AP256+AO256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ256>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ256-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD256+BC256, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+BD256+BC256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO256+BN256, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+BO256+BN256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ256+BY256, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+BZ256+BY256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK256+CJ256, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+CK256+CJ256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP256>=$CT$9), $CT$6+$CT$5+CM256, IF(AND($CO$5>0,CP256>CO$11),(CP256-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP256<$CT$9,0.66*$CR$8*(2*32.17*CY256*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM256+(CY256-CM256)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY256>0,(CY256/IF(CY256>$CT$6+$CT$5,$CT$6+$CT$5,CY256)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY256>0,(CY256/IF(CY256>$CT$6+$CT$5,$CT$6+$CT$5,CY256)),0)*CO$5/12/3600, IF(CP256<$CT$9,0.66*$CR$8*(2*32.17*CY256*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM256+(CY256-CM256)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC256+DB256, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+DC256+DB256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH256>=$DL$9), $DL$5+$DL$6+DE256, IF(AND(DG$5>0,DH256>DG$11),(DH256-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH256<$DL$9,0.66*DJ$8*(2*32.17*DQ256*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE256+(DQ256-DE256)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ256>0, (DQ256/IF(DQ256>$DL$6+$DL$5,$DL$6+$DL$5, DQ256)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ256>0, (DQ256/IF(DQ256>$DL$6+$DL$5,$DL$6+$DL$5, DQ256)), 0)*DG$5/12/3600, IF(DH256<$DL$9,0.66*DJ$8*(2*32.17*DQ256*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE256+(DQ256-DE256)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU256+DT256, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+DU256+DT256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ256-SUM(EB256:EC256))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH256>0,EH256/IF(EH256>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH256))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL256+EK256, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+EL256+EK256, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN256-EO256>EO$11),(EN256-EO256-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV256*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ256+EY256, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY256))+EZ256+EY256, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ256)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU256)),0)","v":0},{"$f":"FP256+'2-yr SBUH'!FP256","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["20:15:00",6.6900000000000001E-2,5.5750000000000001E-3,{"$f":"SUM(C$16:C259)","v":2.627224999999997},2.627224999999997,5.5749999999998856E-3,2.627224999999997,5.5749999999998856E-3,2.627224999999997,5.5749999999998856E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.627224999999997,5.5749999999998856E-3,2.627224999999997,5.5749999999998856E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.3972524869628158,5.5451214029438312E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB259+AA259, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+AB259+AA259, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP259+AO259, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+AP259+AO259, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ259>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ259-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD259+BC259, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+BD259+BC259, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO259+BN259, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+BO259+BN259, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ259+BY259, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+BZ259+BY259, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK259+CJ259, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+CK259+CJ259, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP259>=$CT$9), $CT$6+$CT$5+CM259, IF(AND($CO$5>0,CP259>CO$11),(CP259-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP259<$CT$9,0.66*$CR$8*(2*32.17*CY259*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM259+(CY259-CM259)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY259>0,(CY259/IF(CY259>$CT$6+$CT$5,$CT$6+$CT$5,CY259)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY259>0,(CY259/IF(CY259>$CT$6+$CT$5,$CT$6+$CT$5,CY259)),0)*CO$5/12/3600, IF(CP259<$CT$9,0.66*$CR$8*(2*32.17*CY259*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM259+(CY259-CM259)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC259+DB259, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+DC259+DB259, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH259>=$DL$9), $DL$5+$DL$6+DE259, IF(AND(DG$5>0,DH259>DG$11),(DH259-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH259<$DL$9,0.66*DJ$8*(2*32.17*DQ259*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE259+(DQ259-DE259)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ259>0, (DQ259/IF(DQ259>$DL$6+$DL$5,$DL$6+$DL$5, DQ259)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ259>0, (DQ259/IF(DQ259>$DL$6+$DL$5,$DL$6+$DL$5, DQ259)), 0)*DG$5/12/3600, IF(DH259<$DL$9,0.66*DJ$8*(2*32.17*DQ259*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE259+(DQ259-DE259)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU259+DT259, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+DU259+DT259, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ259-SUM(EB259:EC259))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH259>0,EH259/IF(EH259>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH259))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL259+EK259, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+EL259+EK259, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN259-EO259>EO$11),(EN259-EO259-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV259*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ259+EY259, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY259))+EZ259+EY259, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ259)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU259)),0)","v":0},{"$f":"FP259+'2-yr SBUH'!FP259","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["20:45:00",6.4799999999999996E-2,5.3999999999999994E-3,{"$f":"SUM(C$16:C265)","v":2.6600333333333301},2.6600333333333301,5.3999999999998494E-3,2.6600333333333301,5.3999999999998494E-3,2.6600333333333301,5.3999999999998494E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.6600333333333301,5.3999999999998494E-3,2.6600333333333301,5.3999999999998494E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.4298873781368679,5.3717304162699264E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB265+AA265, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+AB265+AA265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP265+AO265, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+AP265+AO265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ265>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ265-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD265+BC265, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+BD265+BC265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO265+BN265, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+BO265+BN265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ265+BY265, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+BZ265+BY265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK265+CJ265, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+CK265+CJ265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP265>=$CT$9), $CT$6+$CT$5+CM265, IF(AND($CO$5>0,CP265>CO$11),(CP265-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP265<$CT$9,0.66*$CR$8*(2*32.17*CY265*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM265+(CY265-CM265)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY265>0,(CY265/IF(CY265>$CT$6+$CT$5,$CT$6+$CT$5,CY265)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY265>0,(CY265/IF(CY265>$CT$6+$CT$5,$CT$6+$CT$5,CY265)),0)*CO$5/12/3600, IF(CP265<$CT$9,0.66*$CR$8*(2*32.17*CY265*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM265+(CY265-CM265)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC265+DB265, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+DC265+DB265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH265>=$DL$9), $DL$5+$DL$6+DE265, IF(AND(DG$5>0,DH265>DG$11),(DH265-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH265<$DL$9,0.66*DJ$8*(2*32.17*DQ265*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE265+(DQ265-DE265)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ265>0, (DQ265/IF(DQ265>$DL$6+$DL$5,$DL$6+$DL$5, DQ265)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ265>0, (DQ265/IF(DQ265>$DL$6+$DL$5,$DL$6+$DL$5, DQ265)), 0)*DG$5/12/3600, IF(DH265<$DL$9,0.66*DJ$8*(2*32.17*DQ265*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE265+(DQ265-DE265)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU265+DT265, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+DU265+DT265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ265-SUM(EB265:EC265))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH265>0,EH265/IF(EH265>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH265))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL265+EK265, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+EL265+EK265, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN265-EO265>EO$11),(EN265-EO265-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV265*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ265+EY265, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY265))+EZ265+EY265, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ265)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU265)),0)","v":0},{"$f":"FP265+'2-yr SBUH'!FP265","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["21:30:00",6.1899999999999997E-2,{"$f":"B274*5/60","v":5.1583333333333333E-3},{"$f":"SUM(C$16:C274)","v":2.707391666666664},2.707391666666664,{"$f":"E274-E273","v":5.1583333333331538E-3},2.707391666666664,{"$f":"G274-G273","v":5.1583333333331538E-3},2.707391666666664,{"$f":"I274-I273","v":5.1583333333331538E-3},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$f":"M273+$F$10*(L274+L273-2*M273)","v":{"$error":"#DIV/0!"}},2.707391666666664,{"$f":"N274-N273","v":5.1583333333331538E-3},2.707391666666664,{"$f":"P274-P273","v":5.1583333333331538E-3},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.4770023419806444,{"$f":"T274-T273","v":5.1322155847777218E-3},0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB274+AA274, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+AB274+AA274, 0)),0)","v":0},0,0,{"$f":"AE274-AH274","v":0},0,0,0,0,0,{"$f":"AG274-SUM(AI274:AK274)","v":0},0,{"$f":"AH274/$B$6","v":0},0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP274+AO274, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+AP274+AO274, 0)),0)","v":0},{"$f":"AQ274*$B$5*60+AW273","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AZ274>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ274-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD274+BC274, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+BD274+BC274, 0)),0)","v":0},{"$f":"BE274*$B$5*60+BK273","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO274+BN274, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+BO274+BN274, 0)),0)","v":0},{"$f":"BP274*$B$5*60+BV273","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ274+BY274, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+BZ274+BY274, 0)),0)","v":0},{"$f":"CA274*$B$5*60+CG273","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK274+CJ274, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+CK274+CJ274, 0)),0)","v":0},0,0,{"$f":"CN274-CQ274","v":0},0,0,0,0,0,0,{"$f":"CP274-SUM(CR274:CU274)","v":0},{"$f":"CS274/$B$6","v":0},{"$f":"CQ274/$B$6","v":0},{"$f":"IF(AND($CO$5>0, CP274>=$CT$9), $CT$6+$CT$5+CM274, IF(AND($CO$5>0,CP274>CO$11),(CP274-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP274<$CT$9,0.66*$CR$8*(2*32.17*CY274*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM274+(CY274-CM274)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY274>0,(CY274/IF(CY274>$CT$6+$CT$5,$CT$6+$CT$5,CY274)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY274>0,(CY274/IF(CY274>$CT$6+$CT$5,$CT$6+$CT$5,CY274)),0)*CO$5/12/3600, IF(CP274<$CT$9,0.66*$CR$8*(2*32.17*CY274*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM274+(CY274-CM274)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC274+DB274, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+DC274+DB274, 0)),0)","v":0},0,0,{"$f":"DF274-DI274","v":0},0,0,0,0,0,0,{"$f":"DH274-SUM(DJ274:DM274)","v":0},{"$f":"DK274/$B$6","v":0},{"$f":"DI274/$B$6","v":0},{"$f":"IF(AND($DG$5>0, DH274>=$DL$9), $DL$5+$DL$6+DE274, IF(AND(DG$5>0,DH274>DG$11),(DH274-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH274<$DL$9,0.66*DJ$8*(2*32.17*DQ274*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE274+(DQ274-DE274)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ274>0, (DQ274/IF(DQ274>$DL$6+$DL$5,$DL$6+$DL$5, DQ274)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ274>0, (DQ274/IF(DQ274>$DL$6+$DL$5,$DL$6+$DL$5, DQ274)), 0)*DG$5/12/3600, IF(DH274<$DL$9,0.66*DJ$8*(2*32.17*DQ274*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE274+(DQ274-DE274)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU274+DT274, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+DU274+DT274, 0)),0)","v":0},0,0,{"$f":"DX274-EA274","v":0},0,0,0,0,{"$f":"IF(EI274*$B$6<=DZ274-EB274-EC274, EI274*$B$6,DZ274-EB274-EC274)","v":0},{"$f":"DZ274-SUM(EB274:ED274)","v":0},0,{"$f":"EA274/$B$6","v":0},{"$f":"IF(DX$5>0,(DZ274-SUM(EB274:EC274))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH274>0,EH274/IF(EH274>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH274))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL274+EK274, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+EL274+EK274, 0)),0)","v":0},{"$f":"EM274*$B$5*60+ES273","v":0},0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN274-EO274>EO$11),(EN274-EO274-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV274*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ274+EY274, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY274))+EZ274+EY274, 0)),0)","v":0},0,0,0,0,{"$f":"IF(FK274*$B$6<=FB274-FC274-FD274-FE274, FK274*$B$6,FB274-FC274-FD274-FE274)","v":0},0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ274)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU274)),0)","v":0},{"$f":"FP274+'2-yr SBUH'!FP274","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["21:45:00",6.1100000000000002E-2,5.0916666666666662E-3,{"$f":"SUM(C$16:C277)","v":2.722724999999997},2.722724999999997,5.0916666666664945E-3,2.722724999999997,5.0916666666664945E-3,2.722724999999997,5.0916666666664945E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.722724999999997,5.0916666666664945E-3,2.722724999999997,5.0916666666664945E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.4922585906028849,5.0661605138326848E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB277+AA277, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY277))+AB277+AA277, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP277+AO277, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY277))+AP277+AO277, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ277>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ277-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD277+BC277, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY277))+BD277+BC277, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO277+BN277, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY277))+BO277+BN277, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ277+BY277, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY277))+BZ277+BY277, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK277+CJ277, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY277))+CK277+CJ277, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP277>=$CT$9), $CT$6+$CT$5+CM277, IF(AND($CO$5>0,CP277>CO$11),(CP277-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ277)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU277)),0)","v":0},{"$f":"FP277+'2-yr SBUH'!FP277","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["22:20:00",5.9200000000000003E-2,4.9333333333333338E-3,{"$f":"SUM(C$16:C284)","v":2.7577083333333299},2.7577083333333299,4.9333333333332341E-3,2.7577083333333299,4.9333333333332341E-3,2.7577083333333299,4.9333333333332341E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.7577083333333299,4.9333333333332341E-3,2.7577083333333299,4.9333333333332341E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.527069083034855,4.9092105653159024E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB284+AA284, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY284))+AB284+AA284, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP284+AO284, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY284))+AP284+AO284, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ284>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ284-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD284+BC284, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY284))+BD284+BC284, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO284+BN284, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY284))+BO284+BN284, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ284+BY284, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY284))+BZ284+BY284, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK284+CJ284, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY284))+CK284+CJ284, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP284>=$CT$9), $CT$6+$CT$5+CM284, IF(AND($CO$5>0,CP284>CO$11),(CP284-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ284)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU284)),0)","v":0},{"$f":"FP284+'2-yr SBUH'!FP284","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["22:45:00",5.79E-2,4.8249999999999994E-3,{"$f":"SUM(C$16:C289)","v":2.7820499999999959},2.7820499999999959,4.8249999999998572E-3,2.7820499999999959,4.8249999999998572E-3,2.7820499999999959,4.8249999999998572E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.7820499999999959,4.8249999999998572E-3,2.7820499999999959,4.8249999999998572E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.5512929080775502,4.8017964939743862E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB289+AA289, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY289))+AB289+AA289, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP289+AO289, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY289))+AP289+AO289, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ289>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ289-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD289+BC289, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY289))+BD289+BC289, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF($Q$4>0,(BR$3)/$Q$4*$W289,0)","v":0},{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO289+BN289, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY289))+BO289+BN289, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ289+BY289, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY289))+BZ289+BY289, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK289+CJ289, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY289))+CK289+CJ289, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP289>=$CT$9), $CT$6+$CT$5+CM289, IF(AND($CO$5>0,CP289>CO$11),(CP289-CO$11)/CO$5/'CSS BMP Sizing 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Calculator'!$X$50*(2*32.2*FJ289)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU289)),0)","v":0},{"$f":"FP289+'2-yr SBUH'!FP289","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
["23:05:00",5.7000000000000002E-2,4.7500000000000007E-3,{"$f":"SUM(C$16:C293)","v":2.8011583333333294},2.8011583333333294,4.750000000000032E-3,2.8011583333333294,4.750000000000032E-3,2.8011583333333294,4.750000000000032E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.8011583333333294,4.750000000000032E-3,2.8011583333333294,4.750000000000032E-3,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},2.5703100910092833,4.7274515155342201E-3,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB293+AA293, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY293))+AB293+AA293, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP293+AO293, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY293))+AP293+AO293, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ293>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ293-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD293+BC293, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY293))+BD293+BC293, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO293+BN293, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY293))+BO293+BN293, 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0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN330-EO330>EO$11),(EN330-EO330-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV330*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ330+EY330, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY330))+EZ330+EY330, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ330)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU330)),0)","v":0},{"$f":"FP330+'2-yr SBUH'!FP330","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY339))+BZ339+BY339, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK339+CJ339, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY339))+CK339+CJ339, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP339>=$CT$9), $CT$6+$CT$5+CM339, IF(AND($CO$5>0,CP339>CO$11),(CP339-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP339<$CT$9,0.66*$CR$8*(2*32.17*CY339*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM339+(CY339-CM339)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY339>0,(CY339/IF(CY339>$CT$6+$CT$5,$CT$6+$CT$5,CY339)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY339>0,(CY339/IF(CY339>$CT$6+$CT$5,$CT$6+$CT$5,CY339)),0)*CO$5/12/3600, 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IF(DH367<$DL$9,0.66*DJ$8*(2*32.17*DQ367*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE367+(DQ367-DE367)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU367+DT367, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY367))+DU367+DT367, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ367-SUM(EB367:EC367))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH367>0,EH367/IF(EH367>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH367))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL367+EK367, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY367))+EL367+EK367, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN367-EO367>EO$11),(EN367-EO367-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV367*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ367+EY367, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY367))+EZ367+EY367, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ367)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU367)),0)","v":0},{"$f":"FP367+'2-yr SBUH'!FP367","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ374-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD374+BC374, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY374))+BD374+BC374, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO374+BN374, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY374))+BO374+BN374, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ374+BY374, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY374))+BZ374+BY374, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK374+CJ374, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY374))+CK374+CJ374, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP374>=$CT$9), $CT$6+$CT$5+CM374, IF(AND($CO$5>0,CP374>CO$11),(CP374-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP374<$CT$9,0.66*$CR$8*(2*32.17*CY374*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM374+(CY374-CM374)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY374>0,(CY374/IF(CY374>$CT$6+$CT$5,$CT$6+$CT$5,CY374)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY374>0,(CY374/IF(CY374>$CT$6+$CT$5,$CT$6+$CT$5,CY374)),0)*CO$5/12/3600, IF(CP374<$CT$9,0.66*$CR$8*(2*32.17*CY374*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM374+(CY374-CM374)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC374+DB374, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY374))+DC374+DB374, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH374>=$DL$9), $DL$5+$DL$6+DE374, IF(AND(DG$5>0,DH374>DG$11),(DH374-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH374<$DL$9,0.66*DJ$8*(2*32.17*DQ374*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE374+(DQ374-DE374)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ374>0, (DQ374/IF(DQ374>$DL$6+$DL$5,$DL$6+$DL$5, DQ374)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ374>0, (DQ374/IF(DQ374>$DL$6+$DL$5,$DL$6+$DL$5, DQ374)), 0)*DG$5/12/3600, IF(DH374<$DL$9,0.66*DJ$8*(2*32.17*DQ374*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE374+(DQ374-DE374)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU374+DT374, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY374))+DU374+DT374, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ374-SUM(EB374:EC374))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH374>0,EH374/IF(EH374>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH374))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL374+EK374, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY374))+EL374+EK374, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN374-EO374>EO$11),(EN374-EO374-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV374*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ374+EY374, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY374))+EZ374+EY374, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ374)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU374)),0)","v":0},{"$f":"FP374+'2-yr SBUH'!FP374","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
[1.2534722222227299,null,null,null,null,null,null,null,null,null,null,0,{"$error":"#DIV/0!"},null,null,null,null,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB377+AA377, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+AB377+AA377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP377+AO377, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+AP377+AO377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ377>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ377-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD377+BC377, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+BD377+BC377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO377+BN377, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+BO377+BN377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ377+BY377, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+BZ377+BY377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK377+CJ377, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+CK377+CJ377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP377>=$CT$9), $CT$6+$CT$5+CM377, IF(AND($CO$5>0,CP377>CO$11),(CP377-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP377<$CT$9,0.66*$CR$8*(2*32.17*CY377*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM377+(CY377-CM377)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY377>0,(CY377/IF(CY377>$CT$6+$CT$5,$CT$6+$CT$5,CY377)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY377>0,(CY377/IF(CY377>$CT$6+$CT$5,$CT$6+$CT$5,CY377)),0)*CO$5/12/3600, IF(CP377<$CT$9,0.66*$CR$8*(2*32.17*CY377*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM377+(CY377-CM377)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC377+DB377, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+DC377+DB377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH377>=$DL$9), $DL$5+$DL$6+DE377, IF(AND(DG$5>0,DH377>DG$11),(DH377-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH377<$DL$9,0.66*DJ$8*(2*32.17*DQ377*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE377+(DQ377-DE377)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ377>0, (DQ377/IF(DQ377>$DL$6+$DL$5,$DL$6+$DL$5, DQ377)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ377>0, (DQ377/IF(DQ377>$DL$6+$DL$5,$DL$6+$DL$5, DQ377)), 0)*DG$5/12/3600, IF(DH377<$DL$9,0.66*DJ$8*(2*32.17*DQ377*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE377+(DQ377-DE377)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU377+DT377, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+DU377+DT377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ377-SUM(EB377:EC377))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH377>0,EH377/IF(EH377>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH377))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL377+EK377, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+EL377+EK377, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN377-EO377>EO$11),(EN377-EO377-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV377*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ377+EY377, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY377))+EZ377+EY377, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ377)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU377)),0)","v":0},{"$f":"FP377+'2-yr SBUH'!FP377","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
[1.28125000000057,null,null,null,null,null,null,null,null,null,null,0,{"$error":"#DIV/0!"},null,null,null,null,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB385+AA385, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+AB385+AA385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP385+AO385, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+AP385+AO385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ385>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ385-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD385+BC385, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+BD385+BC385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO385+BN385, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+BO385+BN385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ385+BY385, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+BZ385+BY385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK385+CJ385, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+CK385+CJ385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP385>=$CT$9), $CT$6+$CT$5+CM385, IF(AND($CO$5>0,CP385>CO$11),(CP385-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP385<$CT$9,0.66*$CR$8*(2*32.17*CY385*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM385+(CY385-CM385)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY385>0,(CY385/IF(CY385>$CT$6+$CT$5,$CT$6+$CT$5,CY385)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY385>0,(CY385/IF(CY385>$CT$6+$CT$5,$CT$6+$CT$5,CY385)),0)*CO$5/12/3600, IF(CP385<$CT$9,0.66*$CR$8*(2*32.17*CY385*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM385+(CY385-CM385)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC385+DB385, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+DC385+DB385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH385>=$DL$9), $DL$5+$DL$6+DE385, IF(AND(DG$5>0,DH385>DG$11),(DH385-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH385<$DL$9,0.66*DJ$8*(2*32.17*DQ385*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE385+(DQ385-DE385)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ385>0, (DQ385/IF(DQ385>$DL$6+$DL$5,$DL$6+$DL$5, DQ385)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ385>0, (DQ385/IF(DQ385>$DL$6+$DL$5,$DL$6+$DL$5, DQ385)), 0)*DG$5/12/3600, IF(DH385<$DL$9,0.66*DJ$8*(2*32.17*DQ385*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE385+(DQ385-DE385)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU385+DT385, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+DU385+DT385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ385-SUM(EB385:EC385))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH385>0,EH385/IF(EH385>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH385))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL385+EK385, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+EL385+EK385, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN385-EO385>EO$11),(EN385-EO385-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV385*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ385+EY385, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY385))+EZ385+EY385, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ385)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU385)),0)","v":0},{"$f":"FP385+'2-yr SBUH'!FP385","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY386))+BZ386+BY386, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK386+CJ386, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY386))+CK386+CJ386, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP386>=$CT$9), $CT$6+$CT$5+CM386, IF(AND($CO$5>0,CP386>CO$11),(CP386-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP386<$CT$9,0.66*$CR$8*(2*32.17*CY386*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM386+(CY386-CM386)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY386>0,(CY386/IF(CY386>$CT$6+$CT$5,$CT$6+$CT$5,CY386)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY386>0,(CY386/IF(CY386>$CT$6+$CT$5,$CT$6+$CT$5,CY386)),0)*CO$5/12/3600, IF(CP386<$CT$9,0.66*$CR$8*(2*32.17*CY386*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM386+(CY386-CM386)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC386+DB386, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY386))+DC386+DB386, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH386>=$DL$9), $DL$5+$DL$6+DE386, IF(AND(DG$5>0,DH386>DG$11),(DH386-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH386<$DL$9,0.66*DJ$8*(2*32.17*DQ386*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE386+(DQ386-DE386)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ386>0, (DQ386/IF(DQ386>$DL$6+$DL$5,$DL$6+$DL$5, DQ386)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ386>0, (DQ386/IF(DQ386>$DL$6+$DL$5,$DL$6+$DL$5, DQ386)), 0)*DG$5/12/3600, IF(DH386<$DL$9,0.66*DJ$8*(2*32.17*DQ386*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE386+(DQ386-DE386)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU386+DT386, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY386))+DU386+DT386, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ386-SUM(EB386:EC386))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH386>0,EH386/IF(EH386>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH386))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL386+EK386, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY386))+EL386+EK386, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN386-EO386>EO$11),(EN386-EO386-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV386*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ386+EY386, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY386))+EZ386+EY386, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ386)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU386)),0)","v":0},{"$f":"FP386+'2-yr SBUH'!FP386","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
[1.31597222222287,null,null,null,null,null,null,null,null,null,null,0,{"$error":"#DIV/0!"},null,null,null,null,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB395+AA395, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY395))+AB395+AA395, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP395+AO395, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY395))+AP395+AO395, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ395>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ395-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD395+BC395, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY395))+BD395+BC395, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO395+BN395, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY395))+BO395+BN395, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ395+BY395, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY395))+BZ395+BY395, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK395+CJ395, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY395))+CK395+CJ395, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP395>=$CT$9), $CT$6+$CT$5+CM395, IF(AND($CO$5>0,CP395>CO$11),(CP395-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP395<$CT$9,0.66*$CR$8*(2*32.17*CY395*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM395+(CY395-CM395)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY395>0,(CY395/IF(CY395>$CT$6+$CT$5,$CT$6+$CT$5,CY395)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY395>0,(CY395/IF(CY395>$CT$6+$CT$5,$CT$6+$CT$5,CY395)),0)*CO$5/12/3600, IF(CP395<$CT$9,0.66*$CR$8*(2*32.17*CY395*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM395+(CY395-CM395)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC395+DB395, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY395))+DC395+DB395, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH395>=$DL$9), $DL$5+$DL$6+DE395, IF(AND(DG$5>0,DH395>DG$11),(DH395-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH395<$DL$9,0.66*DJ$8*(2*32.17*DQ395*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE395+(DQ395-DE395)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ395>0, (DQ395/IF(DQ395>$DL$6+$DL$5,$DL$6+$DL$5, DQ395)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ395>0, (DQ395/IF(DQ395>$DL$6+$DL$5,$DL$6+$DL$5, DQ395)), 0)*DG$5/12/3600, IF(DH395<$DL$9,0.66*DJ$8*(2*32.17*DQ395*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE395+(DQ395-DE395)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU395+DT395, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY395))+DU395+DT395, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ395-SUM(EB395:EC395))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH395>0,EH395/IF(EH395>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH395))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL395+EK395, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY395))+EL395+EK395, 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Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY427))+BZ427+BY427, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK427+CJ427, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY427))+CK427+CJ427, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP427>=$CT$9), $CT$6+$CT$5+CM427, IF(AND($CO$5>0,CP427>CO$11),(CP427-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP427<$CT$9,0.66*$CR$8*(2*32.17*CY427*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM427+(CY427-CM427)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY427>0,(CY427/IF(CY427>$CT$6+$CT$5,$CT$6+$CT$5,CY427)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY427>0,(CY427/IF(CY427>$CT$6+$CT$5,$CT$6+$CT$5,CY427)),0)*CO$5/12/3600, IF(CP427<$CT$9,0.66*$CR$8*(2*32.17*CY427*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM427+(CY427-CM427)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC427+DB427, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY427))+DC427+DB427, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH427>=$DL$9), $DL$5+$DL$6+DE427, IF(AND(DG$5>0,DH427>DG$11),(DH427-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH427<$DL$9,0.66*DJ$8*(2*32.17*DQ427*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE427+(DQ427-DE427)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ427>0, (DQ427/IF(DQ427>$DL$6+$DL$5,$DL$6+$DL$5, DQ427)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ427>0, (DQ427/IF(DQ427>$DL$6+$DL$5,$DL$6+$DL$5, DQ427)), 0)*DG$5/12/3600, IF(DH427<$DL$9,0.66*DJ$8*(2*32.17*DQ427*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE427+(DQ427-DE427)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU427+DT427, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY427))+DU427+DT427, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ427-SUM(EB427:EC427))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH427>0,EH427/IF(EH427>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH427))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL427+EK427, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY427))+EL427+EK427, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN427-EO427>EO$11),(EN427-EO427-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV427*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ427+EY427, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY427))+EZ427+EY427, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ427)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU427)),0)","v":0},{"$f":"FP427+'2-yr SBUH'!FP427","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
[1.4444444444453799,null,null,null,null,null,null,null,null,null,null,0,{"$error":"#DIV/0!"},null,null,null,null,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB432+AA432, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+AB432+AA432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP432+AO432, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+AP432+AO432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ432>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ432-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD432+BC432, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+BD432+BC432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO432+BN432, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+BO432+BN432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ432+BY432, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+BZ432+BY432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK432+CJ432, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+CK432+CJ432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP432>=$CT$9), $CT$6+$CT$5+CM432, IF(AND($CO$5>0,CP432>CO$11),(CP432-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP432<$CT$9,0.66*$CR$8*(2*32.17*CY432*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM432+(CY432-CM432)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY432>0,(CY432/IF(CY432>$CT$6+$CT$5,$CT$6+$CT$5,CY432)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY432>0,(CY432/IF(CY432>$CT$6+$CT$5,$CT$6+$CT$5,CY432)),0)*CO$5/12/3600, IF(CP432<$CT$9,0.66*$CR$8*(2*32.17*CY432*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM432+(CY432-CM432)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC432+DB432, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+DC432+DB432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH432>=$DL$9), $DL$5+$DL$6+DE432, IF(AND(DG$5>0,DH432>DG$11),(DH432-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH432<$DL$9,0.66*DJ$8*(2*32.17*DQ432*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE432+(DQ432-DE432)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ432>0, (DQ432/IF(DQ432>$DL$6+$DL$5,$DL$6+$DL$5, DQ432)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ432>0, (DQ432/IF(DQ432>$DL$6+$DL$5,$DL$6+$DL$5, DQ432)), 0)*DG$5/12/3600, IF(DH432<$DL$9,0.66*DJ$8*(2*32.17*DQ432*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE432+(DQ432-DE432)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU432+DT432, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+DU432+DT432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ432-SUM(EB432:EC432))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH432>0,EH432/IF(EH432>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH432))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL432+EK432, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+EL432+EK432, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN432-EO432>EO$11),(EN432-EO432-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV432*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ432+EY432, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY432))+EZ432+EY432, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ432)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU432)),0)","v":0},{"$f":"FP432+'2-yr SBUH'!FP432","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
[1.4756944444454501,null,null,null,null,null,null,null,null,null,null,0,{"$error":"#DIV/0!"},null,null,null,null,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB441+AA441, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+AB441+AA441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP441+AO441, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+AP441+AO441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ441>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ441-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD441+BC441, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+BD441+BC441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO441+BN441, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+BO441+BN441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ441+BY441, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+BZ441+BY441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK441+CJ441, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+CK441+CJ441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP441>=$CT$9), $CT$6+$CT$5+CM441, IF(AND($CO$5>0,CP441>CO$11),(CP441-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP441<$CT$9,0.66*$CR$8*(2*32.17*CY441*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM441+(CY441-CM441)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY441>0,(CY441/IF(CY441>$CT$6+$CT$5,$CT$6+$CT$5,CY441)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY441>0,(CY441/IF(CY441>$CT$6+$CT$5,$CT$6+$CT$5,CY441)),0)*CO$5/12/3600, IF(CP441<$CT$9,0.66*$CR$8*(2*32.17*CY441*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM441+(CY441-CM441)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC441+DB441, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+DC441+DB441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH441>=$DL$9), $DL$5+$DL$6+DE441, IF(AND(DG$5>0,DH441>DG$11),(DH441-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH441<$DL$9,0.66*DJ$8*(2*32.17*DQ441*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE441+(DQ441-DE441)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ441>0, (DQ441/IF(DQ441>$DL$6+$DL$5,$DL$6+$DL$5, DQ441)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ441>0, (DQ441/IF(DQ441>$DL$6+$DL$5,$DL$6+$DL$5, DQ441)), 0)*DG$5/12/3600, IF(DH441<$DL$9,0.66*DJ$8*(2*32.17*DQ441*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE441+(DQ441-DE441)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU441+DT441, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+DU441+DT441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ441-SUM(EB441:EC441))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH441>0,EH441/IF(EH441>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH441))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL441+EK441, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+EL441+EK441, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN441-EO441>EO$11),(EN441-EO441-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV441*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ441+EY441, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY441))+EZ441+EY441, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ441)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU441)),0)","v":0},{"$f":"FP441+'2-yr SBUH'!FP441","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY448))+BZ448+BY448, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK448+CJ448, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY448))+CK448+CJ448, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP448>=$CT$9), $CT$6+$CT$5+CM448, IF(AND($CO$5>0,CP448>CO$11),(CP448-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP448<$CT$9,0.66*$CR$8*(2*32.17*CY448*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM448+(CY448-CM448)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY448>0,(CY448/IF(CY448>$CT$6+$CT$5,$CT$6+$CT$5,CY448)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY448>0,(CY448/IF(CY448>$CT$6+$CT$5,$CT$6+$CT$5,CY448)),0)*CO$5/12/3600, 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IF(DH448<$DL$9,0.66*DJ$8*(2*32.17*DQ448*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE448+(DQ448-DE448)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU448+DT448, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY448))+DU448+DT448, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ448-SUM(EB448:EC448))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH448>0,EH448/IF(EH448>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH448))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL448+EK448, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY448))+EL448+EK448, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN448-EO448>EO$11),(EN448-EO448-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV448*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ448+EY448, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY448))+EZ448+EY448, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ448)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU448)),0)","v":0},{"$f":"FP448+'2-yr SBUH'!FP448","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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ROWS($FY$15:$FY451))+BZ451+BY451, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK451+CJ451, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY451))+CK451+CJ451, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP451>=$CT$9), $CT$6+$CT$5+CM451, IF(AND($CO$5>0,CP451>CO$11),(CP451-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP451<$CT$9,0.66*$CR$8*(2*32.17*CY451*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM451+(CY451-CM451)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY451>0,(CY451/IF(CY451>$CT$6+$CT$5,$CT$6+$CT$5,CY451)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY451>0,(CY451/IF(CY451>$CT$6+$CT$5,$CT$6+$CT$5,CY451)),0)*CO$5/12/3600, IF(CP451<$CT$9,0.66*$CR$8*(2*32.17*CY451*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM451+(CY451-CM451)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC451+DB451, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY451))+DC451+DB451, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH451>=$DL$9), $DL$5+$DL$6+DE451, IF(AND(DG$5>0,DH451>DG$11),(DH451-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH451<$DL$9,0.66*DJ$8*(2*32.17*DQ451*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE451+(DQ451-DE451)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ451>0, (DQ451/IF(DQ451>$DL$6+$DL$5,$DL$6+$DL$5, DQ451)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ451>0, (DQ451/IF(DQ451>$DL$6+$DL$5,$DL$6+$DL$5, DQ451)), 0)*DG$5/12/3600, 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Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ466+EY466, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY466))+EZ466+EY466, 0)),0)","v":0},0,0,0,0,{"$f":"IF(FK466*$B$6<=FB466-FC466-FD466-FE466, FK466*$B$6,FB466-FC466-FD466-FE466)","v":0},0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ466)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU466)),0)","v":0},{"$f":"FP466+'2-yr SBUH'!FP466","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD469+BC469, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY469))+BD469+BC469, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO469+BN469, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY469))+BO469+BN469, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ469+BY469, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY469))+BZ469+BY469, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK469+CJ469, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY469))+CK469+CJ469, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP469>=$CT$9), $CT$6+$CT$5+CM469, IF(AND($CO$5>0,CP469>CO$11),(CP469-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP469<$CT$9,0.66*$CR$8*(2*32.17*CY469*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM469+(CY469-CM469)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY469>0,(CY469/IF(CY469>$CT$6+$CT$5,$CT$6+$CT$5,CY469)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY469>0,(CY469/IF(CY469>$CT$6+$CT$5,$CT$6+$CT$5,CY469)),0)*CO$5/12/3600, IF(CP469<$CT$9,0.66*$CR$8*(2*32.17*CY469*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM469+(CY469-CM469)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC469+DB469, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY469))+DC469+DB469, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH469>=$DL$9), $DL$5+$DL$6+DE469, IF(AND(DG$5>0,DH469>DG$11),(DH469-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH469<$DL$9,0.66*DJ$8*(2*32.17*DQ469*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE469+(DQ469-DE469)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ469>0, (DQ469/IF(DQ469>$DL$6+$DL$5,$DL$6+$DL$5, DQ469)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ469>0, (DQ469/IF(DQ469>$DL$6+$DL$5,$DL$6+$DL$5, DQ469)), 0)*DG$5/12/3600, IF(DH469<$DL$9,0.66*DJ$8*(2*32.17*DQ469*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE469+(DQ469-DE469)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU469+DT469, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY469))+DU469+DT469, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ469-SUM(EB469:EC469))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH469>0,EH469/IF(EH469>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH469))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL469+EK469, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY469))+EL469+EK469, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN469-EO469>EO$11),(EN469-EO469-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV469*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ469+EY469, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY469))+EZ469+EY469, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ469)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU469)),0)","v":0},{"$f":"FP469+'2-yr SBUH'!FP469","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD478+BC478, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY478))+BD478+BC478, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO478+BN478, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY478))+BO478+BN478, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ478+BY478, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY478))+BZ478+BY478, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK478+CJ478, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY478))+CK478+CJ478, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP478>=$CT$9), $CT$6+$CT$5+CM478, IF(AND($CO$5>0,CP478>CO$11),(CP478-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP478<$CT$9,0.66*$CR$8*(2*32.17*CY478*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM478+(CY478-CM478)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY478>0,(CY478/IF(CY478>$CT$6+$CT$5,$CT$6+$CT$5,CY478)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY478>0,(CY478/IF(CY478>$CT$6+$CT$5,$CT$6+$CT$5,CY478)),0)*CO$5/12/3600, IF(CP478<$CT$9,0.66*$CR$8*(2*32.17*CY478*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM478+(CY478-CM478)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC478+DB478, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY478))+DC478+DB478, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH478>=$DL$9), $DL$5+$DL$6+DE478, IF(AND(DG$5>0,DH478>DG$11),(DH478-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH478<$DL$9,0.66*DJ$8*(2*32.17*DQ478*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE478+(DQ478-DE478)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ478>0, (DQ478/IF(DQ478>$DL$6+$DL$5,$DL$6+$DL$5, DQ478)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ478>0, (DQ478/IF(DQ478>$DL$6+$DL$5,$DL$6+$DL$5, DQ478)), 0)*DG$5/12/3600, IF(DH478<$DL$9,0.66*DJ$8*(2*32.17*DQ478*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE478+(DQ478-DE478)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU478+DT478, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY478))+DU478+DT478, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ478-SUM(EB478:EC478))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH478>0,EH478/IF(EH478>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH478))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL478+EK478, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY478))+EL478+EK478, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN478-EO478>EO$11),(EN478-EO478-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV478*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ478+EY478, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY478))+EZ478+EY478, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ478)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU478)),0)","v":0},{"$f":"FP478+'2-yr SBUH'!FP478","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD479+BC479, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY479))+BD479+BC479, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO479+BN479, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY479))+BO479+BN479, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ479+BY479, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY479))+BZ479+BY479, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK479+CJ479, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY479))+CK479+CJ479, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP479>=$CT$9), $CT$6+$CT$5+CM479, IF(AND($CO$5>0,CP479>CO$11),(CP479-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP479<$CT$9,0.66*$CR$8*(2*32.17*CY479*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM479+(CY479-CM479)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY479>0,(CY479/IF(CY479>$CT$6+$CT$5,$CT$6+$CT$5,CY479)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY479>0,(CY479/IF(CY479>$CT$6+$CT$5,$CT$6+$CT$5,CY479)),0)*CO$5/12/3600, IF(CP479<$CT$9,0.66*$CR$8*(2*32.17*CY479*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM479+(CY479-CM479)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC479+DB479, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY479))+DC479+DB479, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH479>=$DL$9), $DL$5+$DL$6+DE479, IF(AND(DG$5>0,DH479>DG$11),(DH479-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH479<$DL$9,0.66*DJ$8*(2*32.17*DQ479*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE479+(DQ479-DE479)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ479>0, (DQ479/IF(DQ479>$DL$6+$DL$5,$DL$6+$DL$5, DQ479)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ479>0, (DQ479/IF(DQ479>$DL$6+$DL$5,$DL$6+$DL$5, DQ479)), 0)*DG$5/12/3600, IF(DH479<$DL$9,0.66*DJ$8*(2*32.17*DQ479*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE479+(DQ479-DE479)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU479+DT479, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY479))+DU479+DT479, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ479-SUM(EB479:EC479))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH479>0,EH479/IF(EH479>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH479))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL479+EK479, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY479))+EL479+EK479, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN479-EO479>EO$11),(EN479-EO479-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV479*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ479+EY479, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY479))+EZ479+EY479, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ479)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU479)),0)","v":0},{"$f":"FP479+'2-yr SBUH'!FP479","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD489+BC489, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY489))+BD489+BC489, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO489+BN489, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY489))+BO489+BN489, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ489+BY489, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY489))+BZ489+BY489, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK489+CJ489, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY489))+CK489+CJ489, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP489>=$CT$9), $CT$6+$CT$5+CM489, IF(AND($CO$5>0,CP489>CO$11),(CP489-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP489<$CT$9,0.66*$CR$8*(2*32.17*CY489*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM489+(CY489-CM489)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY489>0,(CY489/IF(CY489>$CT$6+$CT$5,$CT$6+$CT$5,CY489)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY489>0,(CY489/IF(CY489>$CT$6+$CT$5,$CT$6+$CT$5,CY489)),0)*CO$5/12/3600, IF(CP489<$CT$9,0.66*$CR$8*(2*32.17*CY489*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM489+(CY489-CM489)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC489+DB489, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY489))+DC489+DB489, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH489>=$DL$9), $DL$5+$DL$6+DE489, IF(AND(DG$5>0,DH489>DG$11),(DH489-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH489<$DL$9,0.66*DJ$8*(2*32.17*DQ489*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE489+(DQ489-DE489)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ489>0, (DQ489/IF(DQ489>$DL$6+$DL$5,$DL$6+$DL$5, DQ489)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ489>0, (DQ489/IF(DQ489>$DL$6+$DL$5,$DL$6+$DL$5, DQ489)), 0)*DG$5/12/3600, IF(DH489<$DL$9,0.66*DJ$8*(2*32.17*DQ489*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE489+(DQ489-DE489)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU489+DT489, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY489))+DU489+DT489, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ489-SUM(EB489:EC489))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH489>0,EH489/IF(EH489>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH489))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL489+EK489, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY489))+EL489+EK489, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN489-EO489>EO$11),(EN489-EO489-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV489*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ489+EY489, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY489))+EZ489+EY489, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ489)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU489)),0)","v":0},{"$f":"FP489+'2-yr SBUH'!FP489","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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ROWS($FY$15:$FY494))+BZ494+BY494, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK494+CJ494, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY494))+CK494+CJ494, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP494>=$CT$9), $CT$6+$CT$5+CM494, IF(AND($CO$5>0,CP494>CO$11),(CP494-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP494<$CT$9,0.66*$CR$8*(2*32.17*CY494*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM494+(CY494-CM494)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY494>0,(CY494/IF(CY494>$CT$6+$CT$5,$CT$6+$CT$5,CY494)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY494>0,(CY494/IF(CY494>$CT$6+$CT$5,$CT$6+$CT$5,CY494)),0)*CO$5/12/3600, IF(CP494<$CT$9,0.66*$CR$8*(2*32.17*CY494*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM494+(CY494-CM494)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC494+DB494, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY494))+DC494+DB494, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH494>=$DL$9), $DL$5+$DL$6+DE494, IF(AND(DG$5>0,DH494>DG$11),(DH494-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH494<$DL$9,0.66*DJ$8*(2*32.17*DQ494*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE494+(DQ494-DE494)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ494>0, (DQ494/IF(DQ494>$DL$6+$DL$5,$DL$6+$DL$5, DQ494)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ494>0, (DQ494/IF(DQ494>$DL$6+$DL$5,$DL$6+$DL$5, DQ494)), 0)*DG$5/12/3600, IF(DH494<$DL$9,0.66*DJ$8*(2*32.17*DQ494*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE494+(DQ494-DE494)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU494+DT494, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY494))+DU494+DT494, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ494-SUM(EB494:EC494))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH494>0,EH494/IF(EH494>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH494))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL494+EK494, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY494))+EL494+EK494, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN494-EO494>EO$11),(EN494-EO494-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV494*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ494+EY494, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY494))+EZ494+EY494, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ494)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU494)),0)","v":0},{"$f":"FP494+'2-yr SBUH'!FP494","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ497-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD497+BC497, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY497))+BD497+BC497, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO497+BN497, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY497))+BO497+BN497, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ497+BY497, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY497))+BZ497+BY497, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK497+CJ497, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY497))+CK497+CJ497, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP497>=$CT$9), $CT$6+$CT$5+CM497, IF(AND($CO$5>0,CP497>CO$11),(CP497-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP497<$CT$9,0.66*$CR$8*(2*32.17*CY497*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM497+(CY497-CM497)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY497>0,(CY497/IF(CY497>$CT$6+$CT$5,$CT$6+$CT$5,CY497)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY497>0,(CY497/IF(CY497>$CT$6+$CT$5,$CT$6+$CT$5,CY497)),0)*CO$5/12/3600, 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IF(DH497<$DL$9,0.66*DJ$8*(2*32.17*DQ497*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE497+(DQ497-DE497)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU497+DT497, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY497))+DU497+DT497, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ497-SUM(EB497:EC497))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH497>0,EH497/IF(EH497>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH497))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL497+EK497, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY497))+EL497+EK497, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN497-EO497>EO$11),(EN497-EO497-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV497*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ497+EY497, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY497))+EZ497+EY497, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ497)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU497)),0)","v":0},{"$f":"FP497+'2-yr SBUH'!FP497","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD506+BC506, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY506))+BD506+BC506, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO506+BN506, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY506))+BO506+BN506, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ506+BY506, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY506))+BZ506+BY506, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK506+CJ506, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY506))+CK506+CJ506, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP506>=$CT$9), $CT$6+$CT$5+CM506, IF(AND($CO$5>0,CP506>CO$11),(CP506-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP506<$CT$9,0.66*$CR$8*(2*32.17*CY506*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM506+(CY506-CM506)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY506>0,(CY506/IF(CY506>$CT$6+$CT$5,$CT$6+$CT$5,CY506)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY506>0,(CY506/IF(CY506>$CT$6+$CT$5,$CT$6+$CT$5,CY506)),0)*CO$5/12/3600, IF(CP506<$CT$9,0.66*$CR$8*(2*32.17*CY506*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM506+(CY506-CM506)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC506+DB506, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY506))+DC506+DB506, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH506>=$DL$9), $DL$5+$DL$6+DE506, IF(AND(DG$5>0,DH506>DG$11),(DH506-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH506<$DL$9,0.66*DJ$8*(2*32.17*DQ506*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE506+(DQ506-DE506)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ506>0, (DQ506/IF(DQ506>$DL$6+$DL$5,$DL$6+$DL$5, DQ506)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ506>0, (DQ506/IF(DQ506>$DL$6+$DL$5,$DL$6+$DL$5, DQ506)), 0)*DG$5/12/3600, IF(DH506<$DL$9,0.66*DJ$8*(2*32.17*DQ506*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE506+(DQ506-DE506)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU506+DT506, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY506))+DU506+DT506, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ506-SUM(EB506:EC506))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH506>0,EH506/IF(EH506>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH506))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL506+EK506, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY506))+EL506+EK506, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN506-EO506>EO$11),(EN506-EO506-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV506*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ506+EY506, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY506))+EZ506+EY506, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ506)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU506)),0)","v":0},{"$f":"FP506+'2-yr SBUH'!FP506","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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ROWS($FY$15:$FY513))+BZ513+BY513, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK513+CJ513, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY513))+CK513+CJ513, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP513>=$CT$9), $CT$6+$CT$5+CM513, IF(AND($CO$5>0,CP513>CO$11),(CP513-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP513<$CT$9,0.66*$CR$8*(2*32.17*CY513*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM513+(CY513-CM513)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY513>0,(CY513/IF(CY513>$CT$6+$CT$5,$CT$6+$CT$5,CY513)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY513>0,(CY513/IF(CY513>$CT$6+$CT$5,$CT$6+$CT$5,CY513)),0)*CO$5/12/3600, IF(CP513<$CT$9,0.66*$CR$8*(2*32.17*CY513*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM513+(CY513-CM513)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC513+DB513, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY513))+DC513+DB513, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH513>=$DL$9), $DL$5+$DL$6+DE513, IF(AND(DG$5>0,DH513>DG$11),(DH513-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH513<$DL$9,0.66*DJ$8*(2*32.17*DQ513*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE513+(DQ513-DE513)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ513>0, (DQ513/IF(DQ513>$DL$6+$DL$5,$DL$6+$DL$5, DQ513)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ513>0, (DQ513/IF(DQ513>$DL$6+$DL$5,$DL$6+$DL$5, DQ513)), 0)*DG$5/12/3600, IF(DH513<$DL$9,0.66*DJ$8*(2*32.17*DQ513*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE513+(DQ513-DE513)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU513+DT513, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY513))+DU513+DT513, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ513-SUM(EB513:EC513))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH513>0,EH513/IF(EH513>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH513))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL513+EK513, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY513))+EL513+EK513, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN513-EO513>EO$11),(EN513-EO513-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV513*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ513+EY513, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY513))+EZ513+EY513, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ513)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU513)),0)","v":0},{"$f":"FP513+'2-yr SBUH'!FP513","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD515+BC515, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY515))+BD515+BC515, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO515+BN515, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY515))+BO515+BN515, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ515+BY515, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY515))+BZ515+BY515, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK515+CJ515, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY515))+CK515+CJ515, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP515>=$CT$9), $CT$6+$CT$5+CM515, IF(AND($CO$5>0,CP515>CO$11),(CP515-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP515<$CT$9,0.66*$CR$8*(2*32.17*CY515*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM515+(CY515-CM515)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY515>0,(CY515/IF(CY515>$CT$6+$CT$5,$CT$6+$CT$5,CY515)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY515>0,(CY515/IF(CY515>$CT$6+$CT$5,$CT$6+$CT$5,CY515)),0)*CO$5/12/3600, IF(CP515<$CT$9,0.66*$CR$8*(2*32.17*CY515*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM515+(CY515-CM515)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC515+DB515, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY515))+DC515+DB515, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH515>=$DL$9), $DL$5+$DL$6+DE515, IF(AND(DG$5>0,DH515>DG$11),(DH515-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH515<$DL$9,0.66*DJ$8*(2*32.17*DQ515*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE515+(DQ515-DE515)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ515>0, (DQ515/IF(DQ515>$DL$6+$DL$5,$DL$6+$DL$5, DQ515)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ515>0, (DQ515/IF(DQ515>$DL$6+$DL$5,$DL$6+$DL$5, DQ515)), 0)*DG$5/12/3600, IF(DH515<$DL$9,0.66*DJ$8*(2*32.17*DQ515*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE515+(DQ515-DE515)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU515+DT515, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY515))+DU515+DT515, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ515-SUM(EB515:EC515))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH515>0,EH515/IF(EH515>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH515))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL515+EK515, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY515))+EL515+EK515, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN515-EO515>EO$11),(EN515-EO515-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV515*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ515+EY515, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY515))+EZ515+EY515, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ515)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU515)),0)","v":0},{"$f":"FP515+'2-yr SBUH'!FP515","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
[1.76388888889053,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB524+AA524, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+AB524+AA524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP524+AO524, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+AP524+AO524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ524>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ524-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD524+BC524, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+BD524+BC524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO524+BN524, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+BO524+BN524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ524+BY524, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+BZ524+BY524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK524+CJ524, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+CK524+CJ524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP524>=$CT$9), $CT$6+$CT$5+CM524, IF(AND($CO$5>0,CP524>CO$11),(CP524-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP524<$CT$9,0.66*$CR$8*(2*32.17*CY524*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM524+(CY524-CM524)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY524>0,(CY524/IF(CY524>$CT$6+$CT$5,$CT$6+$CT$5,CY524)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY524>0,(CY524/IF(CY524>$CT$6+$CT$5,$CT$6+$CT$5,CY524)),0)*CO$5/12/3600, IF(CP524<$CT$9,0.66*$CR$8*(2*32.17*CY524*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM524+(CY524-CM524)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC524+DB524, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+DC524+DB524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH524>=$DL$9), $DL$5+$DL$6+DE524, IF(AND(DG$5>0,DH524>DG$11),(DH524-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH524<$DL$9,0.66*DJ$8*(2*32.17*DQ524*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE524+(DQ524-DE524)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ524>0, (DQ524/IF(DQ524>$DL$6+$DL$5,$DL$6+$DL$5, DQ524)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ524>0, (DQ524/IF(DQ524>$DL$6+$DL$5,$DL$6+$DL$5, DQ524)), 0)*DG$5/12/3600, IF(DH524<$DL$9,0.66*DJ$8*(2*32.17*DQ524*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE524+(DQ524-DE524)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU524+DT524, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+DU524+DT524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ524-SUM(EB524:EC524))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH524>0,EH524/IF(EH524>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH524))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL524+EK524, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+EL524+EK524, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN524-EO524>EO$11),(EN524-EO524-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV524*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ524+EY524, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY524))+EZ524+EY524, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ524)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU524)),0)","v":0},{"$f":"FP524+'2-yr SBUH'!FP524","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD525+BC525, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY525))+BD525+BC525, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO525+BN525, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY525))+BO525+BN525, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ525+BY525, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, 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IF(DH525<$DL$9,0.66*DJ$8*(2*32.17*DQ525*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE525+(DQ525-DE525)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU525+DT525, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY525))+DU525+DT525, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ525-SUM(EB525:EC525))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH525>0,EH525/IF(EH525>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH525))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL525+EK525, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY525))+EL525+EK525, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN525-EO525>EO$11),(EN525-EO525-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV525*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ525+EY525, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY525))+EZ525+EY525, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ525)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU525)),0)","v":0},{"$f":"FP525+'2-yr SBUH'!FP525","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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IF(DH534<$DL$9,0.66*DJ$8*(2*32.17*DQ534*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE534+(DQ534-DE534)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU534+DT534, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY534))+DU534+DT534, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ534-SUM(EB534:EC534))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH534>0,EH534/IF(EH534>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH534))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL534+EK534, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY534))+EL534+EK534, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN534-EO534>EO$11),(EN534-EO534-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV534*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ534+EY534, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY534))+EZ534+EY534, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ534)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU534)),0)","v":0},{"$f":"FP534+'2-yr SBUH'!FP534","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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ROWS($FY$15:$FY541))+BZ541+BY541, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK541+CJ541, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY541))+CK541+CJ541, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP541>=$CT$9), $CT$6+$CT$5+CM541, IF(AND($CO$5>0,CP541>CO$11),(CP541-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP541<$CT$9,0.66*$CR$8*(2*32.17*CY541*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM541+(CY541-CM541)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY541>0,(CY541/IF(CY541>$CT$6+$CT$5,$CT$6+$CT$5,CY541)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY541>0,(CY541/IF(CY541>$CT$6+$CT$5,$CT$6+$CT$5,CY541)),0)*CO$5/12/3600, 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IF(CP566<$CT$9,0.66*$CR$8*(2*32.17*CY566*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM566+(CY566-CM566)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC566+DB566, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY566))+DC566+DB566, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH566>=$DL$9), $DL$5+$DL$6+DE566, IF(AND(DG$5>0,DH566>DG$11),(DH566-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH566<$DL$9,0.66*DJ$8*(2*32.17*DQ566*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE566+(DQ566-DE566)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ566>0, (DQ566/IF(DQ566>$DL$6+$DL$5,$DL$6+$DL$5, DQ566)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ566>0, (DQ566/IF(DQ566>$DL$6+$DL$5,$DL$6+$DL$5, DQ566)), 0)*DG$5/12/3600, 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0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN566-EO566>EO$11),(EN566-EO566-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV566*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ566+EY566, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY566))+EZ566+EY566, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ566)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU566)),0)","v":0},{"$f":"FP566+'2-yr SBUH'!FP566","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD571+BC571, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY571))+BD571+BC571, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO571+BN571, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY571))+BO571+BN571, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ571+BY571, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY571))+BZ571+BY571, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK571+CJ571, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY571))+CK571+CJ571, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP571>=$CT$9), $CT$6+$CT$5+CM571, IF(AND($CO$5>0,CP571>CO$11),(CP571-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP571<$CT$9,0.66*$CR$8*(2*32.17*CY571*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM571+(CY571-CM571)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY571>0,(CY571/IF(CY571>$CT$6+$CT$5,$CT$6+$CT$5,CY571)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY571>0,(CY571/IF(CY571>$CT$6+$CT$5,$CT$6+$CT$5,CY571)),0)*CO$5/12/3600, IF(CP571<$CT$9,0.66*$CR$8*(2*32.17*CY571*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM571+(CY571-CM571)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC571+DB571, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY571))+DC571+DB571, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH571>=$DL$9), $DL$5+$DL$6+DE571, IF(AND(DG$5>0,DH571>DG$11),(DH571-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH571<$DL$9,0.66*DJ$8*(2*32.17*DQ571*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE571+(DQ571-DE571)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ571>0, (DQ571/IF(DQ571>$DL$6+$DL$5,$DL$6+$DL$5, DQ571)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ571>0, (DQ571/IF(DQ571>$DL$6+$DL$5,$DL$6+$DL$5, DQ571)), 0)*DG$5/12/3600, IF(DH571<$DL$9,0.66*DJ$8*(2*32.17*DQ571*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE571+(DQ571-DE571)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU571+DT571, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY571))+DU571+DT571, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ571-SUM(EB571:EC571))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH571>0,EH571/IF(EH571>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH571))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL571+EK571, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY571))+EL571+EK571, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN571-EO571>EO$11),(EN571-EO571-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV571*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ571+EY571, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY571))+EZ571+EY571, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ571)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU571)),0)","v":0},{"$f":"FP571+'2-yr SBUH'!FP571","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
[1.9583333333354001,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,null,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention (No Underdrain No Liner)\", AB580+AA580, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention (No Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+AB580+AA580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Cistern\", AP580+AO580, IF('CSS BMP Sizing Calculator'!$N$23=\"Cistern\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+AP580+AO580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"IF(AZ580>'CSS BMP Sizing Calculator'!$K$40, 0.66*(PI()*(IF('CSS BMP Sizing Calculator'!$N$40=\"--\", 0,'CSS BMP Sizing Calculator'!$N$40)/2/12)^2)*(2*32.2*(AZ580-'CSS BMP Sizing Calculator'!$K$40))^0.5,0)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Infiltration Trench\", BD580+BC580, IF('CSS BMP Sizing Calculator'!$N$23=\"Infiltration Trench\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+BD580+BC580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Dry Well/Infiltration Gallery\", BO580+BN580, IF('CSS BMP Sizing Calculator'!$N$23=\"Dry Well/Infiltration Gallery\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+BO580+BN580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (No Underdrain)\", BZ580+BY580, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (No Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+BZ580+BY580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain No Liner)\", CK580+CJ580, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain No Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+CK580+CJ580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($CO$5>0, CP580>=$CT$9), $CT$6+$CT$5+CM580, IF(AND($CO$5>0,CP580>CO$11),(CP580-CO$11)/CO$5/'CSS BMP Sizing Calculator'!$AF$26,0))","v":0},{"$f":"IF(IF(CP580<$CT$9,0.66*$CR$8*(2*32.17*CY580*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM580+(CY580-CM580)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$45*IF(CY580>0,(CY580/IF(CY580>$CT$6+$CT$5,$CT$6+$CT$5,CY580)),0)*CO$5/12/3600, 'CSS BMP Sizing Calculator'!$U$45*IF(CY580>0,(CY580/IF(CY580>$CT$6+$CT$5,$CT$6+$CT$5,CY580)),0)*CO$5/12/3600, IF(CP580<$CT$9,0.66*$CR$8*(2*32.17*CY580*0.35)^0.5,0.66*$CR$8*(2*32.17*(CM580+(CY580-CM580)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Bioretention/FTP (Underdrain Liner)\", DC580+DB580, IF('CSS BMP Sizing Calculator'!$N$23=\"Bioretention/FTP (Underdrain Liner)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+DC580+DB580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AND($DG$5>0, DH580>=$DL$9), $DL$5+$DL$6+DE580, IF(AND(DG$5>0,DH580>DG$11),(DH580-DG$11)/DG$5/'CSS BMP Sizing Calculator'!$AF$27,0))","v":0},{"$f":"IF(IF(DH580<$DL$9,0.66*DJ$8*(2*32.17*DQ580*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE580+(DQ580-DE580)*0.35))^0.5)> 'CSS BMP Sizing Calculator'!$U$46*IF(DQ580>0, (DQ580/IF(DQ580>$DL$6+$DL$5,$DL$6+$DL$5, DQ580)), 0)*DG$5/12/3600, 'CSS BMP Sizing Calculator'!$U$46*IF(DQ580>0, (DQ580/IF(DQ580>$DL$6+$DL$5,$DL$6+$DL$5, DQ580)), 0)*DG$5/12/3600, IF(DH580<$DL$9,0.66*DJ$8*(2*32.17*DQ580*0.35)^0.5,0.66*DJ$8*(2*32.17*(DE580+(DQ580-DE580)*0.35))^0.5))","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Vegetated Roof\", DU580+DT580, IF('CSS BMP Sizing Calculator'!$N$23=\"Vegetated Roof\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+DU580+DT580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DX$5>0,(DZ580-SUM(EB580:EC580))/DX$5/'CSS BMP Sizing Calculator'!$AF$29,0)","v":0},{"$f":"'CSS BMP Sizing Calculator'!$V$47*(IF(EH580>0,EH580/IF(EH580>'CSS BMP Sizing Calculator'!$J$47,'CSS BMP Sizing Calculator'!$J$47,EH580))*DX$5/12/3600)","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Permeable Pavement (Underdrain)\", EL580+EK580, IF('CSS BMP Sizing Calculator'!$N$23=\"Permeable Pavement (Underdrain)\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+EL580+EK580, 0)),0)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(AND(EO$5>0,EN580-EO580>EO$11),(EN580-EO580-EO$11)/EO$5/'CSS BMP Sizing Calculator'!$AF$30,0)","v":0},{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$49*(2*32.2*EV580*0.41)^0.5","v":0},0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", IF('CSS BMP Sizing Calculator'!$N$22=\"Detention Vault or Tank\", EZ580+EY580, IF('CSS BMP Sizing Calculator'!$N$23=\"Detention Vault or Tank\", HLOOKUP('CSS BMP Sizing Calculator'!$N$22, $FU$15:$GD$880, ROWS($FY$15:$FY580))+EZ580+EY580, 0)),0)","v":0},0,0,0,0,0,0,0,0,0,{"$f":"0.66*'CSS BMP Sizing Calculator'!$X$50*(2*32.2*FJ580)^0.5","v":0},0,0,0,0,{"$f":"IF('CSS BMP Sizing Calculator'!$N$21=\"Yes\", HLOOKUP('CSS BMP Sizing Calculator'!$N$23, $FU$15:$GD$880, ROWS($FU$15:$FU580)),0)","v":0},{"$f":"FP580+'2-yr SBUH'!FP580","v":0},null,null,null,0,0,0,0,0,0,0,0,0,0]
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{"sheet":"Annual","index":14,"n_rows":98,"n_cols":39,"rows_kept":98,"cut":false,"hidden":true,"merged":[[38,27,39,31],[5,1,5,7],[8,1,8,7],[11,1,11,7],[14,1,14,7]]}
[null,"Estimating Average Annual Performance of Stormwater Improvement Projects"]
[null,"SFPUC CSS BMP Sizing Calculator - Quantity Control"]
[null,"Version 1.1 - April 2011"]
[]
[null,"Purpose "]
[null,"The \"Annual\" worksheet estimates the average annual runoff reduction of a proposed redevelopment project.  The worksheet was designed to assist SFPUC staff in evaluating redevelopments or better streets projects that incorporate green infrastructure and are seeking SFPUC grant funding.  The user inputs their site information into the \"CSS BMP Sizing Calculator\" worksheet, and the results are translated to expected average annual performance by this worksheet.  The results of the translation are presented below in the Summary of Expected Annual Performance table. "]
[]
[null,"Project Applicability"]
[null,"The CSS BMP Sizing Calculator as a whole, including the \"Annual\" worksheet calculations, is intended for simple sites with a project drainage area less than 2 acres in size.  It is recommended that larger sites and sites with complex stormwater management configurations, such as treatment trains, utilize hydrologic modeling software to estimate stormwater performance. "]
[]
[null,"Steps"]
[null,"The user should input their site information into the \"CSS BMP Sizing Calculator\" worksheet following the steps described in the \"BMP Sizing Instructions\" worksheet.  After completing the steps, the results presented in the \"CSS BMP Sizing Calculator\" worksheet will reflect the expected performance of the stormwater management systems during the 1 year, 24 hour and 2 year, 24 hour design storms.   The BMP performance during these individual storm events is automatically translated into expected average annual performance by calculations in the \"Annual\" worksheet.  The results of these calculations are presented below in the Summary of Expected Annual Performance table."]
[]
[null,"Interpreting Results"]
[null,"The table below summarizes the expected runoff to the combined sewer before and after the project improvements. Runoff to the sewer can be reduced by decreasing the site's impervious area or by implementing BMPs that incorporate infiltration, evapotranspiration, or reuse.  The values in blue display the expected quantity of runoff kept out of the sewer each year due to project implementation.  A negative value would indicate that the project is expected to increase runoff to the sewer.  \n\nThe quantity of runoff that is held by the stormwater management system, but ultimately drains back to the sewer (as in a detention basin), is indicated in the \"Runoff Detained\" row.  If cisterns or rain barrels are used, the portion of the total runoff reduction that is due to reuse is indicated in the \"Reduced Potable Demand\" row.  If infiltration BMPs are used, the portion of the total runoff reduction that is due to infiltration is indicated in the \"Increased Groundwater Recharge\" row.  Lastly, the amount of green space created by the project is estimated based on the sum of the increase in conventional pervious area at the project site and the areas of vegetated BMPs. "]
[]
[null,"Stormwater Control Plan"]
[null,"Summary of Expected Annual Performance"]
[null,"Parameter","Value"]
[null,"Project Drainage Area",{"$f":"'CSS BMP Sizing Calculator'!E52/43560","v":0},"acres"]
[null,"Total Runoff to CSS (Pre-Project)",{"$f":"L64","v":{"$error":"#DIV/0!"}},"gal/yr"]
[null,"Total Runoff to CSS (Post-Project)",{"$f":"S65-AE57","v":0},"gal/yr"]
[null,"Annual Runoff Removed From Sewer(1)",{"$f":"AE59","v":{"$error":"#DIV/0!"}},"gal/yr"]
[null,"Percent of Total Annual Runoff Removed",{"$f":"C23/C21*100","v":{"$error":"#DIV/0!"}},"%"]
[null,"Runoff Detained(2)",{"$f":"AF59","v":0},"gal/yr"]
[null,"Reduced Potable Demand(3)",{"$f":"W57*7.48","v":0},"gal/yr"]
[null,"Increased Groundwater Recharge(4)",{"$f":"U57*7.48+AE58","v":{"$error":"#DIV/0!"}},"gal/yr"]
[null,"Increased Green Space(5)",{"$f":"('CSS BMP Sizing Calculator'!E35-'CSS BMP Sizing Calculator'!D35+Annual!C45+Annual!C51+Annual!C53)/43560","v":0},"acres"]
[null,"Notes:"]
[null,"(1) Runoff permanently removed from sewer through infiltration, evapotranspiration, or reuse. "]
[null,"(2) Runoff delayed before draining back to sewer. "]
[null,"(3) Annual runoff reused through rainwater harvesting."]
[null,"(4) Increase in infiltration due to changes in conventional pervious areas and installation of infiltration BMPs."]
[null,"(5) Includes conventional vegetated areas plus rain gardens, flow-through planters, and vegetated roofs. "]
[]
[null,"Abbreviations: CSS = combined sewer system, gal/yr = gallons per year"]
[]
[null,"Calculations to translate \"CSS BMP Sizing Calculator\" design storm performance results into annual expected performance. Results of the translation calculations are summarized in the above table. "]
[null,null,"Area Summary",null,null,null,"2-yr 24hr Storm Runoff Volumes",null,null,null,null,null,null,null,"Annual Runoff Volumes",null,null,null,null,null,null,null,null,null,null,null,null,"Summary of Annual Runoff Reduction",null,null,null,null,null,null,null,null,"2yr Rain",2.8519999999999999,"inches"]
[null,null,null,null,null,null,"IN","OUT",null,null,null,null,null,null,"IN",null,null,null,null,null,"OUT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Annual Rainfall",21.91,"inches"]
[null,"LID Measure","LID Area (ft2)","Impervious DMA (ft2)","Pervious DMA (ft2)","Total DMA + LID Area (ft2)","Total Runoff to LID (ft3)"," Infiltration (ft3)","E/T Losses (ft3)","Reuse (ft3)","Volume Remaining in Storage (ft3)","Detained Discharge Volume (ft3)","Overflow Volume (ft3)","Total (ft3)","2yr Storm C factor","Max Runoff Depth Captured (in)","Max Rainfall Depth Captured (in)","Percent of Annual Rainfall Captured","Annual Runoff to LID (ft3)","Annual Runoff Captured (ft3)"," Infiltration (ft3)","E/T Losses (ft3)","Reuse (ft3)","Volume Remaining in Storage (ft3)","Detained Discharge Volume (ft3)","Overflow Volume (ft3)","Total (ft3)","Percent of Annual Runoff from DMA Retained","Percent of Annual Runoff from DMA Detained","Percent of Annual Runoff from DMA Overflows to CSS","Runoff Retained(1) (gal/yr)","Runoff Detained(2) (gal/yr)"]
[null,"Runoff Direct to CSS",null,{"$f":"'2-yr SBUH'!FO4","v":0},{"$f":"'2-yr SBUH'!FO3","v":0},{"$f":"SUM(D42:E42)","v":0},{"$f":"'2-yr SBUH'!FO5","v":0},null,null,null,null,null,null,{"$f":"G42","v":0},{"$f":"IF(F42>0,G42/F42/($AL$39/12),0)","v":0},{"$f":"IF(G42>0,(N42-M42)/F42*12,0)","v":0},{"$f":"IF(O42>0,P42/O42,0)","v":0},1,{"$f":"$AL$40/12*O42*F42","v":0},{"$f":"R42*S42","v":0},null,null,null,null,null,null,{"$f":"O42*F42*AL40/12","v":0}]
[]
[null,"Retention LID Measures",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"48 hour % Capture Curves"]
[null,"Bioretention (No Underdrain, No Liner)",{"$f":"'CSS BMP Sizing Calculator'!E39","v":0},{"$f":"'CSS BMP Sizing Calculator'!G39","v":0},{"$f":"'CSS BMP Sizing Calculator'!H39","v":0},{"$f":"SUM(C45:E45)","v":0},{"$f":"'CSS BMP Sizing Calculator'!G74","v":0},{"$f":"'CSS BMP Sizing Calculator'!H74","v":0},"--",0,{"$f":"'CSS BMP Sizing Calculator'!J74","v":0},{"$f":"'CSS BMP Sizing Calculator'!K74","v":0},{"$f":"'CSS BMP Sizing Calculator'!L74","v":0},{"$f":"SUM(H45:M45)","v":0},{"$f":"IF(F45>0,G45/F45/($AL$39/12),0)","v":0},{"$f":"IF(G45>0,(N45-M45)/F45*12,0)","v":0},{"$f":"IF(O45>0,P45/O45,0)","v":0},{"$f":"VLOOKUP(Q45,$AK$47:$AL$98,2)","v":0},{"$f":"$AL$40/12*O45*F45","v":0},{"$f":"R45*S45","v":0},{"$f":"IF(G45>0,H45/($N45-$M45)*$T45,0)","v":0},0,0,{"$f":"IF(G45>0,K45/($N45-$M45)*$T45,0)","v":0},{"$f":"IF(G45>0,L45/($N45-$M45)*$T45,0)","v":0},{"$f":"S45-T45","v":0},{"$f":"SUM(U45:Z45)","v":0},{"$f":"IF(S45>0,AE45/($S45*7.48),0)","v":0},{"$f":"IF(T45>0,AF45/($S45*7.48),0)","v":0},{"$f":"IF(U45>0,Z45/S45,0)","v":0},{"$f":"SUM(U45:X45)*7.48","v":0},{"$f":"Y45*7.48","v":0},null,null,null,null,"Rainfall ","Annual "]
[null,"Cistern",{"$f":"'CSS BMP Sizing Calculator'!E40","v":0},{"$f":"'CSS BMP Sizing Calculator'!G40","v":0},{"$f":"'CSS BMP Sizing Calculator'!H40","v":0},0,{"$f":"'CSS BMP Sizing Calculator'!G75","v":0},{"$f":"'CSS BMP Sizing Calculator'!H75","v":0},"--",{"$f":"'CSS BMP Sizing Calculator'!I75","v":0},{"$f":"'CSS BMP Sizing Calculator'!J75","v":0},{"$f":"'CSS BMP Sizing Calculator'!K75","v":0},{"$f":"'CSS BMP Sizing Calculator'!L75","v":0},{"$f":"SUM(H46:M46)","v":0},{"$f":"IF(F46>0,G46/F46/($AL$39/12),0)","v":0},{"$f":"IF(G46>0,(N46-M46)/F46*12,0)","v":0},{"$f":"IF(O46>0,P46/O46,0)","v":0},{"$f":"VLOOKUP(Q46,$AK$47:$AL$98,2)","v":0},{"$f":"'RWH 10-yr Simulation'!AI25/10/7.48","v":0},{"$f":"'RWH 10-yr Simulation'!AJ25/10/7.48","v":0},0,0,{"$f":"'RWH 10-yr Simulation'!AQ25/10/7.48","v":0},0,0,{"$f":"S46-T46","v":0},{"$f":"SUM(U46:Z46)","v":0},{"$f":"IF(S46>0,AE46/(S46*7.48),0)","v":0},{"$f":"IF(T46>0,AF46/($S46*7.48),0)","v":0},{"$f":"IF(U46>0,Z46/S46,0)","v":0},{"$f":"SUM(U46:X46)*7.48","v":0},{"$f":"Y46*7.48","v":0},null,null,null,null,"Depth (in)","Percent Capture"]
[null,"Infiltration Trench",{"$f":"'CSS BMP Sizing Calculator'!E41","v":0},{"$f":"'CSS BMP Sizing Calculator'!G41","v":0},{"$f":"'CSS BMP Sizing Calculator'!H41","v":0},0,{"$f":"'CSS BMP Sizing Calculator'!G76","v":0},{"$f":"'CSS BMP Sizing Calculator'!H76","v":0},"--",0,{"$f":"'CSS BMP Sizing Calculator'!J76","v":0},{"$f":"'CSS BMP Sizing Calculator'!K76","v":0},{"$f":"'CSS BMP Sizing Calculator'!L76","v":0},{"$f":"SUM(H47:M47)","v":0},{"$f":"IF(F47>0,G47/F47/($AL$39/12),0)","v":0},{"$f":"IF(G47>0,(N47-M47)/F47*12,0)","v":0},0,{"$f":"VLOOKUP(Q47,$AK$47:$AL$98,2)","v":0},{"$f":"$AL$40/12*O47*F47","v":0},{"$f":"R47*S47","v":0},{"$f":"IF(G47>0,H47/($N47-$M47)*$T47,0)","v":0},0,0,{"$f":"IF(G47>0,K47/($N47-$M47)*$T47,0)","v":0},{"$f":"IF(G47>0,L47/($N47-$M47)*$T47,0)","v":0},{"$f":"S47-T47","v":0},{"$f":"SUM(U47:Z47)","v":0},{"$f":"IF(S47>0,AE47/(S47*7.48),0)","v":0},{"$f":"IF(T47>0,AF47/($S47*7.48),0)","v":0},{"$f":"IF(U47>0,Z47/S47,0)","v":0},{"$f":"SUM(U47:X47)*7.48","v":0},{"$f":"Y47*7.48","v":0},null,null,null,null,0,0]
[null,"Dry Well",{"$f":"'CSS BMP Sizing Calculator'!E42","v":0},{"$f":"'CSS BMP Sizing Calculator'!G42","v":0},{"$f":"'CSS BMP Sizing Calculator'!H42","v":0},0,{"$f":"'CSS BMP Sizing Calculator'!G77","v":0},{"$f":"'CSS BMP Sizing Calculator'!H77","v":0},"--",0,{"$f":"'CSS BMP Sizing Calculator'!J77","v":0},{"$f":"'CSS BMP Sizing Calculator'!K77","v":0},{"$f":"'CSS BMP Sizing Calculator'!L77","v":0},{"$f":"SUM(H48:M48)","v":0},{"$f":"IF(F48>0,G48/F48/($AL$39/12),0)","v":0},0,0,{"$f":"VLOOKUP(Q48,$AK$47:$AL$98,2)","v":0},{"$f":"$AL$40/12*O48*F48","v":0},{"$f":"R48*S48","v":0},0,0,0,0,0,{"$f":"S48-T48","v":0},{"$f":"SUM(U48:Z48)","v":0},{"$f":"IF(S48>0,AE48/(S48*7.48),0)","v":0},{"$f":"IF(T48>0,AF48/($S48*7.48),0)","v":0},{"$f":"IF(U48>0,Z48/S48,0)","v":0},{"$f":"SUM(U48:X48)*7.48","v":0},{"$f":"Y48*7.48","v":0},null,null,null,null,0.03,0.06]
[null,"Permeable Pavement (No Underdrain)",{"$f":"'CSS BMP Sizing Calculator'!E43","v":0},{"$f":"'CSS BMP Sizing Calculator'!G43","v":0},{"$f":"'CSS BMP Sizing Calculator'!H43","v":0},0,{"$f":"'CSS BMP Sizing Calculator'!G78","v":0},{"$f":"'CSS BMP Sizing Calculator'!H78","v":0},"--",0,{"$f":"'CSS BMP Sizing Calculator'!J78","v":0},{"$f":"'CSS BMP Sizing Calculator'!K78","v":0},{"$f":"'CSS BMP Sizing Calculator'!L78","v":0},{"$f":"SUM(H49:M49)","v":0},{"$f":"IF(F49>0,G49/F49/($AL$39/12),0)","v":0},0,0,{"$f":"VLOOKUP(Q49,$AK$47:$AL$98,2)","v":0},{"$f":"$AL$40/12*O49*F49","v":0},{"$f":"R49*S49","v":0},0,0,0,0,0,{"$f":"S49-T49","v":0},{"$f":"SUM(U49:Z49)","v":0},{"$f":"IF(S49>0,AE49/(S49*7.48),0)","v":0},{"$f":"IF(T49>0,AF49/($S49*7.48),0)","v":0},{"$f":"IF(U49>0,Z49/S49,0)","v":0},{"$f":"SUM(U49:X49)*7.48","v":0},{"$f":"Y49*7.48","v":0},null,null,null,null,0.05,0.1]
[null,"Detention + Evapotranspiration LID Measures",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.06,0.13]
[null,"Bioretention/FTP (Underdrain, No Liner)",{"$f":"'CSS BMP Sizing Calculator'!E45","v":0},{"$f":"'CSS BMP Sizing Calculator'!G45","v":0},{"$f":"'CSS BMP Sizing Calculator'!H45","v":0},0,{"$f":"'CSS BMP Sizing Calculator'!G80","v":0},{"$f":"'CSS BMP Sizing Calculator'!H80-('2-yr SBUH'!CX4+'2-yr SBUH TT'!CX4)","v":0},{"$f":"'CSS BMP Sizing Calculator'!H80-('2-yr SBUH'!CX3+'2-yr SBUH TT'!CX3)","v":0},0,{"$f":"'CSS BMP Sizing Calculator'!J80","v":0},{"$f":"'CSS BMP Sizing Calculator'!K80","v":0},{"$f":"'CSS BMP Sizing Calculator'!L80","v":0},{"$f":"SUM(H51:M51)","v":0},{"$f":"IF(F51>0,G51/F51/($AL$39/12),0)","v":0},{"$f":"IF(G51>0,(N51-M51)/F51*12,0)","v":0},0,{"$f":"VLOOKUP(Q51,$AK$47:$AL$98,2)","v":0},{"$f":"$AL$40/12*O51*F51","v":0},{"$f":"R51*S51","v":0},{"$f":"IF($G51>0,H51/($N51-$M51)*$T51,0)","v":0},{"$f":"IF($G51>0,I51/($N51-$M51)*$T51,0)","v":0},0,0,0,{"$f":"S51-T51","v":0},{"$f":"SUM(U51:Z51)","v":0},{"$f":"IF(S51>0,AE51/(S51*7.48),0)","v":0},{"$f":"IF(T51>0,AF51/($S51*7.48),0)","v":0},{"$f":"IF(U51>0,Z51/S51,0)","v":0},{"$f":"SUM(U51:X51)*7.48","v":0},{"$f":"Y51*7.48","v":0},null,null,null,null,0.08,0.15]
[null,"Bioretention (Underdrain, Liner)",{"$f":"'CSS BMP Sizing Calculator'!E46","v":0},{"$f":"'CSS BMP Sizing Calculator'!G46","v":0},{"$f":"'CSS BMP Sizing Calculator'!H46","v":0},{"$f":"SUM(C52:E52)","v":0},{"$f":"'CSS BMP Sizing Calculator'!G81","v":0},{"$f":"'CSS BMP Sizing Calculator'!H81-('2-yr SBUH'!DP4+'2-yr SBUH TT'!DP5)","v":0},{"$f":"'CSS BMP Sizing Calculator'!H81-('2-yr SBUH'!DP3+'2-yr SBUH TT'!DP3)","v":0},0,{"$f":"'CSS BMP Sizing Calculator'!J81","v":0},{"$f":"'CSS BMP Sizing Calculator'!K81","v":0},{"$f":"'CSS BMP Sizing Calculator'!L81","v":0},{"$f":"SUM(H52:M52)","v":0},{"$f":"IF(F52>0,G52/F52/($AL$39/12),0)","v":0},{"$f":"IF(G52>0,(N52-M52)/F52*12,0)","v":0},{"$f":"IF(O52>0,P52/O52,0)","v":0},{"$f":"VLOOKUP(Q52,$AK$47:$AL$98,2)","v":0},{"$f":"$AL$40/12*O52*F52","v":0},{"$f":"R52*S52","v":0},{"$f":"IF($G52>0,H52/($N52-$M52)*$T52,0)","v":0},{"$f":"IF($G52>0,I52/($N52-$M52)*$T52,0)","v":0},0,{"$f":"IF(G52>0,K52/($N52-$M52)*$T52,0)","v":0},{"$f":"IF(G52>0,L52/($N52-$M52)*$T52,0)","v":0},{"$f":"S52-T52","v":0},{"$f":"SUM(U52:Z52)","v":0},{"$f":"IF(S52>0,AE52/(S52*7.48),0)","v":0},{"$f":"IF(T52>0,AF52/($S52*7.48),0)","v":0},{"$f":"IF(U52>0,Z52/S52,0)","v":0},{"$f":"SUM(U52:X52)*7.48","v":0},{"$f":"Y52*7.48","v":0},null,null,null,null,0.08,0.15]
[null,"Vegetated Roof",{"$f":"'CSS BMP Sizing Calculator'!E47","v":0},{"$f":"'CSS BMP Sizing Calculator'!G47","v":0},{"$f":"'CSS BMP Sizing Calculator'!H47","v":0},0,{"$f":"'CSS BMP Sizing Calculator'!G82","v":0},0,{"$f":"'CSS BMP Sizing Calculator'!H82","v":0},0,{"$f":"'CSS BMP Sizing Calculator'!J82","v":0},{"$f":"'CSS BMP Sizing Calculator'!K82","v":0},{"$f":"'CSS BMP Sizing Calculator'!L82","v":0},{"$f":"SUM(H53:M53)","v":0},{"$f":"IF(F53>0,G53/F53/($AL$39/12),0)","v":0},0,0,{"$f":"VLOOKUP(Q53,$AK$47:$AL$98,2)","v":0},{"$f":"$AL$40/12*O53*F53","v":0},{"$f":"R53*S53","v":0},0,{"$f":"IF($G53>0,I53/($N53-$M53)*$T53,0)","v":0},0,0,0,{"$f":"S53-T53","v":0},{"$f":"SUM(U53:Z53)","v":0},{"$f":"IF(S53>0,AE53/(S53*7.48),0)","v":0},{"$f":"IF(T53>0,AF53/($S53*7.48),0)","v":0},{"$f":"IF(U53>0,Z53/S53,0)","v":0},{"$f":"SUM(U53:X53)*7.48","v":0},{"$f":"Y53*7.48","v":0},null,null,null,null,0.08,0.15]
[null,"Detention LID Measures",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.12,0.21539999999999998]
[null,"Permeable Pavement (Underdrain)",{"$f":"'CSS BMP Sizing Calculator'!E49","v":0},{"$f":"'CSS BMP Sizing Calculator'!G49","v":0},{"$f":"'CSS BMP Sizing Calculator'!H49","v":0},0,{"$f":"'CSS BMP Sizing Calculator'!G84","v":0},{"$f":"'CSS BMP Sizing Calculator'!H84","v":0},"--",0,{"$f":"'CSS BMP Sizing Calculator'!J84","v":0},{"$f":"'CSS BMP Sizing Calculator'!K84","v":0},{"$f":"'CSS BMP Sizing Calculator'!L84","v":0},{"$f":"SUM(H55:M55)","v":0},{"$f":"IF(F55>0,G55/F55/($AL$39/12),0)","v":0},0,0,{"$f":"VLOOKUP(Q55,$AK$47:$AL$98,2)","v":0},{"$f":"$AL$40/12*O55*F55","v":0},{"$f":"R55*S55","v":0},0,0,0,0,0,{"$f":"S55-T55","v":0},{"$f":"SUM(U55:Z55)","v":0},{"$f":"IF(S55>0,AE55/(S55*7.48),0)","v":0},{"$f":"IF(T55>0,AF55/($S55*7.48),0)","v":0},{"$f":"IF(U55>0,Z55/S55,0)","v":0},{"$f":"SUM(U55:X55)*7.48","v":0},{"$f":"Y55*7.48","v":0},null,null,null,null,0.16,0.28000000000000003]
[null,"Detention Vault ",{"$f":"'CSS BMP Sizing Calculator'!E50","v":0},{"$f":"'CSS BMP Sizing Calculator'!G50","v":0},{"$f":"'CSS BMP Sizing Calculator'!H50","v":0},0,{"$f":"'CSS BMP Sizing Calculator'!G85","v":0},0,"--",0,{"$f":"'CSS BMP Sizing Calculator'!J85","v":0},{"$f":"'CSS BMP Sizing Calculator'!K85","v":0},{"$f":"'CSS BMP Sizing Calculator'!L85","v":0},{"$f":"SUM(H56:M56)","v":0},{"$f":"IF(F56>0,G56/F56/($AL$39/12),0)","v":0},0,0,{"$f":"VLOOKUP(Q56,$AK$47:$AL$98,2)","v":0},{"$f":"$AL$40/12*O56*F56","v":0},{"$f":"R56*S56","v":0},0,0,0,0,0,{"$f":"S56-T56","v":0},{"$f":"SUM(U56:Z56)","v":0},{"$f":"IF(S56>0,AE56/(S56*7.48),0)","v":0},{"$f":"IF(T56>0,AF56/($S56*7.48),0)","v":0},{"$f":"IF(U56>0,Z56/S56,0)","v":0},{"$f":"SUM(U56:X56)*7.48","v":0},{"$f":"Y56*7.48","v":0},null,null,null,null,0.17,0.3]
[null,"Totals",{"$f":"'CSS BMP Sizing Calculator'!E51","v":0},{"$f":"'CSS BMP Sizing Calculator'!G52","v":0},{"$f":"'CSS BMP Sizing Calculator'!H52","v":0},{"$f":"SUM(F45:F56)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(F57>0,G57/F57/($AL$39/12),0)","v":0},0,0,{"$f":"VLOOKUP(Q57,$AK$47:$AL$98,2)","v":0},{"$f":"SUM(S45:S56)","v":0},0,0,0,0,0,0,0,0,{"$f":"IF(S57>0,AE57/(S57*7.48),0)","v":0},{"$f":"IF(T57>0,AF57/($S57*7.48),0)","v":0},{"$f":"IF(U57>0,Z57/S57,0)","v":0},{"$f":"SUM(U57:X57)*7.48","v":0},{"$f":"Y57*7.48","v":0},null,null,null,null,0.2,0.33500000000000002]
[null,"Notes:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Runoff Reduction Due to Change in Conventional Surfaces",{"$f":"('2-yr SBUH'!M9-'2-yr SBUH'!Z9)*AL40/AL39*7.48","v":{"$error":"#DIV/0!"}},"N/A",null,null,null,null,0.24,0.3876]
[null,"(1) Removed from combined sewer through infiltration, evapotranspiration, or reuse. Note: values are in gallons per year. ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Site Totals",{"$f":"AE58+AE57","v":{"$error":"#DIV/0!"}},{"$f":"AF57","v":0},null,null,null,null,0.28000000000000003,0.44]
[null,"(2) Delayed before draining back to combined sewer. Note: values are in gallons per year. ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.3,0.46]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.33,0.49]
[null,null,null,null,null,null,null,null,null,null,null,"Pre-Project",null,null,null,null,null,null,"Post-Project",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.36,0.52689999999999992]
[null,null,null,null,null,null,null,null,null,null,"Annual Site Runoff (ft3)",{"$f":"'2-yr SBUH'!M9*AL40/AL39","v":{"$error":"#DIV/0!"}},null,null,null,null,null,"Annual Runoff Direct To CSS  (ft3)",{"$f":"AA42","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.4,0.56999999999999995]
[null,null,null,null,null,null,null,null,null,null,"Annual Site Runoff (gal)",{"$f":"L63*7.48","v":{"$error":"#DIV/0!"}},null,null,null,null,null,"Total Annual Site Runoff (ft3)",{"$f":"S63+S57","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.48,0.63739999999999997]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Annual Site Runoff (gal)",{"$f":"S64*7.48","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.52,0.67]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rough  Estimate of Annual as Check (gal)",{"$f":"(0.3*'2-yr SBUH'!T9+0.95*'2-yr SBUH'!Q4)*Annual!AL40/12*7.48","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.6,0.72510000000000008]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Percent Difference",{"$f":"(S65-S66)/S65","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.64,0.75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.72,0.79280000000000006]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.78,0.82]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.84,0.84489999999999998]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.96,0.88459999999999994]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.08,0.91489999999999994]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.2,0.93709999999999993]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.32,0.9534999999999999]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.44,0.96519999999999995]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.56,0.97400000000000009]
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