{"text_format":"1","workbook":"xlsx","n_sheets":17,"sheets":["INTRO","Site Assessment","Site Layout","RPA","GreenRoof","BlueRoof","BR","SF","PPS","EDB","RP","CWP","HRMF","HRBF","HDS","CUHP_Calcs","Example Site"],"not_rendered":{"charts":0,"images":19,"macros":1,"external_links":0,"defined_names":1153,"comments":12,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"row_number_cap","date_system":"1900"}

{"sheet":"INTRO","index":0,"n_rows":104,"n_cols":14,"rows_kept":104,"cut":false,"hidden":false,"merged":[[62,2,62,10],[63,0,63,12],[68,0,68,12],[7,1,7,11],[2,1,3,11],[4,1,4,11],[5,1,5,11],[6,1,6,11],[54,2,56,11],[58,2,60,11],[9,14,11,23],[13,14,14,23],[44,2,48,11],[50,2,52,11],[41,2,42,11],[9,2,11,11],[13,2,14,11],[16,2,19,11]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Workbook Protected"]
[null,"STORMWATER CONTROL MEASURE (SCM) DESIGN WORKBOOK"]
[]
[null,"SCM Design, Version 4.02 (June 2025)"]
[null,"Mile High Flood District"]
[null,"Denver, Colorado"]
[null,"www.mhfd.org"]
[]
[null,"Purpose:","This workbook is used as a preliminary SCM site design aid and a tool to demonstrate the proper use of MHFD critiera and the achievement of specific treatment thresholds as laid out in the design standards of the MS4 permit. This workbook is not intended to determine compliance with MS4 design standards and exclusions, that is the responsiblity of the Engineer and Reviewing Permittee."]
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[null,"Function:","This workbook provides the designer with tools to incorporate MHFD Volume 3 Chapter 4 SCM criteria and sizing into the site assessment, site layout, and preliminary design; and to calculate the downstream benefits of runoff reduction on WQCV requirements."]
[]
[]
[null,"Compatibility:","This SCM Design workbook is intended to be compatible with MHFD-Detention, which allows the user to develop SCM basin geometries (depth, area, and volume), calculate orifice opening dimensions and other outlet structure components for the WQCV event and larger storms, and route storm hydrographs through SCMs. User input cells are provided in this workbook for areas, volumes, and outlet dimensions when incorporation of MHFD-Detention results is appropriate."]
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[null,"Content:","The workbook consists of the following worksheets (see flow chart below which describes worksheet interaction):"]
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[null,"Site Assessment","The Site Assessment worksheet (optional) evaluates an entire site with respect to physical characteristics, opportunities for runoff reduction,and suitability for infiltration-based SCMs."]
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[]
[null,"Site Layout","The Site Layout worksheet (required) is the primary hub for evaluating a site and serves as the gateway to all other SCM worksheets listed below. The user can define multiple outfalls from the site and then evaluate different MS4 Standards and SCM Types for each outfall. When a user selects an SCM type, a new worksheet of that type will be created with the corresponding Outfall ID (ID#). Water quality results from the SCM worksheet will then be carried back to the Site Layout worksheet for that Outfall ID column.  At the bottom of the Site Layout worksheet, all outfalls will be  summed to provide water quality results for the entire site."]
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[null,"SCM Worksheets","New SCM worksheets (SCM_ID#), generated from the Site Layout worksheet, allow the user to develop a preliminary design in accordance with MHFD criteria provided in Chapter 4 of the USDCM. Two additional worksheets can be generated from within most SCM worksheets to design and account for runoff reduction through RPA treatment upstream of the SCM and/or a pretreatment Sedimentation MTD. "]
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[]
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[null,"Example Site","The Example Site worksheet includes a demonstration of how the Site Layout worksheet can be applied to a project site.  The example includes 10 different outfalls with various paired SCM worksheets including RPA, Rooftop Systems, BR, SF, and EDB.  The example further demonstrates how the RPA worksheet can be paired with an EDB worksheet to define upstream runoff reduction for inflows to the EDB."]
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[]
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[null,"Example Site","The Example Site worksheet includes a demonstration of how the Site Layout worksheet can be applied to a project site.  The example includes 10 different outfalls with various paired SCM worksheets including RPA, Rooftop Systems, BR, SF, and EDB.  The example further demonstrates how the RPA worksheet can be paired with an EDB worksheet to define upstream runoff reduction for inflows to the EDB."]
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[null,"Worksheet Naming Convention","SCM Worksheet Title",null,null,null,null,null,null,null,null,"Fact Sheet"]
["Upstream Treatment SCMs"]
[null,"SCM_ID#_Inflows","SCM Inflows from Upstream Receiving Pervious Areas (RPA) Including Grass Buffers and Grass Swales",null,null,null,null,null,null,null,null,"T-1"]
[]
[null,"SCM_ID#_HDS_Inflow#","Sedimentation Manufactured Treatment Device (Sedimentation MTD) - Hydrodynamic Separator (HDS)",null,null,null,null,null,null,null,null,"T-8"]
[]
["SCMs"]
[null,"RPA_ID#","Receiving Pervious Areas (RPA) Including Grass Buffers and Grass Swales",null,null,null,null,null,null,null,null,"T-1"]
[]
[null,"GreenRoof_ID#","Green Roof Systems (GreenRoof)",null,null,null,null,null,null,null,null,"T-2"]
[]
[null,"BlueRoof_ID#","Blue Roof Systems (BlueRoof)",null,null,null,null,null,null,null,null,"T-2"]
[]
[null,"BR_ID#","Bioretention Systems (BR)",null,null,null,null,null,null,null,null,"T-3"]
[]
[null,"SF_ID#","Sand Filters (SF)",null,null,null,null,null,null,null,null,"T-4"]
[]
[null,"PPS_ID#","Permeable Pavement Systems (PPS)",null,null,null,null,null,null,null,null,"T-5"]
[]
[null,"EDB_ID#","Extended Detention Basins (EDB)",null,null,null,null,null,null,null,null,"T-6"]
[]
[null,"RP_ID#","Retention Ponds (RP)",null,null,null,null,null,null,null,null,"T-7"]
[]
[null,"CWP_ID#","Constructed Wetland Ponds (CWP)",null,null,null,null,null,null,null,null,"T-7"]
[]
[null,"HRMF_ID#","Filtration Manufactured Treatment Device (Filtration MTD) - High Rate Media Filtration (HRMF)",null,null,null,null,null,null,null,null,"T-8"]
[]
[null,"HRBF_ID#","Filtration Manufactured Treatment Device (Filtration MTD) - High Rate Biofiltration (HRBF)",null,null,null,null,null,null,null,null,"T-8"]
[]
[]
[null,"Acknowledgements:","Spreadsheet Development Team:"]
[null,null,"Derek N. Rapp, P.E."]
[null,null,"Peak Stormwater Engineering, LLC"]
[]
[null,null,"Candice Owen, P.E."]
[null,null,"Cerulean Consulting, LLC"]
[]
[null,null,"Holly Piza, P.E. and Brik Zivkovich, P.E."]
[null,null,"Mile High Flood District"]
[null,null," "]
[null,"Comments?","Direct all comments regarding this spreadsheet workbook to:",null,null,null,null,"MHFD email"]
[null,"Revisions?","Check for revised versions of this or any other workbook at:",null,null,null,null,"Downloads"]

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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[null,"Site Assessment"]
[null,{"$f":"Version_Release","v":"SCM Design, Version 4.02 (June 2025)"}]
[null,null,"Designer:"]
[null,null,"Company:"]
[null,null,"Date:",null,{"$f":"NOW()","v":"2025-06-24T15:49:48.550"}]
[null,null,"Project:"]
[null,null,"Location:"]
[]
[]
[null,null,"1.  Physical Site Characteristics"]
[]
[null,null,null,"A) Total Site Area",null,null,null,null,null,null,"Area =",null,"acres",{"$f":"IF(SA_SiteArea_ac=\"\",\"\",SA_SiteArea_ac*43560)","v":""},"ft2"]
[]
[null,null,null,"B) Describe any upstream offsite areas that drain onto site and"]
[null,null,null,"     downstream conveyance systems or overland flow paths. "]
[]
[]
[]
[null,null,null,"C) Describe any floodplain/floodway mapping, fluvial hazard zones,"]
[null,null,null,"     or geomorphic/geotechnical instabilites that may impact the site."]
[]
[]
[]
[null,null,null,"D) Is the watershed anticipated to be in a phased development",null,null,null,null,null,null,null,null,null,{"$f":"IF(SA_Developing=\"YES\",\"Consider Treatment Train / Pretreatment\",\"\")","v":""}]
[null,null,null,"     state for a number of years moving forward or are highly"]
[null,null,null,"     erosive soils present?  Explain."]
[]
[]
[]
[null,null,null,"E) List any vegetation assessments that have been conducted"]
[null,null,null,"      including wetland and aquatic resources delineations."]
[]
[]
[]
[null,null,null,"F) List any assessments of habitat for threatened or"]
[null,null,null,"     endangered species and other regulated species."]
[]
[]
[]
[null,null,null,"G) Describe any existing and/or proposed utility mapping for "]
[null,null,null,"     subsurface and/or above-ground utilities that may impact SCMs."]
[]
[]
[]
[null,null,null,"H) Are there receiving water quality concerns such as TMDLs,"]
[null,null,null,"    303(d) listings, or other pollutant reduction targets? Explain."]
[null,null,null,{"$f":"IF(SA_TMDLs=\"YES\",\"Consider full infiltration design if possible.  For nutrient concerns, consider adding upturned elbow and ensure biorention media mix is lower in nutrients to reduce the potential for export from the SCM.\",\"\")","v":""}]
[]
[]
[]
[null,null,null,"I) Describe how community values including context, scale,"]
[null,null,null,"    materials, and user experience will be incorporated on site."]
[null,null,null,"    See Chapter 4 for additional gudance. "]
[]
[]
[null,null,null,"J)  Will attenuation of the EURV and/or flood storage (e.g. FSD)"]
[null,null,null,"     be provided onsite?"]
[]
[]
[]
[]
[]
[null,null,"2.  Opportunities for Step 1: Runoff Reduction"]
[]
[null,null,null,"A) Describe opportunities for runoff reduction measures that can"]
[null,null,null,"     be used on this site to potentially reduce WQCV requirements?   "]
[]
[null,null,null,"Conserve Existing Amenities: Identify portions of site that should be protected including mature trees, stream corridors, wetlands, and Type A/B soils with high infiltration potential."]
[]
[]
[]
[null,null,null,"Minimize Impacts: Creative site layout and constructing to minimum widths can reduce the extent of paved areas.  Concentrate new impervious areas over Type C/D soils.  Maintain natural drainage patterns and promote sheet flow."]
[]
[]
[]
[]
[null,null,null,"Minimize Directly Connected Impervious Areas (MDCIA): Allow runoff from impervious areas to sheet flow through vegetation which slows runoff, promotes infiltration, reduces pollutant loads and helps mimic predevelopment hydrology.  "]
[]
[]
[]
[]
[]
[null,null,"3.  Suitability for Infiltration-Based SCMs"]
[]
[null,null,null,"A) What are the dominant Hydrologic Soil Groups (HSG) for the site?",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(L86=\"\",\"\",IF(L86=\"Type A and B Soils\",\"Soils suitable for full infiltration\",\"Soils not suitable for full infiltration\"))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(SA_SoilGroup=\"\",\"\",IF(SA_SoilGroup=\"Type A and B Soils\",\"A/B\",\"C/D\"))","v":""}]
[null,null,null,"B) Provide a description of topsoil texture, agronomic properties,"]
[null,null,null,"    and geotechnical soil characterizations."]
[]
[]
[]
[null,null,null,"C) Identify Site Constraints"]
[null,null,null,"    i) Is subgrade depth to bedrock < 3 feet?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SA_Bedrock=\"YES\",\"Infiltration capacity limited\",\"\")","v":""}]
[null,null,null,"    ii) Is subgrade depth to seasonal high groundwater table < 3 feet?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SA_Groundwater=\"YES\",\"Infiltration limited and may float liner\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(COUNTA(L94:L95)<2,\"\",\nIF(OR(SA_Bedrock=\"YES\",SA_Groundwater=\"YES\"),\"LOW\",\"NONE\"))","v":""}]
[null,null,null,"D) Identify Site Risks"]
[null,null,null,"    i) Are expansive/collapsible soils present?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SA_ExpansiveSoils=\"YES\",\"Potential damage to structures/roads\",\"\")","v":""}]
[null,null,null,"    ii) Are highly concentrated pollutant sources present (hotspot)?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SA_Hotspot=\"YES\",\"Potential clogging of filtration media\",\"\")","v":""}]
[null,null,null,"    iii) Is site located above contaminated soils or groundwater?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SA_Contamination=\"YES\",\"Potential groundwater contamination\",\"\")","v":""}]
[null,null,null,"    iv) Are steep slopes present in proposed SCM locations? (> 3H:1V)",null,null,null,null,null,null,null,null,null,{"$f":"IF(SA_Slopes=\"YES\",\"Potentially unstable slope when saturated\",\"\")","v":""}]
[null,null,null,"    v) Are there other concerns that indicate high risk for infiltration?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SA_HighRIsk=\"YES\",\"Find alternative SCM\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(COUNTA(L98:L102)<5,\"\",\nIF(SA_HighRIsk=\"YES\",\"HIGH\",\nIF(OR(SA_ExpansiveSoils=\"YES\",SA_Hotspot=\"YES\",SA_Contamination=\"YES\",SA_Slopes=\"YES\"),\"MODERATE\",\"NONE\")))","v":""}]
[null,null,null,"E) Describe Exploratory Borings/Pits and Laboratory Tests (Sec. 4.2)",null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(SA_Pits_num=\"\",SA_SiteArea_ft2=\"\"),\"\",\nIF(AND(SA_Pits_num<2,OR(SA_SiteArea_ft2=\"\",SA_SiteArea_ft2<160000)),\"Recommend at least 2 borings/pits\",\nIF(AND(SA_SiteArea_ft2>160000,SA_Pits_num<MAX(2,ROUNDDOWN(SA_SiteArea_ft2/160000,0))),\"Recommend \"&MAX(2,ROUNDDOWN(SA_SiteArea_ft2/160000,0))&\" borings/pits, one for every 160,000 sq.ft. of site area\",\"\")))","v":""}]
[null,null,null,"    i) How many borings/pits were drilled/excavated?",null,null,null,null,null,null,"NBorings/Pits ="]
[null,null,null,"    ii) Depth of borings/pits below SCM (or proposed grade) surface?",null,null,null,null,null,null,"DBorings/Pits =",null,"ft",{"$f":"IF(SA_Pits_depth=\"\",\"\",\nIF(AND(SA_ExpansiveSoils=\"YES\",SA_Pits_depth<25),\"Should be > 25 ft based on expansive soils\",\nIF(SA_Pits_depth<5,\"Should be at least 5 feet deep\",\"\")))","v":""}]
[]
[null,null,null,"    iii) Describe laboratory tests performed on soil samples:"]
[]
[]
[]
[null,null,null,"F) Preliminary Infiltration System Recommendation",null,null,null,null,null,null,{"$f":"IF(OR(SA_Site_HSG=\"\",SA_Site_Constraint=\"\",SA_Site_Risk=\"\"),\"\",\nIF(AND(SA_Site_HSG=\"A/B\",SA_Site_Constraint=\"NONE\",SA_Site_Risk=\"NONE\"),\"Full Infiltration\",\nIF(AND(OR(SA_Site_Constraint=\"LOW\",SA_Site_Constraint=\"NONE\"),SA_Site_Risk=\"NONE\"),\"Partial Infiltration (Underdrain)\",\nIF(AND(SA_Groundwater=\"NO\",SA_Site_Risk=\"MODERATE\"),\"No Infiltration (Liner & Underdrain)\",\nIF(OR(SA_Site_Risk=\"HIGH\",AND(SA_Groundwater=\"YES\",SA_Site_Risk=\"MODERATE\")),\"Avoid Infiltration SCM\",\"\")))))","v":""},null,null,{"$f":"IF(SA_InfilSystem_recommended=\"\",\"\",\nIF(SA_InfilSystem_recommended=\"Full Infiltration\",\"Suitable Soils and Low Risk, must verify adequate subgrade infiltration rates.\",\nIF(AND(SA_Site_HSG=\"A/B\",SA_InfilSystem_recommended=\"Partial Infiltration (Underdrain)\"),\"Suitable Soils and Low Risk, but presence of high bedrock/groundwater results in underdrain recommendation.\",\nIF(AND(SA_Site_HSG=\"C/D\",SA_InfilSystem_recommended=\"Partial Infiltration (Underdrain)\"),\"Low Risk, but soils not suitable for full infiltration.\",\nIF(AND(SA_Groundwater=\"NO\",SA_Site_Risk=\"MODERATE\"),\"Moderate Risk, requires careful QA/QC to ensure liner integrity.  Consider an alternative SCM location.\",\nIF(AND(SA_Groundwater=\"YES\",SA_Site_Risk=\"MODERATE\"),\"High Risk due to combination of high groundwater and moderate risks requiring liner. Find alternative SCM location.\",\nIF(OR(SA_Site_Risk=\"HIGH\",AND(SA_Groundwater=\"YES\",SA_Site_Risk=\"MODERATE\")),\"High Risk, find alternative SCM location.\",\"\")))))))","v":""}]
[]
[null,null,null,{"$f":"IF(OR(SA_InfilSystem_recommended=\"\",SA_InfilSystem_recommended=\"Avoid Infiltration SCM\"),\"\",\"This is a preliminary recommendation.  Consult with a qualified geotechnical engineer when planning an infiltration-based SCM.\")","v":""}]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Hide these rows",null,null,null,"SA_YesNo_List"]
[null,null,null,null,null,null,"YES"]
[null,null,null,null,null,null,"NO"]
[]
[null,null,null,null,null,null,"SA_SoilGroup_List"]
[null,null,null,null,null,null,"Type A and B Soils"]
[null,null,null,null,null,null,"Type C and D Soils"]

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[null,null,"Site Layout"]
[null,null,{"$f":"Version_Release","v":"SCM Design, Version 4.02 (June 2025)"}]
[null,null,"Designer:"]
[null,null,"Company:"]
[null,null,"Date:",{"$f":"NOW()","v":"2025-06-24T15:49:48.550"}]
[null,null,"Project:"]
[null,null,"Location:"]
[]
[]
[null,null,null,"SITE LAYOUT INFO  ","(User Input in Blue Cells)"]
[null,null,null,"Water Quality Event (WQE)",0.6,"inches",{"$f":"IF(WQE=0.6,\"\",\"Will need to provide Override WQCV values in Row 29 below. Default WQCV is based on WQE = 0.6 inches.\")","v":""}]
[]
[null,null,null,"Outfall ID"]
[null,null,null,"Total Tributary Area (ft2)"]
[null,null,null,"Total Tributary Area (ac)",{"$f":"IF(E15=\"\",\"\",E15/43560)","v":""},{"$f":"IF(F15=\"\",\"\",F15/43560)","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(BR15=\"\",\"\",BR15/43560)","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Imperviousness (%)"]
[null,null,null,"MS4 Design Standard"]
[null,null,null,"SCM Type"]
[null,null,null,"Notes:"]
[]
[]
[]
[]
[null,null,null,"OUTFALL RESULTS  "]
[null,null,null,"SCM Worksheet Name"]
[null,null,null,"Untreated Area (ft3)",{"$f":"IF(E26=\"\",\"\",\nIF(OR(E19=\"HDS\",E19=\"None\"),E15,\nIF(E19=\"RPA\",INDIRECT(\"'\"&E26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(F26=\"\",\"\",\nIF(OR(F19=\"HDS\",F19=\"None\"),F15,\nIF(F19=\"RPA\",INDIRECT(\"'\"&F26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(G26=\"\",\"\",\nIF(OR(G19=\"HDS\",G19=\"None\"),G15,\nIF(G19=\"RPA\",INDIRECT(\"'\"&G26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(H26=\"\",\"\",\nIF(OR(H19=\"HDS\",H19=\"None\"),H15,\nIF(H19=\"RPA\",INDIRECT(\"'\"&H26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(I26=\"\",\"\",\nIF(OR(I19=\"HDS\",I19=\"None\"),I15,\nIF(I19=\"RPA\",INDIRECT(\"'\"&I26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(J26=\"\",\"\",\nIF(OR(J19=\"HDS\",J19=\"None\"),J15,\nIF(J19=\"RPA\",INDIRECT(\"'\"&J26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(K26=\"\",\"\",\nIF(OR(K19=\"HDS\",K19=\"None\"),K15,\nIF(K19=\"RPA\",INDIRECT(\"'\"&K26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(L26=\"\",\"\",\nIF(OR(L19=\"HDS\",L19=\"None\"),L15,\nIF(L19=\"RPA\",INDIRECT(\"'\"&L26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(M26=\"\",\"\",\nIF(OR(M19=\"HDS\",M19=\"None\"),M15,\nIF(M19=\"RPA\",INDIRECT(\"'\"&M26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(N26=\"\",\"\",\nIF(OR(N19=\"HDS\",N19=\"None\"),N15,\nIF(N19=\"RPA\",INDIRECT(\"'\"&N26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(O26=\"\",\"\",\nIF(OR(O19=\"HDS\",O19=\"None\"),O15,\nIF(O19=\"RPA\",INDIRECT(\"'\"&O26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(P26=\"\",\"\",\nIF(OR(P19=\"HDS\",P19=\"None\"),P15,\nIF(P19=\"RPA\",INDIRECT(\"'\"&P26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(Q26=\"\",\"\",\nIF(OR(Q19=\"HDS\",Q19=\"None\"),Q15,\nIF(Q19=\"RPA\",INDIRECT(\"'\"&Q26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(R26=\"\",\"\",\nIF(OR(R19=\"HDS\",R19=\"None\"),R15,\nIF(R19=\"RPA\",INDIRECT(\"'\"&R26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(S26=\"\",\"\",\nIF(OR(S19=\"HDS\",S19=\"None\"),S15,\nIF(S19=\"RPA\",INDIRECT(\"'\"&S26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(T26=\"\",\"\",\nIF(OR(T19=\"HDS\",T19=\"None\"),T15,\nIF(T19=\"RPA\",INDIRECT(\"'\"&T26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(U26=\"\",\"\",\nIF(OR(U19=\"HDS\",U19=\"None\"),U15,\nIF(U19=\"RPA\",INDIRECT(\"'\"&U26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(V26=\"\",\"\",\nIF(OR(V19=\"HDS\",V19=\"None\"),V15,\nIF(V19=\"RPA\",INDIRECT(\"'\"&V26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(W26=\"\",\"\",\nIF(OR(W19=\"HDS\",W19=\"None\"),W15,\nIF(W19=\"RPA\",INDIRECT(\"'\"&W26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(X26=\"\",\"\",\nIF(OR(X19=\"HDS\",X19=\"None\"),X15,\nIF(X19=\"RPA\",INDIRECT(\"'\"&X26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(Y26=\"\",\"\",\nIF(OR(Y19=\"HDS\",Y19=\"None\"),Y15,\nIF(Y19=\"RPA\",INDIRECT(\"'\"&Y26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(Z26=\"\",\"\",\nIF(OR(Z19=\"HDS\",Z19=\"None\"),Z15,\nIF(Z19=\"RPA\",INDIRECT(\"'\"&Z26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AA26=\"\",\"\",\nIF(OR(AA19=\"HDS\",AA19=\"None\"),AA15,\nIF(AA19=\"RPA\",INDIRECT(\"'\"&AA26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AB26=\"\",\"\",\nIF(OR(AB19=\"HDS\",AB19=\"None\"),AB15,\nIF(AB19=\"RPA\",INDIRECT(\"'\"&AB26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AC26=\"\",\"\",\nIF(OR(AC19=\"HDS\",AC19=\"None\"),AC15,\nIF(AC19=\"RPA\",INDIRECT(\"'\"&AC26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AD26=\"\",\"\",\nIF(OR(AD19=\"HDS\",AD19=\"None\"),AD15,\nIF(AD19=\"RPA\",INDIRECT(\"'\"&AD26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AE26=\"\",\"\",\nIF(OR(AE19=\"HDS\",AE19=\"None\"),AE15,\nIF(AE19=\"RPA\",INDIRECT(\"'\"&AE26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AF26=\"\",\"\",\nIF(OR(AF19=\"HDS\",AF19=\"None\"),AF15,\nIF(AF19=\"RPA\",INDIRECT(\"'\"&AF26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AG26=\"\",\"\",\nIF(OR(AG19=\"HDS\",AG19=\"None\"),AG15,\nIF(AG19=\"RPA\",INDIRECT(\"'\"&AG26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AH26=\"\",\"\",\nIF(OR(AH19=\"HDS\",AH19=\"None\"),AH15,\nIF(AH19=\"RPA\",INDIRECT(\"'\"&AH26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AI26=\"\",\"\",\nIF(OR(AI19=\"HDS\",AI19=\"None\"),AI15,\nIF(AI19=\"RPA\",INDIRECT(\"'\"&AI26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AJ26=\"\",\"\",\nIF(OR(AJ19=\"HDS\",AJ19=\"None\"),AJ15,\nIF(AJ19=\"RPA\",INDIRECT(\"'\"&AJ26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AK26=\"\",\"\",\nIF(OR(AK19=\"HDS\",AK19=\"None\"),AK15,\nIF(AK19=\"RPA\",INDIRECT(\"'\"&AK26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AL26=\"\",\"\",\nIF(OR(AL19=\"HDS\",AL19=\"None\"),AL15,\nIF(AL19=\"RPA\",INDIRECT(\"'\"&AL26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AM26=\"\",\"\",\nIF(OR(AM19=\"HDS\",AM19=\"None\"),AM15,\nIF(AM19=\"RPA\",INDIRECT(\"'\"&AM26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AN26=\"\",\"\",\nIF(OR(AN19=\"HDS\",AN19=\"None\"),AN15,\nIF(AN19=\"RPA\",INDIRECT(\"'\"&AN26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AO26=\"\",\"\",\nIF(OR(AO19=\"HDS\",AO19=\"None\"),AO15,\nIF(AO19=\"RPA\",INDIRECT(\"'\"&AO26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AP26=\"\",\"\",\nIF(OR(AP19=\"HDS\",AP19=\"None\"),AP15,\nIF(AP19=\"RPA\",INDIRECT(\"'\"&AP26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AQ26=\"\",\"\",\nIF(OR(AQ19=\"HDS\",AQ19=\"None\"),AQ15,\nIF(AQ19=\"RPA\",INDIRECT(\"'\"&AQ26&\"'!$F$13\"),0)))","v":""},{"$f":"IF(AR26=\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[null,null,null,"Default WQCV (ft3)",{"$f":"IF(OR(E15=\"\",E17=\"\",E19=\"\",E26=\"\"),\"\",\nIF(OR(E19=\"RPA\",E19=\"EDB\",E19=\"HDS\",E19=\"None\"),1,IF(E19=\"CWP\",0.9,0.8))*((0.91*(E17^3)-1.19*(E17^2)+0.78*(E17))/12)*E15)","v":""},"","",{"$f":"IF(OR(H15=\"\",H17=\"\",H19=\"\",H26=\"\"),\"\",\nIF(OR(H19=\"RPA\",H19=\"EDB\",H19=\"HDS\",H19=\"None\"),1,IF(H19=\"CWP\",0.9,0.8))*((0.91*(H17^3)-1.19*(H17^2)+0.78*(H17))/12)*H15)","v":""},{"$f":"IF(OR(I15=\"\",I17=\"\",I19=\"\",I26=\"\"),\"\",\nIF(OR(I19=\"RPA\",I19=\"EDB\",I19=\"HDS\",I19=\"None\"),1,IF(I19=\"CWP\",0.9,0.8))*((0.91*(I17^3)-1.19*(I17^2)+0.78*(I17))/12)*I15)","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BU15=\"\",BU17=\"\",BU19=\"\",BU26=\"\"),\"\",\nIF(OR(BU19=\"RPA\",BU19=\"EDB\",BU19=\"HDS\",BU19=\"None\"),1,IF(BU19=\"CWP\",0.9,0.8))*((0.91*(BU17^3)-1.19*(BU17^2)+0.78*(BU17))/12)*BU15)","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Optional Override WQCV (ft3)"]
[null,null,null,"WQCV Reduction 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[null,null,null,"Remaining WQCV (ft3)",{"$f":"IF(OR(E28=\"\",E30=\"\"),\"\",\nIF(E29<>\"\",IF(E29-E30<0,0,E29-E30),IF(E28-E30<0,0,E28-E30)))","v":""},{"$f":"IF(OR(F28=\"\",F30=\"\"),\"\",\nIF(F29<>\"\",IF(F29-F30<0,0,F29-F30),IF(F28-F30<0,0,F28-F30)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BR28=\"\",BR30=\"\"),\"\",\nIF(BR29<>\"\",IF(BR29-BR30<0,0,BR29-BR30),IF(BR28-BR30<0,0,BR28-BR30)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"WQCV Reduction (%)",{"$f":"IF(OR(E28=\"\",E31=\"\"),\"\",\nIF(E29<>\"\",IF(E29=0,0,1-E31/E29),IF(E28=0,0,1-E31/E28)))","v":""},{"$f":"IF(OR(F28=\"\",F31=\"\"),\"\",\nIF(F29<>\"\",IF(F29=0,0,1-F31/F29),IF(F28=0,0,1-F31/F28)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BR28=\"\",BR31=\"\"),\"\",\nIF(BR29<>\"\",IF(BR29=0,0,1-BR31/BR29),IF(BR28=0,0,1-BR31/BR28)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Design WQCV of SCM 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(\"'\"&BV26&\"'!$Z$2\")=\"YES\",IF(BV29<>\"\",BV29,BV28),0),0))","v":""},{"$f":"IF(BW26=\"\",\"\",\nIF(OR(BW19=\"HRMF\",BW19=\"HRBF\"),IF(INDIRECT(\"'\"&BW26&\"'!$Z$2\")=\"YES\",IF(BW29<>\"\",BW29,BW28),0),0))","v":""},{"$f":"IF(BX26=\"\",\"\",\nIF(OR(BX19=\"HRMF\",BX19=\"HRBF\"),IF(INDIRECT(\"'\"&BX26&\"'!$Z$2\")=\"YES\",IF(BX29<>\"\",BX29,BX28),0),0))","v":""},{"$f":"IF(BY26=\"\",\"\",\nIF(OR(BY19=\"HRMF\",BY19=\"HRBF\"),IF(INDIRECT(\"'\"&BY26&\"'!$Z$2\")=\"YES\",IF(BY29<>\"\",BY29,BY28),0),0))","v":""},{"$f":"IF(BZ26=\"\",\"\",\nIF(OR(BZ19=\"HRMF\",BZ19=\"HRBF\"),IF(INDIRECT(\"'\"&BZ26&\"'!$Z$2\")=\"YES\",IF(BZ29<>\"\",BZ29,BZ28),0),0))","v":""},{"$f":"IF(CA26=\"\",\"\",\nIF(OR(CA19=\"HRMF\",CA19=\"HRBF\"),IF(INDIRECT(\"'\"&CA26&\"'!$Z$2\")=\"YES\",IF(CA29<>\"\",CA29,CA28),0),0))","v":""},{"$f":"IF(CB26=\"\",\"\",\nIF(OR(CB19=\"HRMF\",CB19=\"HRBF\"),IF(INDIRECT(\"'\"&CB26&\"'!$Z$2\")=\"YES\",IF(CB29<>\"\",CB29,CB28),0),0))","v":""},{"$f":"IF(CC26=\"\",\"\",\nIF(OR(CC19=\"HRMF\",CC19=\"HRBF\"),IF(INDIRECT(\"'\"&CC26&\"'!$Z$2\")=\"YES\",IF(CC29<>\"\",CC29,CC28),0),0))","v":""},{"$f":"IF(CD26=\"\",\"\",\nIF(OR(CD19=\"HRMF\",CD19=\"HRBF\"),IF(INDIRECT(\"'\"&CD26&\"'!$Z$2\")=\"YES\",IF(CD29<>\"\",CD29,CD28),0),0))","v":""},{"$f":"IF(CE26=\"\",\"\",\nIF(OR(CE19=\"HRMF\",CE19=\"HRBF\"),IF(INDIRECT(\"'\"&CE26&\"'!$Z$2\")=\"YES\",IF(CE29<>\"\",CE29,CE28),0),0))","v":""},{"$f":"IF(CF26=\"\",\"\",\nIF(OR(CF19=\"HRMF\",CF19=\"HRBF\"),IF(INDIRECT(\"'\"&CF26&\"'!$Z$2\")=\"YES\",IF(CF29<>\"\",CF29,CF28),0),0))","v":""},{"$f":"IF(CG26=\"\",\"\",\nIF(OR(CG19=\"HRMF\",CG19=\"HRBF\"),IF(INDIRECT(\"'\"&CG26&\"'!$Z$2\")=\"YES\",IF(CG29<>\"\",CG29,CG28),0),0))","v":""},{"$f":"IF(CH26=\"\",\"\",\nIF(OR(CH19=\"HRMF\",CH19=\"HRBF\"),IF(INDIRECT(\"'\"&CH26&\"'!$Z$2\")=\"YES\",IF(CH29<>\"\",CH29,CH28),0),0))","v":""},{"$f":"IF(CI26=\"\",\"\",\nIF(OR(CI19=\"HRMF\",CI19=\"HRBF\"),IF(INDIRECT(\"'\"&CI26&\"'!$Z$2\")=\"YES\",IF(CI29<>\"\",CI29,CI28),0),0))","v":""},{"$f":"IF(CJ26=\"\",\"\",\nIF(OR(CJ19=\"HRMF\",CJ19=\"HRBF\"),IF(INDIRECT(\"'\"&CJ26&\"'!$Z$2\")=\"YES\",IF(CJ29<>\"\",CJ29,CJ28),0),0))","v":""},{"$f":"IF(CK26=\"\",\"\",\nIF(OR(CK19=\"HRMF\",CK19=\"HRBF\"),IF(INDIRECT(\"'\"&CK26&\"'!$Z$2\")=\"YES\",IF(CK29<>\"\",CK29,CK28),0),0))","v":""},{"$f":"IF(CL26=\"\",\"\",\nIF(OR(CL19=\"HRMF\",CL19=\"HRBF\"),IF(INDIRECT(\"'\"&CL26&\"'!$Z$2\")=\"YES\",IF(CL29<>\"\",CL29,CL28),0),0))","v":""},{"$f":"IF(CM26=\"\",\"\",\nIF(OR(CM19=\"HRMF\",CM19=\"HRBF\"),IF(INDIRECT(\"'\"&CM26&\"'!$Z$2\")=\"YES\",IF(CM29<>\"\",CM29,CM28),0),0))","v":""},{"$f":"IF(CN26=\"\",\"\",\nIF(OR(CN19=\"HRMF\",CN19=\"HRBF\"),IF(INDIRECT(\"'\"&CN26&\"'!$Z$2\")=\"YES\",IF(CN29<>\"\",CN29,CN28),0),0))","v":""},{"$f":"IF(CO26=\"\",\"\",\nIF(OR(CO19=\"HRMF\",CO19=\"HRBF\"),IF(INDIRECT(\"'\"&CO26&\"'!$Z$2\")=\"YES\",IF(CO29<>\"\",CO29,CO28),0),0))","v":""},{"$f":"IF(CP26=\"\",\"\",\nIF(OR(CP19=\"HRMF\",CP19=\"HRBF\"),IF(INDIRECT(\"'\"&CP26&\"'!$Z$2\")=\"YES\",IF(CP29<>\"\",CP29,CP28),0),0))","v":""},{"$f":"IF(CQ26=\"\",\"\",\nIF(OR(CQ19=\"HRMF\",CQ19=\"HRBF\"),IF(INDIRECT(\"'\"&CQ26&\"'!$Z$2\")=\"YES\",IF(CQ29<>\"\",CQ29,CQ28),0),0))","v":""},{"$f":"IF(CR26=\"\",\"\",\nIF(OR(CR19=\"HRMF\",CR19=\"HRBF\"),IF(INDIRECT(\"'\"&CR26&\"'!$Z$2\")=\"YES\",IF(CR29<>\"\",CR29,CR28),0),0))","v":""},{"$f":"IF(CS26=\"\",\"\",\nIF(OR(CS19=\"HRMF\",CS19=\"HRBF\"),IF(INDIRECT(\"'\"&CS26&\"'!$Z$2\")=\"YES\",IF(CS29<>\"\",CS29,CS28),0),0))","v":""},{"$f":"IF(CT26=\"\",\"\",\nIF(OR(CT19=\"HRMF\",CT19=\"HRBF\"),IF(INDIRECT(\"'\"&CT26&\"'!$Z$2\")=\"YES\",IF(CT29<>\"\",CT29,CT28),0),0))","v":""},{"$f":"IF(CU26=\"\",\"\",\nIF(OR(CU19=\"HRMF\",CU19=\"HRBF\"),IF(INDIRECT(\"'\"&CU26&\"'!$Z$2\")=\"YES\",IF(CU29<>\"\",CU29,CU28),0),0))","v":""},{"$f":"IF(CV26=\"\",\"\",\nIF(OR(CV19=\"HRMF\",CV19=\"HRBF\"),IF(INDIRECT(\"'\"&CV26&\"'!$Z$2\")=\"YES\",IF(CV29<>\"\",CV29,CV28),0),0))","v":""},{"$f":"IF(CW26=\"\",\"\",\nIF(OR(CW19=\"HRMF\",CW19=\"HRBF\"),IF(INDIRECT(\"'\"&CW26&\"'!$Z$2\")=\"YES\",IF(CW29<>\"\",CW29,CW28),0),0))","v":""},{"$f":"IF(CX26=\"\",\"\",\nIF(OR(CX19=\"HRMF\",CX19=\"HRBF\"),IF(INDIRECT(\"'\"&CX26&\"'!$Z$2\")=\"YES\",IF(CX29<>\"\",CX29,CX28),0),0))","v":""},{"$f":"IF(CY26=\"\",\"\",\nIF(OR(CY19=\"HRMF\",CY19=\"HRBF\"),IF(INDIRECT(\"'\"&CY26&\"'!$Z$2\")=\"YES\",IF(CY29<>\"\",CY29,CY28),0),0))","v":""},{"$f":"IF(CZ26=\"\",\"\",\nIF(OR(CZ19=\"HRMF\",CZ19=\"HRBF\"),IF(INDIRECT(\"'\"&CZ26&\"'!$Z$2\")=\"YES\",IF(CZ29<>\"\",CZ29,CZ28),0),0))","v":""},{"$f":"IF(DA26=\"\",\"\",\nIF(OR(DA19=\"HRMF\",DA19=\"HRBF\"),IF(INDIRECT(\"'\"&DA26&\"'!$Z$2\")=\"YES\",IF(DA29<>\"\",DA29,DA28),0),0))","v":""}]
[null,null,null,"Untreated WQCV (ft3)",{"$f":"IF(OR(E31=\"\",E33=\"\",E34=\"\"),\"\",\nIF(E31-E33-E34<0,0,E31-E33-E34))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BQ31=\"\",BQ33=\"\",BQ34=\"\"),\"\",\nIF(BQ31-BQ33-BQ34<0,0,BQ31-BQ33-BQ34))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[]
[null,null,null,"TOTAL SITE RESULTS  ","(Sums results from all Outfalls)"]
[null,null,null,"Total Site Area",{"$f":"IF(COUNTA(WQ_TribArea)=0,\"\",\nIF(COUNTA(WQ_TribArea)<>COUNTA(WQ_TribImp),\"\",\nSUM(WQ_TribArea)))","v":""},"ft2",{"$f":"IF(E38=\"\",\"\",E38/43560)","v":""},"acres",{"$f":"IF(OR(E38=\"\",'Site Assessment'!SA_SiteArea_ft2=\"\"),\"\",IF(ABS(E38-'Site Assessment'!SA_SiteArea_ft2)<=217.81,\"\",\"Total area is not consistent with Site Assessment worksheet.\"))","v":""}]
[null,null,null,"Treated Area",{"$f":"IF(OR(E38=\"\",E40=\"\"),\"\",E38-E40)","v":""},"ft2",{"$f":"IF(E39=\"\",\"\",E39/43560)","v":""},"acres",{"$f":"IF(I38=\"\",\"\",\"Please confirm all areas are included.\")","v":""}]
[null,null,null,"Untreated Area",{"$f":"IF(E38=\"\",\"\",SUM(WQ_UntreatedArea))","v":""},"ft2",{"$f":"IF(E40=\"\",\"\",E40/43560)","v":""},"acres"]
[null,null,null,"Total Site Imperviousness",{"$f":"IF(E38=\"\",\"\",SUMPRODUCT(WQ_TribArea,WQ_TribImp)/E38)","v":""},"%"]
[null,null,null,"Default (or Override) WQCV",{"$f":"IF(OR(E38=\"\",COUNT(WQ_WQCV_Default)=0),\"\",SUMIFS(WQ_WQCV_Default,WQ_WQCV_Override,\"\")+SUM(WQ_WQCV_Override))","v":""},"ft3",{"$f":"IF(E42=\"\",\"\",E42/43560)","v":""},"acre-feet"]
[null,null,null,"Remaining WQCV",{"$f":"IF(OR(E38=\"\",COUNT(WQ_WQCV_Remaining)=0),\"\",SUM(WQ_WQCV_Remaining))","v":""},"ft3",{"$f":"IF(E43=\"\",\"\",E43/43560)","v":""},"acre-feet"]
[null,null,null,"WQCV Reduction",{"$f":"IF(OR(E38=\"\",E42=\"\",E43=\"\"),\"\",IF(E42=0,0,1-E43/E42))","v":""},"%",null,null,{"$f":"IF(COUNTIF(WQ_MS4_Standard,\"Runoff\")=0,\"\",\"Confirm with local jurisdiction whether design meets Runoff Reduction Standard\")","v":""}]
[null,null,null,"Design WQCV",{"$f":"IF(OR(E38=\"\",COUNT(WQ_WQCV_Design)=0),\"\",SUM(WQ_WQCV_Design))","v":""},"ft3",{"$f":"IF(E45=\"\",\"\",E45/43560)","v":""},"acre-feet"]
[null,null,null,"Untreated WQCV",{"$f":"IF(OR(E38=\"\",COUNT(WQ_WQCV_Untreated)=0),\"\",SUM(WQ_WQCV_Untreated))","v":""},"ft3",{"$f":"IF(E46=\"\",\"\",E46/43560)","v":""},"acre-feet"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"WQ_MS4_Standard_List",null,"SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type","SCM_Type"]
[null,null,"Runoff",null,{"$f":"IF(E18=\"\",\"\",\nIF(E18=\"Runoff\",\"RPA\",\nIF(E18=\"WQCV\",\"GreenRoof\",\nIF(E18=\"Pollutant\",\"BR\",\"HDS\"))))","v":""},{"$f":"IF(F18=\"\",\"\",\nIF(F18=\"Runoff\",\"RPA\",\nIF(F18=\"WQCV\",\"GreenRoof\",\nIF(F18=\"Pollutant\",\"BR\",\"HDS\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(BR18=\"\",\"\",\nIF(BR18=\"Runoff\",\"RPA\",\nIF(BR18=\"WQCV\",\"GreenRoof\",\nIF(BR18=\"Pollutant\",\"BR\",\"HDS\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,"WQCV",null,{"$f":"IF(E18=\"\",\"\",\nIF(E18=\"Runoff\",\"GreenRoof\",\nIF(E18=\"WQCV\",\"BlueRoof\",\nIF(E18=\"Pollutant\",\"SF\",\"None\"))))","v":""},{"$f":"IF(F18=\"\",\"\",\nIF(F18=\"Runoff\",\"GreenRoof\",\nIF(F18=\"WQCV\",\"BlueRoof\",\nIF(F18=\"Pollutant\",\"SF\",\"None\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(BR18=\"\",\"\",\nIF(BR18=\"Runoff\",\"GreenRoof\",\nIF(BR18=\"WQCV\",\"BlueRoof\",\nIF(BR18=\"Pollutant\",\"SF\",\"None\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,"Pollutant",null,{"$f":"IF(E18=\"\",\"\",\nIF(E18=\"Runoff\",\"BR\",\nIF(E18=\"WQCV\",\"BR\",\nIF(E18=\"Pollutant\",\"PPS\",\"\"))))","v":""},{"$f":"IF(F18=\"\",\"\",\nIF(F18=\"Runoff\",\"BR\",\nIF(F18=\"WQCV\",\"BR\",\nIF(F18=\"Pollutant\",\"PPS\",\"\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(BR18=\"\",\"\",\nIF(BR18=\"Runoff\",\"BR\",\nIF(BR18=\"WQCV\",\"BR\",\nIF(BR18=\"Pollutant\",\"PPS\",\"\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,"None",null,{"$f":"IF(E18=\"\",\"\",\nIF(E18=\"Runoff\",\"SF\",\nIF(E18=\"WQCV\",\"SF\",\nIF(E18=\"Pollutant\",\"EDB\",\"\"))))","v":""},{"$f":"IF(F18=\"\",\"\",\nIF(F18=\"Runoff\",\"SF\",\nIF(F18=\"WQCV\",\"SF\",\nIF(F18=\"Pollutant\",\"EDB\",\"\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(BR18=\"\",\"\",\nIF(BR18=\"Runoff\",\"SF\",\nIF(BR18=\"WQCV\",\"SF\",\nIF(BR18=\"Pollutant\",\"EDB\",\"\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,"Hide this Area",null,{"$f":"IF(E18=\"\",\"\",\nIF(E18=\"Runoff\",\"PPS\",\nIF(E18=\"WQCV\",\"PPS\",\nIF(E18=\"Pollutant\",\"RP\",\"\"))))","v":""},{"$f":"IF(F18=\"\",\"\",\nIF(F18=\"Runoff\",\"PPS\",\nIF(F18=\"WQCV\",\"PPS\",\nIF(F18=\"Pollutant\",\"RP\",\"\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(BR18=\"\",\"\",\nIF(BR18=\"Runoff\",\"PPS\",\nIF(BR18=\"WQCV\",\"PPS\",\nIF(BR18=\"Pollutant\",\"RP\",\"\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,null,{"$f":"IF(E18=\"\",\"\",\nIF(E18=\"Runoff\",\"\",\nIF(E18=\"WQCV\",\"EDB\",\nIF(E18=\"Pollutant\",\"CWP\",\"\"))))","v":""},{"$f":"IF(F18=\"\",\"\",\nIF(F18=\"Runoff\",\"\",\nIF(F18=\"WQCV\",\"EDB\",\nIF(F18=\"Pollutant\",\"CWP\",\"\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(BR18=\"\",\"\",\nIF(BR18=\"Runoff\",\"\",\nIF(BR18=\"WQCV\",\"EDB\",\nIF(BR18=\"Pollutant\",\"CWP\",\"\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,null,{"$f":"IF(E18=\"\",\"\",\nIF(E18=\"Runoff\",\"\",\nIF(E18=\"WQCV\",\"RP\",\nIF(E18=\"Pollutant\",\"HRMF\",\"\"))))","v":""},{"$f":"IF(F18=\"\",\"\",\nIF(F18=\"Runoff\",\"\",\nIF(F18=\"WQCV\",\"RP\",\nIF(F18=\"Pollutant\",\"HRMF\",\"\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(BR18=\"\",\"\",\nIF(BR18=\"Runoff\",\"\",\nIF(BR18=\"WQCV\",\"RP\",\nIF(BR18=\"Pollutant\",\"HRMF\",\"\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,null,{"$f":"IF(E18=\"\",\"\",\nIF(E18=\"Runoff\",\"\",\nIF(E18=\"WQCV\",\"CWP\",\nIF(E18=\"Pollutant\",\"HRBF\",\"\"))))","v":""},{"$f":"IF(F18=\"\",\"\",\nIF(F18=\"Runoff\",\"\",\nIF(F18=\"WQCV\",\"CWP\",\nIF(F18=\"Pollutant\",\"HRBF\",\"\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(BR18=\"\",\"\",\nIF(BR18=\"Runoff\",\"\",\nIF(BR18=\"WQCV\",\"CWP\",\nIF(BR18=\"Pollutant\",\"HRBF\",\"\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]

{"sheet":"RPA","index":3,"n_rows":208,"n_cols":143,"rows_kept":208,"cut":false,"hidden":true,"merged":[[1,1,1,13],[2,1,2,13],[3,3,3,13],[4,3,4,13],[5,3,5,13],[6,3,6,13],[34,4,34,15],[35,4,35,15],[36,4,36,15],[37,4,37,15],[69,110,71,110],[69,111,71,111],[69,112,71,112],[69,113,71,113],[7,3,7,13],[8,3,8,13],[147,4,147,15],[148,4,148,15],[149,4,149,15],[150,4,150,15],[42,109,42,116],[66,109,68,109],[66,110,67,111],[66,112,67,113],[67,114,68,114],[66,114,66,116],[67,115,68,115],[67,116,68,116],[76,4,76,15],[77,4,77,15],[78,4,78,15],[79,4,79,15]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[null,{"$f":"IF(OR(RPA_SCMType=\"\",RPA_SCMType=\"RPA\"),\n\"Receiving Pervious Areas (Including Grass Buffers and Grass Swales)\",\n\"SCM Inflows from Upstream Receiving Pervious Areas (Including Grass Swales and Buffers)\")","v":"Receiving Pervious Areas (Including Grass Buffers and Grass Swales)"}]
[null,{"$f":"Version_Release","v":"SCM Design, Version 4.02 (June 2025)"}]
[null,null,"Designer:",{"$f":"IF(WQ_Designer=\"\",\"\",WQ_Designer)","v":""}]
[null,null,"Company:",{"$f":"IF(WQ_Company=\"\",\"\",WQ_Company)","v":""}]
[null,null,"Date:",{"$f":"NOW()","v":"2025-06-24T15:49:48.550"}]
[null,null,"Project:",{"$f":"IF(WQ_Project=\"\",\"\",WQ_Project)","v":""}]
[null,null,"Location:",{"$f":"IF(WQ_Location=\"\",\"\",WQ_Location)","v":""}]
[null,null,"Outfall ID:"]
[]
[]
[null,null,"DESIGN PROCEDURE AND CRITERIA FOR ALL RPAs (User Input in Blue Cells)"]
[null,null,null,null,{"$f":"COUNTIFS(RPA_DS_DesignPoint_ID,Outfall_ID)","v":0},{"$f":"IF(RPA_SCMType<>\"RPA\",0,\nSUMIFS(RPA_DCIA,RPA_AreaType,\"=DCIA\"))","v":0}]
[null,null,"1. Apply Four-Cover Land Use Model to Site Layout"]
[null,null,null,"Design Point ID",{"$f":"IF(Outfall_ID=\"\",\"\",Outfall_ID)","v":""}]
[null,null,null,"Area Type"]
[null,null,null,"Downstream Design Point ID","--"]
[null,null,null,"DCIA (ft2)","--"]
[null,null,null,"UIA (ft2)","--"]
[null,null,null,"RPA (ft2)","--"]
[null,null,null,"SPA (ft2)","--"]
[]
[null,null,"2. Protect the RPA from Traffic"]
[null,null,null,"RPA Protection Type","--"]
[]
[null,null,"3. Characterize On-site Topsoil and Determine Suitability for the RPA"]
[null,null,null,"HSG A (%)","--"]
[null,null,null,"HSG B (%)","--"]
[null,null,null,"HSG C/D (%)","--"]
[]
[null,null,"4. Select Appropriate Vegetation"]
[null,null,null,"RPA Vegetation Type","--"]
[null,null,null,"Irrigation Type","--"]
[]
[null,null,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,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"UIA:RPA Runoff Equation based on Multivariable SWMM Analysis"]
[null,null,"GRASS BUFFER ADDITIONAL DESIGN PROCEDURE AND CRITERIA (User Input in Blue Cells)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," (Technical Memorandum - March 15, 2018)"]
[]
[null,null,"1. Define the UIA:RPA pair, Ratio, and Interface Width",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,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 (in) =  C0+(C1*(0.95 -P2(in)))+(C2*Area(ft2))+(C3*L/W Ratio)+(C4*Slope(ft/ft))+(C5*Imp)+(C6*(Imp)^2)"]
[null,null,null,"Sheet Flow Inflow Feature","--"]
[null,null,null,"Is Concrete Edger used?","--",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Soil\n Type","Constant","P2 (in)","Area (ft2)","L/W Ratio","Slope (ft/ft)","Imperv","(Imperv)2"]
[null,null,null,"Spacing between slots (ft)","--",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C0","C1","C2","C3","C4","C5","C6"]
[null,null,null,"Slot Opening Length (in)","--",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"A Soils",0.58082193028743045,-0.77856994574326099,-3.3373841335164169E-7,-1.9305584542909406E-3,7.0252563117578604E-2,-2.4918229788547701,2.635642737846331]
[null,null,null,"Blind Swale Type","--",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"B Soils",-7.7722198901951117E-2,-0.92544927365566898,-2.4488898824683149E-7,-1.4457444705395272E-3,5.0193433353167893E-2,-1.3616189057006118E-2,0.92437113622269429]
[null,null,null,"Spreader Energy Dissipation","--",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C/D Soils",-1.1288802838735679E-2,-0.89885267794926804,-2.6846034904066119E-7,-1.5708946850816587E-3,5.4497831396532206E-2,0.35531846852327098,0.46390252245612235]
[null,null,null,"Total Area of UIA:RPA (ft2)","--"]
[null,null,null,"UIA:RPA Ratio","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Buffer\",\"--\",\nIF(OR(F20=\"\",F44=\"\",F50=\"\"),\"\",(F50-F20)/F20)))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Buffer\",\"--\",\nIF(OR(G20=\"\",G44=\"\",G50=\"\"),\"\",(G50-G20)/G20)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BS15=\"\",BS16=\"\"),\"\",\nIF(BS16<>\"RPA_Buffer\",\"--\",\nIF(OR(BS20=\"\",BS44=\"\",BS50=\"\"),\"\",(BS50-BS20)/BS20)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",null,null,null,null,"Where:","P2 (in) = Precipitation for the Water Quality Event (WQE) over 2 hours"]
[null,null,null,"UIA:RPA Interface Width (ft)","--",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area (ft2) = UIA:RPA area (sum of UIA and RPA)"]
[null,null,null,"L / W Ratio of UIA:RPA","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Buffer\",\"--\",\nIF(OR(F44=\"\",F50=\"\",F52=\"\"),\"\",(F50/F52)/F52)))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Buffer\",\"--\",\nIF(OR(G44=\"\",G50=\"\",G52=\"\"),\"\",(G50/G52)/G52)))","v":""},{"$f":"IF(OR(H15=\"\",H16=\"\"),\"\",\nIF(H16<>\"RPA_Buffer\",\"--\",\nIF(OR(H44=\"\",H50=\"\",H52=\"\"),\"\",(H50/H52)/H52)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BT15=\"\",BT16=\"\"),\"\",\nIF(BT16<>\"RPA_Buffer\",\"--\",\nIF(OR(BT44=\"\",BT50=\"\",BT52=\"\"),\"\",(BT50/BT52)/BT52)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",null,null,null,null,null,"L/W Ratio = Ratio of total flow length to interface width for UIA:RPA area"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Slope (ft/ft) = average overland flow slope of RPA"]
[null,null,"2. Buffer Length",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Imp = Imperviousness of UIA:RPA Pair = UIA / (UIA + RPA), expressed as a decimal"]
[null,null,null,"Average Buffer Length (ft)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Buffer\",\"--\",\nIF(OR(F20=\"\",F44=\"\",F52=\"\"),\"\",F20/F52)))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Buffer\",\"--\",\nIF(OR(G20=\"\",G44=\"\",G52=\"\"),\"\",G20/G52)))","v":""},{"$f":"IF(OR(H15=\"\",H16=\"\"),\"\",\nIF(H16<>\"RPA_Buffer\",\"--\",\nIF(OR(H20=\"\",H44=\"\",H52=\"\"),\"\",H20/H52)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BT15=\"\",BT16=\"\"),\"\",\nIF(BT16<>\"RPA_Buffer\",\"--\",\nIF(OR(BT20=\"\",BT44=\"\",BT52=\"\"),\"\",BT20/BT52)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equation Variable Constraints:"]
[null,null,"3. Buffer Slope",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"0.60 ≤ (UIA / Area) ≤ 1.0 (Type A Soils)"]
[null,null,null,"Average Buffer Slope (ft/ft)","--",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"0.30 ≤ (UIA / Area) ≤ 1.0 (Type B Soils)"]
[null,null,null,"Effective Distance (ft)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Buffer\",\"--\",\nIF(OR(F44=\"\",F59=\"\"),\"\",IF(F59<0.08,50,IF(F59<0.25,25,17)))))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Buffer\",\"--\",\nIF(OR(G44=\"\",G59=\"\"),\"\",IF(G59<0.08,50,IF(G59<0.25,25,17)))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BS15=\"\",BS16=\"\"),\"\",\nIF(BS16<>\"RPA_Buffer\",\"--\",\nIF(OR(BS44=\"\",BS59=\"\"),\"\",IF(BS59<0.08,50,IF(BS59<0.25,25,17)))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",null,null,null,null,null,"0.00 ≤ (UIA / Area) ≤ 1.0 (Type C/D Soils)"]
[null,null,null,"Number of Level Spreaders","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Buffer\",\"--\",\nIF(OR(F44=\"\",F56=\"\",F60=\"\"),\"\",\nIF(F56<F60,1,ROUNDUP(F56/F60,0)))))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Buffer\",\"--\",\nIF(OR(G44=\"\",G56=\"\",G60=\"\"),\"\",\nIF(G56<G60,1,ROUNDUP(G56/G60,0)))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BS15=\"\",BS16=\"\"),\"\",\nIF(BS16<>\"RPA_Buffer\",\"--\",\nIF(OR(BS44=\"\",BS56=\"\",BS60=\"\"),\"\",\nIF(BS56<BS60,1,ROUNDUP(BS56/BS60,0)))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",null,null,null,null,null,"0.25 in ≤ P2 ≤ 0.95 in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area ≤ 80,000 ft2"]
[null,null,"4. Provide a Vertical Drop",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"0.0625 ≤ L/W Ratio ≤ 16.0"]
[null,null,null,"Vertical Drop (in)","--",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"0.005 ft/ft ≤ Slope ≤ 0.333 ft/ft"]
[null,null,null,"Mowing Strip Provided?","--"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Default Hydrologic Parameters used in SWMM Modeling"]
[null,null,"5. Calculate Runoff for UIA and RPA Pair",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Hydrologic Soil Group","Manning's n for\nOverland Flow",null,"Depression Storage\n(inches)",null,"Horton Infiltration"]
[null,null,null,"Imperviousness (%)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Buffer\",\"--\",\nIF(OR(F20=\"\",F44=\"\",F50=\"\"),\"\",((F50-F20)/F50))))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Buffer\",\"--\",\nIF(OR(G20=\"\",G44=\"\",G50=\"\"),\"\",((G50-G20)/G50))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BS15=\"\",BS16=\"\"),\"\",\nIF(BS16<>\"RPA_Buffer\",\"--\",\nIF(OR(BS20=\"\",BS44=\"\",BS50=\"\"),\"\",((BS50-BS20)/BS50))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",null,null,null,null,null,null,null,null,null,"Initial Rate\n(in/hr)","Decay Coeff\n(hour-1)","Final Rate\n(in/hr)"]
[null,null,null,"UIA:RPA Runoff (in)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Buffer\",\"--\",\nIF(OR(WQE=\"\",F27=\"\",F28=\"\",F29=\"\",F44=\"\",F50=\"\",F53=\"\",F59=\"\",F68=\"\"),\"\",\n\nIF(F68<0.3,MIN((WQE-0.1)*F68,MAX(0,F29*(RPA_CD_C0+(RPA_CD_C1*(0.95-WQE))+(RPA_CD_C2*F50)+(RPA_CD_C3*F53)+(RPA_CD_C4*F59)+(RPA_CD_C5*F68)+(RPA_CD_C6*F68^2)))),\n\nIF(F68<0.6,MIN((WQE-0.1)*F68,MAX(0,F28*(RPA_B_C0+(RPA_B_C1*(0.95-WQE))+(RPA_B_C2*F50)+(RPA_B_C3*F53)+(RPA_B_C4*F59)+(RPA_B_C5*F68)+(RPA_B_C6*F68^2)))+MAX(0,F29*(RPA_CD_C0+(RPA_CD_C1*(0.95-WQE))+(RPA_CD_C2*F50)+(RPA_CD_C3*F53)+(RPA_CD_C4*F59)+(RPA_CD_C5*F68)+(RPA_CD_C6*F68^2)))),\n\nMIN((WQE-0.1)*F68,MAX(0,F27*(RPA_A_C0+(RPA_A_C1*(0.95-WQE))+(RPA_A_C2*F50)+(RPA_A_C3*F53)+(RPA_A_C4*F59)+(RPA_A_C5*F68)+(RPA_A_C6*F68^2)))+MAX(0,F28*(RPA_B_C0+(RPA_B_C1*(0.95-WQE))+(RPA_B_C2*F50)+(RPA_B_C3*F53)+(RPA_B_C4*F59)+(RPA_B_C5*F68)+(RPA_B_C6*F68^2)))+MAX(0,F29*(RPA_CD_C0+(RPA_CD_C1*(0.95-WQE))+(RPA_CD_C2*F50)+(RPA_CD_C3*F53)+(RPA_CD_C4*F59)+(RPA_CD_C5*F68)+(RPA_CD_C6*F68^2)))))))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(AL15=\"\",AL16=\"\"),\"\",\nIF(AL16<>\"RPA_Buffer\",\"--\",\nIF(OR(WQE=\"\",AL27=\"\",AL28=\"\",AL29=\"\",AL44=\"\",AL50=\"\",AL53=\"\",AL59=\"\",AL68=\"\"),\"\",\n\nIF(AL68<0.3,MIN((WQE-0.1)*AL68,MAX(0,AL29*(RPA_CD_C0+(RPA_CD_C1*(0.95-WQE))+(RPA_CD_C2*AL50)+(RPA_CD_C3*AL53)+(RPA_CD_C4*AL59)+(RPA_CD_C5*AL68)+(RPA_CD_C6*AL68^2)))),\n\nIF(AL68<0.6,MIN((WQE-0.1)*AL68,MAX(0,AL28*(RPA_B_C0+(RPA_B_C1*(0.95-WQE))+(RPA_B_C2*AL50)+(RPA_B_C3*AL53)+(RPA_B_C4*AL59)+(RPA_B_C5*AL68)+(RPA_B_C6*AL68^2)))+MAX(0,AL29*(RPA_CD_C0+(RPA_CD_C1*(0.95-WQE))+(RPA_CD_C2*AL50)+(RPA_CD_C3*AL53)+(RPA_CD_C4*AL59)+(RPA_CD_C5*AL68)+(RPA_CD_C6*AL68^2)))),\n\nMIN((WQE-0.1)*AL68,MAX(0,AL27*(RPA_A_C0+(RPA_A_C1*(0.95-WQE))+(RPA_A_C2*AL50)+(RPA_A_C3*AL53)+(RPA_A_C4*AL59)+(RPA_A_C5*AL68)+(RPA_A_C6*AL68^2)))+MAX(0,AL28*(RPA_B_C0+(RPA_B_C1*(0.95-WQE))+(RPA_B_C2*AL50)+(RPA_B_C3*AL53)+(RPA_B_C4*AL59)+(RPA_B_C5*AL68)+(RPA_B_C6*AL68^2)))+MAX(0,AL29*(RPA_CD_C0+(RPA_CD_C1*(0.95-WQE))+(RPA_CD_C2*AL50)+(RPA_CD_C3*AL53)+(RPA_CD_C4*AL59)+(RPA_CD_C5*AL68)+(RPA_CD_C6*AL68^2)))))))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BR15=\"\",BR16=\"\"),\"\",\nIF(BR16<>\"RPA_Buffer\",\"--\",\nIF(OR(WQE=\"\",BR27=\"\",BR28=\"\",BR29=\"\",BR44=\"\",BR50=\"\",BR53=\"\",BR59=\"\",BR68=\"\"),\"\",\n\nIF(BR68<0.3,MIN((WQE-0.1)*BR68,MAX(0,BR29*(RPA_CD_C0+(RPA_CD_C1*(0.95-WQE))+(RPA_CD_C2*BR50)+(RPA_CD_C3*BR53)+(RPA_CD_C4*BR59)+(RPA_CD_C5*BR68)+(RPA_CD_C6*BR68^2)))),\n\nIF(BR68<0.6,MIN((WQE-0.1)*BR68,MAX(0,BR28*(RPA_B_C0+(RPA_B_C1*(0.95-WQE))+(RPA_B_C2*BR50)+(RPA_B_C3*BR53)+(RPA_B_C4*BR59)+(RPA_B_C5*BR68)+(RPA_B_C6*BR68^2)))+MAX(0,BR29*(RPA_CD_C0+(RPA_CD_C1*(0.95-WQE))+(RPA_CD_C2*BR50)+(RPA_CD_C3*BR53)+(RPA_CD_C4*BR59)+(RPA_CD_C5*BR68)+(RPA_CD_C6*BR68^2)))),\n\nMIN((WQE-0.1)*BR68,MAX(0,BR27*(RPA_A_C0+(RPA_A_C1*(0.95-WQE))+(RPA_A_C2*BR50)+(RPA_A_C3*BR53)+(RPA_A_C4*BR59)+(RPA_A_C5*BR68)+(RPA_A_C6*BR68^2)))+MAX(0,BR28*(RPA_B_C0+(RPA_B_C1*(0.95-WQE))+(RPA_B_C2*BR50)+(RPA_B_C3*BR53)+(RPA_B_C4*BR59)+(RPA_B_C5*BR68)+(RPA_B_C6*BR68^2)))+MAX(0,BR29*(RPA_CD_C0+(RPA_CD_C1*(0.95-WQE))+(RPA_CD_C2*BR50)+(RPA_CD_C3*BR53)+(RPA_CD_C4*BR59)+(RPA_CD_C5*BR68)+(RPA_CD_C6*BR68^2)))))))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(CX15=\"\",CX16=\"\"),\"\",\nIF(CX16<>\"RPA_Buffer\",\"--\",\nIF(OR(WQE=\"\",CX27=\"\",CX28=\"\",CX29=\"\",CX44=\"\",CX50=\"\",CX53=\"\",CX59=\"\",CX68=\"\"),\"\",\n\nIF(CX68<0.3,MIN((WQE-0.1)*CX68,MAX(0,CX29*(RPA_CD_C0+(RPA_CD_C1*(0.95-WQE))+(RPA_CD_C2*CX50)+(RPA_CD_C3*CX53)+(RPA_CD_C4*CX59)+(RPA_CD_C5*CX68)+(RPA_CD_C6*CX68^2)))),\n\nIF(CX68<0.6,MIN((WQE-0.1)*CX68,MAX(0,CX28*(RPA_B_C0+(RPA_B_C1*(0.95-WQE))+(RPA_B_C2*CX50)+(RPA_B_C3*CX53)+(RPA_B_C4*CX59)+(RPA_B_C5*CX68)+(RPA_B_C6*CX68^2)))+MAX(0,CX29*(RPA_CD_C0+(RPA_CD_C1*(0.95-WQE))+(RPA_CD_C2*CX50)+(RPA_CD_C3*CX53)+(RPA_CD_C4*CX59)+(RPA_CD_C5*CX68)+(RPA_CD_C6*CX68^2)))),\n\nMIN((WQE-0.1)*CX68,MAX(0,CX27*(RPA_A_C0+(RPA_A_C1*(0.95-WQE))+(RPA_A_C2*CX50)+(RPA_A_C3*CX53)+(RPA_A_C4*CX59)+(RPA_A_C5*CX68)+(RPA_A_C6*CX68^2)))+MAX(0,CX28*(RPA_B_C0+(RPA_B_C1*(0.95-WQE))+(RPA_B_C2*CX50)+(RPA_B_C3*CX53)+(RPA_B_C4*CX59)+(RPA_B_C5*CX68)+(RPA_B_C6*CX68^2)))+MAX(0,CX29*(RPA_CD_C0+(RPA_CD_C1*(0.95-WQE))+(RPA_CD_C2*CX50)+(RPA_CD_C3*CX53)+(RPA_CD_C4*CX59)+(RPA_CD_C5*CX68)+(RPA_CD_C6*CX68^2)))))))))","v":""},"","","",null,null,null,null,null,"Pervious","Impervious","Pervious","Impervious"]
[null,null,null,"UIA:RPA Runoff (ft3)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Buffer\",\"--\",\nIF(OR(F44=\"\",F50=\"\",F69=\"\"),\"\",(F69/12)*F50)))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Buffer\",\"--\",\nIF(OR(G44=\"\",G50=\"\",G69=\"\"),\"\",(G69/12)*G50)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BS15=\"\",BS16=\"\"),\"\",\nIF(BS16<>\"RPA_Buffer\",\"--\",\nIF(OR(BS44=\"\",BS50=\"\",BS69=\"\"),\"\",(BS69/12)*BS50)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",null,null,null,null,"A",0.1,0.01,0.1,0.1,5,2.52,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"B",null,null,null,null,4.5,6.48,0.6]
[null,null,"6. Compare Runoff from UIA:RPA Pair to Runoff from UIA Only",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C/D",null,null,null,null,3,6.48,0.5]
[null,null,null,"UIA Runoff (ft3)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Buffer\",\"--\",\nIF(OR(WQE=\"\",F20=\"\",F44=\"\",F50=\"\"),\"\",((WQE-0.1)/12)*(F50-F20))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(AL15=\"\",AL16=\"\"),\"\",\nIF(AL16<>\"RPA_Buffer\",\"--\",\nIF(OR(WQE=\"\",AL20=\"\",AL44=\"\",AL50=\"\"),\"\",((WQE-0.1)/12)*(AL50-AL20))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BR15=\"\",BR16=\"\"),\"\",\nIF(BR16<>\"RPA_Buffer\",\"--\",\nIF(OR(WQE=\"\",BR20=\"\",BR44=\"\",BR50=\"\"),\"\",((WQE-0.1)/12)*(BR50-BR20))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Runoff Reduction (ft3)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Buffer\",\"--\",\nIF(OR(F44=\"\",F70=\"\",F73=\"\"),\"\",F73-F70)))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Buffer\",\"--\",\nIF(OR(G44=\"\",G70=\"\",G73=\"\"),\"\",G73-G70)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BS15=\"\",BS16=\"\"),\"\",\nIF(BS16<>\"RPA_Buffer\",\"--\",\nIF(OR(BS44=\"\",BS70=\"\",BS73=\"\"),\"\",BS73-BS70)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Runoff Reduction (%)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Buffer\",\"--\",\nIF(OR(F44=\"\",F73=\"\",F74=\"\"),\"\",\nIF(F73=0,0,F74/F73))))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Buffer\",\"--\",\nIF(OR(G44=\"\",G73=\"\",G74=\"\"),\"\",\nIF(G73=0,0,G74/G73))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BS15=\"\",BS16=\"\"),\"\",\nIF(BS16<>\"RPA_Buffer\",\"--\",\nIF(OR(BS44=\"\",BS73=\"\",BS74=\"\"),\"\",\nIF(BS73=0,0,BS74/BS73))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[]
[null,null,null,"Notes:"]
[]
[]
[]
[]
[]
[null,null,"GRASS SWALE ADDITIONAL DESIGN PROCEDURE AND CRITERIA (User Input in Blue Cells)"]
[]
[null,null,"1. Delineate Areas Tributary to Swale"]
[null,null,null,"Total Tributary Area (ft2)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(F157=\"\",\"\",F157)))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Swale\",\"--\",\nIF(G157=\"\",\"\",G157)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BS15=\"\",BS16=\"\"),\"\",\nIF(BS16<>\"RPA_Swale\",\"--\",\nIF(BS157=\"\",\"\",BS157)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Imperviousness (%)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(F158=\"\",\"\",F158)))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Swale\",\"--\",\nIF(G158=\"\",\"\",G158)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BS15=\"\",BS16=\"\"),\"\",\nIF(BS16<>\"RPA_Swale\",\"--\",\nIF(BS158=\"\",\"\",BS158)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[]
[null,null,"2. Swale Inflows"]
[null,null,null,"Concentrated Flow Type","--"]
[null,null,null,"Blind Swale Type","--"]
[null,null,null,"Spreader Energy Dissipation","--"]
[null,null,null,"Vertical Drop (in)","--"]
[null,null,null,"Gutter Depression (in)","--"]
[null,null,null,"Curb Opening Length (ft)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(F90=\"\",\"\",IF(F90<>\"Curb\",\"--\",\nIF(OR(F86=\"\",F94=\"\"),\"\",\nIF(F86<4356,2,IF(F86<=10890,3,IF(F86<=21780,4,\"Multiple\"))))))))","v":""},"","","",{"$f":"IF(OR(J15=\"\",J16=\"\"),\"\",\nIF(J16<>\"RPA_Swale\",\"--\",\nIF(J90=\"\",\"\",IF(J90<>\"Curb\",\"--\",\nIF(OR(J86=\"\",J94=\"\"),\"\",\nIF(J86<4356,2,IF(J86<=10890,3,IF(J86<=21780,4,\"Multiple\"))))))))","v":""},{"$f":"IF(OR(K15=\"\",K16=\"\"),\"\",\nIF(K16<>\"RPA_Swale\",\"--\",\nIF(K90=\"\",\"\",IF(K90<>\"Curb\",\"--\",\nIF(OR(K86=\"\",K94=\"\"),\"\",\nIF(K86<4356,2,IF(K86<=10890,3,IF(K86<=21780,4,\"Multiple\"))))))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BW15=\"\",BW16=\"\"),\"\",\nIF(BW16<>\"RPA_Swale\",\"--\",\nIF(BW90=\"\",\"\",IF(BW90<>\"Curb\",\"--\",\nIF(OR(BW86=\"\",BW94=\"\"),\"\",\nIF(BW86<4356,2,IF(BW86<=10890,3,IF(BW86<=21780,4,\"Multiple\"))))))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Concrete Sediment Pad","--"]
[null,null,null,"Min. Forebay Volume 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90=\"\",CL96=\"\"),\"\",\nIF(OR(CL96=\"YES\",CL96=\"--\"),\"--\",\n0.01*1*((0.91*(CL87^3)-1.19*(CL87^2)+0.78*(CL87))/12)*CL86))))","v":""},{"$f":"IF(OR(CM15=\"\",CM16=\"\"),\"\",\nIF(CM16<>\"RPA_Swale\",\"--\",\nIF(OR(CM86=\"\",CM87=\"\",CM90=\"\",CM96=\"\"),\"\",\nIF(OR(CM96=\"YES\",CM96=\"--\"),\"--\",\n0.01*1*((0.91*(CM87^3)-1.19*(CM87^2)+0.78*(CM87))/12)*CM86))))","v":""},{"$f":"IF(OR(CN15=\"\",CN16=\"\"),\"\",\nIF(CN16<>\"RPA_Swale\",\"--\",\nIF(OR(CN86=\"\",CN87=\"\",CN90=\"\",CN96=\"\"),\"\",\nIF(OR(CN96=\"YES\",CN96=\"--\"),\"--\",\n0.01*1*((0.91*(CN87^3)-1.19*(CN87^2)+0.78*(CN87))/12)*CN86))))","v":""},{"$f":"IF(OR(CO15=\"\",CO16=\"\"),\"\",\nIF(CO16<>\"RPA_Swale\",\"--\",\nIF(OR(CO86=\"\",CO87=\"\",CO90=\"\",CO96=\"\"),\"\",\nIF(OR(CO96=\"YES\",CO96=\"--\"),\"--\",\n0.01*1*((0.91*(CO87^3)-1.19*(CO87^2)+0.78*(CO87))/12)*CO86))))","v":""},{"$f":"IF(OR(CP15=\"\",CP16=\"\"),\"\",\nIF(CP16<>\"RPA_Swale\",\"--\",\nIF(OR(CP86=\"\",CP87=\"\",CP90=\"\",CP96=\"\"),\"\",\nIF(OR(CP96=\"YES\",CP96=\"--\"),\"--\",\n0.01*1*((0.91*(CP87^3)-1.19*(CP87^2)+0.78*(CP87))/12)*CP86))))","v":""},{"$f":"IF(OR(CQ15=\"\",CQ16=\"\"),\"\",\nIF(CQ16<>\"RPA_Swale\",\"--\",\nIF(OR(CQ86=\"\",CQ87=\"\",CQ90=\"\",CQ96=\"\"),\"\",\nIF(OR(CQ96=\"YES\",CQ96=\"--\"),\"--\",\n0.01*1*((0.91*(CQ87^3)-1.19*(CQ87^2)+0.78*(CQ87))/12)*CQ86))))","v":""},{"$f":"IF(OR(CR15=\"\",CR16=\"\"),\"\",\nIF(CR16<>\"RPA_Swale\",\"--\",\nIF(OR(CR86=\"\",CR87=\"\",CR90=\"\",CR96=\"\"),\"\",\nIF(OR(CR96=\"YES\",CR96=\"--\"),\"--\",\n0.01*1*((0.91*(CR87^3)-1.19*(CR87^2)+0.78*(CR87))/12)*CR86))))","v":""},{"$f":"IF(OR(CS15=\"\",CS16=\"\"),\"\",\nIF(CS16<>\"RPA_Swale\",\"--\",\nIF(OR(CS86=\"\",CS87=\"\",CS90=\"\",CS96=\"\"),\"\",\nIF(OR(CS96=\"YES\",CS96=\"--\"),\"--\",\n0.01*1*((0.91*(CS87^3)-1.19*(CS87^2)+0.78*(CS87))/12)*CS86))))","v":""},{"$f":"IF(OR(CT15=\"\",CT16=\"\"),\"\",\nIF(CT16<>\"RPA_Swale\",\"--\",\nIF(OR(CT86=\"\",CT87=\"\",CT90=\"\",CT96=\"\"),\"\",\nIF(OR(CT96=\"YES\",CT96=\"--\"),\"--\",\n0.01*1*((0.91*(CT87^3)-1.19*(CT87^2)+0.78*(CT87))/12)*CT86))))","v":""},{"$f":"IF(OR(CU15=\"\",CU16=\"\"),\"\",\nIF(CU16<>\"RPA_Swale\",\"--\",\nIF(OR(CU86=\"\",CU87=\"\",CU90=\"\",CU96=\"\"),\"\",\nIF(OR(CU96=\"YES\",CU96=\"--\"),\"--\",\n0.01*1*((0.91*(CU87^3)-1.19*(CU87^2)+0.78*(CU87))/12)*CU86))))","v":""},{"$f":"IF(OR(CV15=\"\",CV16=\"\"),\"\",\nIF(CV16<>\"RPA_Swale\",\"--\",\nIF(OR(CV86=\"\",CV87=\"\",CV90=\"\",CV96=\"\"),\"\",\nIF(OR(CV96=\"YES\",CV96=\"--\"),\"--\",\n0.01*1*((0.91*(CV87^3)-1.19*(CV87^2)+0.78*(CV87))/12)*CV86))))","v":""},{"$f":"IF(OR(CW15=\"\",CW16=\"\"),\"\",\nIF(CW16<>\"RPA_Swale\",\"--\",\nIF(OR(CW86=\"\",CW87=\"\",CW90=\"\",CW96=\"\"),\"\",\nIF(OR(CW96=\"YES\",CW96=\"--\"),\"--\",\n0.01*1*((0.91*(CW87^3)-1.19*(CW87^2)+0.78*(CW87))/12)*CW86))))","v":""},{"$f":"IF(OR(CX15=\"\",CX16=\"\"),\"\",\nIF(CX16<>\"RPA_Swale\",\"--\",\nIF(OR(CX86=\"\",CX87=\"\",CX90=\"\",CX96=\"\"),\"\",\nIF(OR(CX96=\"YES\",CX96=\"--\"),\"--\",\n0.01*1*((0.91*(CX87^3)-1.19*(CX87^2)+0.78*(CX87))/12)*CX86))))","v":""},{"$f":"IF(OR(CY15=\"\",CY16=\"\"),\"\",\nIF(CY16<>\"RPA_Swale\",\"--\",\nIF(OR(CY86=\"\",CY87=\"\",CY90=\"\",CY96=\"\"),\"\",\nIF(OR(CY96=\"YES\",CY96=\"--\"),\"--\",\n0.01*1*((0.91*(CY87^3)-1.19*(CY87^2)+0.78*(CY87))/12)*CY86))))","v":""},{"$f":"IF(OR(CZ15=\"\",CZ16=\"\"),\"\",\nIF(CZ16<>\"RPA_Swale\",\"--\",\nIF(OR(CZ86=\"\",CZ87=\"\",CZ90=\"\",CZ96=\"\"),\"\",\nIF(OR(CZ96=\"YES\",CZ96=\"--\"),\"--\",\n0.01*1*((0.91*(CZ87^3)-1.19*(CZ87^2)+0.78*(CZ87))/12)*CZ86))))","v":""},{"$f":"IF(OR(DA15=\"\",DA16=\"\"),\"\",\nIF(DA16<>\"RPA_Swale\",\"--\",\nIF(OR(DA86=\"\",DA87=\"\",DA90=\"\",DA96=\"\"),\"\",\nIF(OR(DA96=\"YES\",DA96=\"--\"),\"--\",\n0.01*1*((0.91*(DA87^3)-1.19*(DA87^2)+0.78*(DA87))/12)*DA86))))","v":""}]
[null,null,null,"Design Forebay Volume (ft3)","--"]
[null,null,null,"Max. Forebay Depth (in)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(OR(F86=\"\",F87=\"\",F90=\"\",F96=\"\"),\"\",\nIF(OR(F96=\"YES\",F96=\"--\"),\"--\",\nIF(F86*F87/43560<=2,12,\nIF(F86*F87/43560<=5,15,\nIF(F86*F87/43560<=10,18,\nIF(F86*F87/43560<=20,24,30))))))))","v":""},"","",{"$f":"IF(OR(I15=\"\",I16=\"\"),\"\",\nIF(I16<>\"RPA_Swale\",\"--\",\nIF(OR(I86=\"\",I87=\"\",I90=\"\",I96=\"\"),\"\",\nIF(OR(I96=\"YES\",I96=\"--\"),\"--\",\nIF(I86*I87/43560<=2,12,\nIF(I86*I87/43560<=5,15,\nIF(I86*I87/43560<=10,18,\nIF(I86*I87/43560<=20,24,30))))))))","v":""},{"$f":"IF(OR(J15=\"\",J16=\"\"),\"\",\nIF(J16<>\"RPA_Swale\",\"--\",\nIF(OR(J86=\"\",J87=\"\",J90=\"\",J96=\"\"),\"\",\nIF(OR(J96=\"YES\",J96=\"--\"),\"--\",\nIF(J86*J87/43560<=2,12,\nIF(J86*J87/43560<=5,15,\nIF(J86*J87/43560<=10,18,\nIF(J86*J87/43560<=20,24,30))))))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BV15=\"\",BV16=\"\"),\"\",\nIF(BV16<>\"RPA_Swale\",\"--\",\nIF(OR(BV86=\"\",BV87=\"\",BV90=\"\",BV96=\"\"),\"\",\nIF(OR(BV96=\"YES\",BV96=\"--\"),\"--\",\nIF(BV86*BV87/43560<=2,12,\nIF(BV86*BV87/43560<=5,15,\nIF(BV86*BV87/43560<=10,18,\nIF(BV86*BV87/43560<=20,24,30))))))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Design Forebay Depth (in)","--"]
[null,null,null,"Calculated Notch Width (in)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(OR(F86=\"\",F90=\"\",F96=\"\",F97=\"\",F100=\"\"),\"\",\nIF(OR(F96=\"YES\",F96=\"--\"),\"--\",\n12*(2*(F97/(F100/12)))/(2.6*(5*60)*SQRT(F100/12))))))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Swale\",\"--\",\nIF(OR(G86=\"\",G90=\"\",G96=\"\",G97=\"\",G100=\"\"),\"\",\nIF(OR(G96=\"YES\",G96=\"--\"),\"--\",\n12*(2*(G97/(G100/12)))/(2.6*(5*60)*SQRT(G100/12))))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BS15=\"\",BS16=\"\"),\"\",\nIF(BS16<>\"RPA_Swale\",\"--\",\nIF(OR(BS86=\"\",BS90=\"\",BS96=\"\",BS97=\"\",BS100=\"\"),\"\",\nIF(OR(BS96=\"YES\",BS96=\"--\"),\"--\",\n12*(2*(BS97/(BS100/12)))/(2.6*(5*60)*SQRT(BS100/12))))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Design Notch Width (in)","--"]
[null,null,null,"Drain Time (minutes)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(OR(F86=\"\",F90=\"\",F96=\"\",F97=\"\",F100=\"\",F102=\"\"),\"\",\nIF(OR(F96=\"YES\",F96=\"--\"),\"--\",\n(2*(F97/(F100/12)))/(2.6*(F102/12)*SQRT(F100/12))/60))))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Swale\",\"--\",\nIF(OR(G86=\"\",G90=\"\",G96=\"\",G97=\"\",G100=\"\",G102=\"\"),\"\",\nIF(OR(G96=\"YES\",G96=\"--\"),\"--\",\n(2*(G97/(G100/12)))/(2.6*(G102/12)*SQRT(G100/12))/60))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BS15=\"\",BS16=\"\"),\"\",\nIF(BS16<>\"RPA_Swale\",\"--\",\nIF(OR(BS86=\"\",BS90=\"\",BS96=\"\",BS97=\"\",BS100=\"\",BS102=\"\"),\"\",\nIF(OR(BS96=\"YES\",BS96=\"--\"),\"--\",\n(2*(BS97/(BS100/12)))/(2.6*(BS102/12)*SQRT(BS100/12))/60))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Energy Dissipation Type","--"]
[]
[null,null,"3. Swale Cross Section"]
[null,null,null,"Length of Swale (ft)","--"]
[null,null,null,"Bottom Width (ft)","--"]
[null,null,null,"Bottom Area (ft2)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(OR(F86=\"\",F90=\"\",F107=\"\",F108=\"\"),\"\",\nF107*F108)))","v":""},"",{"$f":"IF(OR(H15=\"\",H16=\"\"),\"\",\nIF(H16<>\"RPA_Swale\",\"--\",\nIF(OR(H86=\"\",H90=\"\",H107=\"\",H108=\"\"),\"\",\nH107*H108)))","v":""},{"$f":"IF(OR(I15=\"\",I16=\"\"),\"\",\nIF(I16<>\"RPA_Swale\",\"--\",\nIF(OR(I86=\"\",I90=\"\",I107=\"\",I108=\"\"),\"\",\nI107*I108)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BU15=\"\",BU16=\"\"),\"\",\nIF(BU16<>\"RPA_Swale\",\"--\",\nIF(OR(BU86=\"\",BU90=\"\",BU107=\"\",BU108=\"\"),\"\",\nBU107*BU108)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Side Slopes (horiz/vert)","--"]
[]
[null,null,"4. Longitudinal Slope"]
[null,null,null,"Available Slope (ft/ft)","--"]
[null,null,null,"Design Slope (ft/ft)","--"]
[null,null,null,"Total Drop Height (ft)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(OR(F86=\"\",F90=\"\",F107=\"\",F113=\"\",F114=\"\"),\"\",\nMAX(0,ROUND((F113-F114)*F107,1)))))","v":""},"",{"$f":"IF(OR(H15=\"\",H16=\"\"),\"\",\nIF(H16<>\"RPA_Swale\",\"--\",\nIF(OR(H86=\"\",H90=\"\",H107=\"\",H113=\"\",H114=\"\"),\"\",\nMAX(0,ROUND((H113-H114)*H107,1)))))","v":""},{"$f":"IF(OR(I15=\"\",I16=\"\"),\"\",\nIF(I16<>\"RPA_Swale\",\"--\",\nIF(OR(I86=\"\",I90=\"\",I107=\"\",I113=\"\",I114=\"\"),\"\",\nMAX(0,ROUND((I113-I114)*I107,1)))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BU15=\"\",BU16=\"\"),\"\",\nIF(BU16<>\"RPA_Swale\",\"--\",\nIF(OR(BU86=\"\",BU90=\"\",BU107=\"\",BU113=\"\",BU114=\"\"),\"\",\nMAX(0,ROUND((BU113-BU114)*BU107,1)))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Underdrains Provided?","--"]
[]
[null,null,"5. Calculate Runoff from Tributary Area"]
[null,null,null,"Tributary Runoff (ft3)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(F159=\"\",\"\",F159)))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Swale\",\"--\",\nIF(G159=\"\",\"\",G159)))","v":""},{"$f":"IF(OR(H15=\"\",H16=\"\"),\"\",\nIF(H16<>\"RPA_Swale\",\"--\",\nIF(H159=\"\",\"\",H159)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BT15=\"\",BT16=\"\"),\"\",\nIF(BT16<>\"RPA_Swale\",\"--\",\nIF(BT159=\"\",\"\",BT159)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Reduced Trib. Runoff (ft3)","--",{"$f":"IF(OR(WQE=\"\",F15=\"\",F16=\"\",F20=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\n(WQE/12)*F20+SUMIFS(RPA_RunoffRemaining_Summary,RPA_DS_DesignPoint_ID,F155)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(WQE=\"\",AL15=\"\",AL16=\"\",AL20=\"\"),\"\",\nIF(AL16<>\"RPA_Swale\",\"--\",\n(WQE/12)*AL20+SUMIFS(RPA_RunoffRemaining_Summary,RPA_DS_DesignPoint_ID,AL155)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(WQE=\"\",BR15=\"\",BR16=\"\",BR20=\"\"),\"\",\nIF(BR16<>\"RPA_Swale\",\"--\",\n(WQE/12)*BR20+SUMIFS(RPA_RunoffRemaining_Summary,RPA_DS_DesignPoint_ID,BR155)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[]
[null,null,"6. Calculate Runoff Reduction through Swale Bottom"]
[null,null,null,"Volume Infiltrated (ft3)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(OR(WQE=\"\",F20=\"\",F27=\"\",F28=\"\",F29=\"\",F90=\"\", F116=\"\",F120=\"\"),\"\",\nIF(F116=\"YES\",0,\nIF((2*(F27*RPA_Fo_A+F28*RPA_Fo_B+F29*RPA_Fo_CD)/12)*F20>F120,F120,(2*(F27*RPA_Fo_A+F28*RPA_Fo_B+F29*RPA_Fo_CD)/12)*F20)))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(AL15=\"\",AL16=\"\"),\"\",\nIF(AL16<>\"RPA_Swale\",\"--\",\nIF(OR(WQE=\"\",AL20=\"\",AL27=\"\",AL28=\"\",AL29=\"\",AL90=\"\", AL116=\"\",AL120=\"\"),\"\",\nIF(AL116=\"YES\",0,\nIF((2*(AL27*RPA_Fo_A+AL28*RPA_Fo_B+AL29*RPA_Fo_CD)/12)*AL20>AL120,AL120,(2*(AL27*RPA_Fo_A+AL28*RPA_Fo_B+AL29*RPA_Fo_CD)/12)*AL20)))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BR15=\"\",BR16=\"\"),\"\",\nIF(BR16<>\"RPA_Swale\",\"--\",\nIF(OR(WQE=\"\",BR20=\"\",BR27=\"\",BR28=\"\",BR29=\"\",BR90=\"\", BR116=\"\",BR120=\"\"),\"\",\nIF(BR116=\"YES\",0,\nIF((2*(BR27*RPA_Fo_A+BR28*RPA_Fo_B+BR29*RPA_Fo_CD)/12)*BR20>BR120,BR120,(2*(BR27*RPA_Fo_A+BR28*RPA_Fo_B+BR29*RPA_Fo_CD)/12)*BR20)))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Swale Discharge (ft3)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(OR(F90=\"\",F120=\"\",F123=\"\"),\"\",\nF120-F123)))","v":""},"","",{"$f":"IF(OR(I15=\"\",I16=\"\"),\"\",\nIF(I16<>\"RPA_Swale\",\"--\",\nIF(OR(I90=\"\",I120=\"\",I123=\"\"),\"\",\nI120-I123)))","v":""},{"$f":"IF(OR(J15=\"\",J16=\"\"),\"\",\nIF(J16<>\"RPA_Swale\",\"--\",\nIF(OR(J90=\"\",J120=\"\",J123=\"\"),\"\",\nJ120-J123)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BV15=\"\",BV16=\"\"),\"\",\nIF(BV16<>\"RPA_Swale\",\"--\",\nIF(OR(BV90=\"\",BV120=\"\",BV123=\"\"),\"\",\nBV120-BV123)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Runoff Reduction (%)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(OR(F90=\"\",F120=\"\",F123=\"\"),\"\",\nIF(F120=0,0,F123/F120))))","v":""},"","","","",{"$f":"IF(OR(K15=\"\",K16=\"\"),\"\",\nIF(K16<>\"RPA_Swale\",\"--\",\nIF(OR(K90=\"\",K120=\"\",K123=\"\"),\"\",\nIF(K120=0,0,K123/K120))))","v":""},{"$f":"IF(OR(L15=\"\",L16=\"\"),\"\",\nIF(L16<>\"RPA_Swale\",\"--\",\nIF(OR(L90=\"\",L120=\"\",L123=\"\"),\"\",\nIF(L120=0,0,L123/L120))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BX15=\"\",BX16=\"\"),\"\",\nIF(BX16<>\"RPA_Swale\",\"--\",\nIF(OR(BX90=\"\",BX120=\"\",BX123=\"\"),\"\",\nIF(BX120=0,0,BX123/BX120))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[]
[null,null,"7. Design Discharge"]
[null,null,null,"2-year Discharge, Q2 (cfs)","--"]
[]
[null,null,"8. Design Velocity"]
[null,null,null,"Vegetal Retardance Curve","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(OR(F32=\"\",F90=\"\",F128=\"\"),\"\",\nIF(OR(F32=\"Sod\",F32=\"Plugs\"),\"D\",\"E\"))))","v":""},"",{"$f":"IF(OR(H15=\"\",H16=\"\"),\"\",\nIF(H16<>\"RPA_Swale\",\"--\",\nIF(OR(H32=\"\",H90=\"\",H128=\"\"),\"\",\nIF(OR(H32=\"Sod\",H32=\"Plugs\"),\"D\",\"E\"))))","v":""},{"$f":"IF(OR(I15=\"\",I16=\"\"),\"\",\nIF(I16<>\"RPA_Swale\",\"--\",\nIF(OR(I32=\"\",I90=\"\",I128=\"\"),\"\",\nIF(OR(I32=\"Sod\",I32=\"Plugs\"),\"D\",\"E\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BU15=\"\",BU16=\"\"),\"\",\nIF(BU16<>\"RPA_Swale\",\"--\",\nIF(OR(BU32=\"\",BU90=\"\",BU128=\"\"),\"\",\nIF(OR(BU32=\"Sod\",BU32=\"Plugs\"),\"D\",\"E\"))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Velocity, V2 (fps)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(OR(F90=\"\",F128=\"\",F136=\"\"),\"\",F128/F136)))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Swale\",\"--\",\nIF(OR(G90=\"\",G128=\"\",G136=\"\"),\"\",G128/G136)))","v":""},{"$f":"IF(OR(H15=\"\",H16=\"\"),\"\",\nIF(H16<>\"RPA_Swale\",\"--\",\nIF(OR(H90=\"\",H128=\"\",H136=\"\"),\"\",H128/H136)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BT15=\"\",BT16=\"\"),\"\",\nIF(BT16<>\"RPA_Swale\",\"--\",\nIF(OR(BT90=\"\",BT128=\"\",BT136=\"\"),\"\",BT128/BT136)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[]
[null,null,"9. Design Flow Depth"]
[null,null,null,"Flow Depth, D2 (ft)","--"]
[null,null,null,"Flow Area, A (ft2)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(OR(F90=\"\",F108=\"\",F110=\"\",F135=\"\"),\"\",\nF135*F108+F110*F135^2)))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Swale\",\"--\",\nIF(OR(G90=\"\",G108=\"\",G110=\"\",G135=\"\"),\"\",\nG135*G108+G110*G135^2)))","v":""},{"$f":"IF(OR(H15=\"\",H16=\"\"),\"\",\nIF(H16<>\"RPA_Swale\",\"--\",\nIF(OR(H90=\"\",H108=\"\",H110=\"\",H135=\"\"),\"\",\nH135*H108+H110*H135^2)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BT15=\"\",BT16=\"\"),\"\",\nIF(BT16<>\"RPA_Swale\",\"--\",\nIF(OR(BT90=\"\",BT108=\"\",BT110=\"\",BT135=\"\"),\"\",\nBT135*BT108+BT110*BT135^2)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Wetted Perimeter, P (ft)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(OR(F90=\"\",F108=\"\",F110=\"\",F135=\"\"),\"\",\nF108+2*F135*(1+F110^2)^0.5)))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Swale\",\"--\",\nIF(OR(G90=\"\",G108=\"\",G110=\"\",G135=\"\"),\"\",\nG108+2*G135*(1+G110^2)^0.5)))","v":""},{"$f":"IF(OR(H15=\"\",H16=\"\"),\"\",\nIF(H16<>\"RPA_Swale\",\"--\",\nIF(OR(H90=\"\",H108=\"\",H110=\"\",H135=\"\"),\"\",\nH108+2*H135*(1+H110^2)^0.5)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BT15=\"\",BT16=\"\"),\"\",\nIF(BT16<>\"RPA_Swale\",\"--\",\nIF(OR(BT90=\"\",BT108=\"\",BT110=\"\",BT135=\"\"),\"\",\nBT108+2*BT135*(1+BT110^2)^0.5)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Top Width, T (ft)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(OR(F90=\"\",F108=\"\",F110=\"\",F135=\"\"),\"\",\nF108+2*F135*F110)))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Swale\",\"--\",\nIF(OR(G90=\"\",G108=\"\",G110=\"\",G135=\"\"),\"\",\nG108+2*G135*G110)))","v":""},{"$f":"IF(OR(H15=\"\",H16=\"\"),\"\",\nIF(H16<>\"RPA_Swale\",\"--\",\nIF(OR(H90=\"\",H108=\"\",H110=\"\",H135=\"\"),\"\",\nH108+2*H135*H110)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BT15=\"\",BT16=\"\"),\"\",\nIF(BT16<>\"RPA_Swale\",\"--\",\nIF(OR(BT90=\"\",BT108=\"\",BT110=\"\",BT135=\"\"),\"\",\nBT108+2*BT135*BT110)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Hydraulic Radius, Rh (ft)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(OR(F90=\"\",F136=\"\",F137=\"\"),\"\",\nF136/F137)))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Swale\",\"--\",\nIF(OR(G90=\"\",G136=\"\",G137=\"\"),\"\",\nG136/G137)))","v":""},{"$f":"IF(OR(H15=\"\",H16=\"\"),\"\",\nIF(H16<>\"RPA_Swale\",\"--\",\nIF(OR(H90=\"\",H136=\"\",H137=\"\"),\"\",\nH136/H137)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BT15=\"\",BT16=\"\"),\"\",\nIF(BT16<>\"RPA_Swale\",\"--\",\nIF(OR(BT90=\"\",BT136=\"\",BT137=\"\"),\"\",\nBT136/BT137)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"VR Product (ft2/sec)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(OR(F90=\"\",F132=\"\",F139=\"\"),\"\",\nF132*F139)))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Swale\",\"--\",\nIF(OR(G90=\"\",G132=\"\",G139=\"\"),\"\",\nG132*G139)))","v":""},{"$f":"IF(OR(H15=\"\",H16=\"\"),\"\",\nIF(H16<>\"RPA_Swale\",\"--\",\nIF(OR(H90=\"\",H132=\"\",H139=\"\"),\"\",\nH132*H139)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BT15=\"\",BT16=\"\"),\"\",\nIF(BT16<>\"RPA_Swale\",\"--\",\nIF(OR(BT90=\"\",BT132=\"\",BT139=\"\"),\"\",\nBT132*BT139)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Manning's n value","--"]
[null,null,null,"Hydraulic Depth, Dh (ft)","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(OR(F90=\"\",F136=\"\",F138=\"\"),\"\",\nF136/F138)))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Swale\",\"--\",\nIF(OR(G90=\"\",G136=\"\",G138=\"\"),\"\",\nG136/G138)))","v":""},{"$f":"IF(OR(H15=\"\",H16=\"\"),\"\",\nIF(H16<>\"RPA_Swale\",\"--\",\nIF(OR(H90=\"\",H136=\"\",H138=\"\"),\"\",\nH136/H138)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BT15=\"\",BT16=\"\"),\"\",\nIF(BT16<>\"RPA_Swale\",\"--\",\nIF(OR(BT90=\"\",BT136=\"\",BT138=\"\"),\"\",\nBT136/BT138)))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Froude Number","--",{"$f":"IF(OR(F15=\"\",F16=\"\"),\"\",\nIF(F16<>\"RPA_Swale\",\"--\",\nIF(OR(F90=\"\",F132=\"\",F142=\"\"),\"\",\nF132/(32.2*F142^0.5))))","v":""},{"$f":"IF(OR(G15=\"\",G16=\"\"),\"\",\nIF(G16<>\"RPA_Swale\",\"--\",\nIF(OR(G90=\"\",G132=\"\",G142=\"\"),\"\",\nG132/(32.2*G142^0.5))))","v":""},{"$f":"IF(OR(H15=\"\",H16=\"\"),\"\",\nIF(H16<>\"RPA_Swale\",\"--\",\nIF(OR(H90=\"\",H132=\"\",H142=\"\"),\"\",\nH132/(32.2*H142^0.5))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(BT15=\"\",BT16=\"\"),\"\",\nIF(BT16<>\"RPA_Swale\",\"--\",\nIF(OR(BT90=\"\",BT132=\"\",BT142=\"\"),\"\",\nBT132/(32.2*BT142^0.5))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[]
[null,null,"10. Swale Outflows"]
[null,null,null,"Outflows Considered?","--"]
[]
[null,null,null,"Notes:"]
[]
[]
[]
[]
[]
[null,null,"DESIGN POINT RESULTS  ",null,"(Sums results for current column and all upstream design point columns.)"]
[null,null,null,"Design Point ID",{"$f":"IF(E15=\"\",\"\",E15)","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(AK15=\"\",\"\",AK15)","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(BQ15=\"\",\"\",BQ15)","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Area Type","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",""]
[null,null,null,"Total Area (ft2)"]
[null,null,null,"Imperviousness (%)"]
[null,null,null,"Tributary Runoff (ft3)"]
[null,null,null,"Runoff Reduction (ft3)",{"$f":"IF(OR(E155=\"\",E157=\"\"),0,\nSUMIFS(RPA_RunoffReduction_Summary,RPA_DS_DesignPoint_ID,E155))","v":0},{"$f":"IF(OR(WQE=\"\",F15=\"\",F16=\"\",F159=\"\"),\"\",\nIF(F16=\"RPA_Buffer\",IF(F74=\"\",\"\",F74),\nIF(F16=\"RPA_Swale\",IF(OR(F119=\"\",F124=\"\"),\"\",F119-F124),\nSUMIFS($F$160:$DA$160,RPA_DS_DesignPoint_ID,F155))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(WQE=\"\",AL15=\"\",AL16=\"\",AL159=\"\"),\"\",\nIF(AL16=\"RPA_Buffer\",IF(AL74=\"\",\"\",AL74),\nIF(AL16=\"RPA_Swale\",IF(OR(AL119=\"\",AL124=\"\"),\"\",AL119-AL124),\nSUMIFS($F$160:$DA$160,RPA_DS_DesignPoint_ID,AL155))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(WQE=\"\",BR15=\"\",BR16=\"\",BR159=\"\"),\"\",\nIF(BR16=\"RPA_Buffer\",IF(BR74=\"\",\"\",BR74),\nIF(BR16=\"RPA_Swale\",IF(OR(BR119=\"\",BR124=\"\"),\"\",BR119-BR124),\nSUMIFS($F$160:$DA$160,RPA_DS_DesignPoint_ID,BR155))))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(WQE=\"\",CX15=\"\",CX16=\"\",CX159=\"\"),\"\",\nIF(CX16=\"RPA_Buffer\",IF(CX74=\"\",\"\",CX74),\nIF(CX16=\"RPA_Swale\",IF(OR(CX119=\"\",CX124=\"\"),\"\",CX119-CX124),\nSUMIFS($F$160:$DA$160,RPA_DS_DesignPoint_ID,CX155))))","v":""},"","",""]
[null,null,null,"Runoff Remaining (ft3)",{"$f":"IF(OR(E155=\"\",E157=\"\"),0,\nSUMIFS(RPA_RunoffRemaining_Summary,RPA_DS_DesignPoint_ID,E155))","v":0},{"$f":"IF(OR(WQE=\"\",F15=\"\",F16=\"\",F159=\"\",F160=\"\"),\"\",\nF159-F160)","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(WQE=\"\",AL15=\"\",AL16=\"\",AL159=\"\",AL160=\"\"),\"\",\nAL159-AL160)","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(WQE=\"\",BR15=\"\",BR16=\"\",BR159=\"\",BR160=\"\"),\"\",\nBR159-BR160)","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IF(OR(WQE=\"\",CX15=\"\",CX16=\"\",CX159=\"\",CX160=\"\"),\"\",\nCX159-CX160)","v":""},"","",""]
[]
[null,null,null,null,null,null,{"$f":"IF(RPA_SCMType<>\"RPA\",\"\",\"Total Tributary Area entered on Site Layout Worksheet is:\")","v":""},{"$f":"IF(RPA_SCMType<>\"RPA\",\"\",IFERROR(INDEX('Site Layout'!E14:DA28,2,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\"))","v":""},{"$f":"IF(RPA_SCMType<>\"RPA\",\"\",\"square feet\")","v":""}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RPA_AreaType_List",null,"RPA_Protection_List",null,"RPA_Vegetation_List",null,"RPA_Irrigation_List",null,"RPA_SheetInFlow_List",null,"RPA_YesNo_List",null,"RPA_SpreaderBlind_List",null,"RPA_ConcInflow_List",null,"RPA_SpreaderDissipation_List",null,"RPA_EnergyDissipation_List"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DCIA",null,"Wheel Stops",null,"Seed",null,"Permanent",null,"Curbless",null,"YES",null,"Curb",null,"Spreader",null,"Space",null,"Concrete"]
[null,null,"HIDE THESE ROWS",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"UIA",null,"Markers",null,"Sod",null,"Temporary",null,"Slotted",null,"NO",null,"Vegetated",null,"Downspout",null,"Angle ",null,"Rock"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RPA_Buffer",null,"Bollards",null,"Plugs",null,"Other",null,"Spreader",null,null,null,"Concrete",null,"Curb",null,"Boulder",null,"Vegetation"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RPA_Swale",null,"Fencing",null,"Other",null,"None",null,"Other",null,null,null,"Rock-Lined",null,"Swale",null,"Concrete",null,"Impact"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SPA",null,"Slotted Curb",null,null,null,null,null,null,null,null,null,"Other",null,"Pipe",null,"Wall",null,"Other"]
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{"sheet":"GreenRoof","index":4,"n_rows":216,"n_cols":26,"rows_kept":216,"cut":false,"hidden":true,"merged":[[191,2,191,16],[162,10,162,16],[163,10,163,16],[166,11,166,17],[187,4,187,16],[188,2,188,16],[189,2,189,16],[190,2,190,16],[182,10,182,16],[183,10,183,16],[184,10,184,16],[185,10,185,16],[181,10,181,16],[172,10,172,16],[173,10,173,16],[174,10,174,16],[160,10,160,16],[161,10,161,16],[144,10,144,16],[145,10,145,16],[146,10,146,16],[148,10,148,16],[149,10,149,16],[150,10,150,16],[129,10,129,16],[130,10,130,16],[137,10,137,16],[138,3,139,8],[138,10,138,16],[139,10,139,16],[124,10,124,16],[94,10,94,16],[95,10,95,16],[104,10,104,16],[105,10,105,16],[106,10,106,16],[115,10,115,16],[116,10,116,16],[117,10,117,16],[118,10,118,16],[123,10,123,16],[107,3,108,7],[107,10,107,16],[108,10,108,16],[92,10,92,16],[93,10,93,16],[71,10,71,16],[72,10,72,16],[76,10,76,16],[77,10,77,16],[78,10,78,16],[59,10,59,16],[60,10,60,16],[61,10,61,16],[69,10,69,16],[70,10,70,16],[175,10,175,16],[176,11,176,17],[25,10,25,16],[1,1,1,17],[2,6,2,13],[3,4,3,14],[4,4,4,14],[5,4,5,14],[6,4,6,14],[7,4,7,14],[8,4,8,14],[22,10,22,16],[23,10,23,16],[24,10,24,16],[79,10,79,16],[58,10,58,16]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected",null,null,null,null,"Runoff Reduction (ft3)",{"$f":"GR_RunoffReduction","v":""}]
[null,"Green Roof Systems",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WQCV Treated (ft3)",0]
[null,null,null,null,null,null,{"$f":"Version_Release","v":"SCM Design, Version 4.02 (June 2025)"}]
[null,null,"Designer:",null,{"$f":"IF(WQ_Designer=\"\",\"\",WQ_Designer)","v":""}]
[null,null,"Company:",null,{"$f":"IF(WQ_Company=\"\",\"\",WQ_Company)","v":""}]
[null,null,"Date:",null,{"$f":"NOW()","v":"2025-06-24T15:49:48.550"}]
[null,null,"Project:",null,{"$f":"IF(WQ_Project=\"\",\"\",WQ_Project)","v":""}]
[null,null,"Location:",null,{"$f":"IF(WQ_Location=\"\",\"\",WQ_Location)","v":""}]
[null,null,"Outfall ID:"]
[]
[]
[null,null,"1.  Structural Integrity"]
[]
[null,null,null,"A) Will the Green Roof be installed on a new or existing building?"]
[]
[null,null,null,"B) Is the Green Roof Extensive or Intesive?"]
[]
[null,null,null,{"$f":"IF(GR_GreenRoofType=\"\",\"C) Minimum Depth of Substrate\",\nIF(GR_GreenRoofType=\"Extensive\",\"C) Minimum Depth of Substrate (typically less than 6 inches)\",\n\"C) Minimum Depth of Substrate (typically 6 inches to several feet)\"))","v":"C) Minimum Depth of Substrate"},null,null,null,null,null,null,"DSubstrate =",null,"in",{"$f":"IF(OR(GR_GreenRoofType=\"\",GR_Depth_Substrate=\"\"),\"\",\nIF(AND(GR_GreenRoofType=\"Extensive\",GR_Depth_Substrate>6),\"Extensive typically less than 6 inches\",\nIF(AND(GR_GreenRoofType=\"Intensive\",GR_Depth_Substrate<6),\"Intenisve typically greater than 6 inches\",\"\")))","v":""}]
[]
[null,null,null,"D) Has a Structural Engineer ensured the load-bearing capacity",null,null,null,null,null,null,null,null,null,{"$f":"IF(GR_LoadBearing=\"NO\",\"Please explain below\",\"\")","v":""}]
[null,null,null,"    of the roof is adequate for the Green Roof to be installed?"]
[]
[null,null,null,"E) Describe Green Roof System and Structural Engineer evaluation"]
[]
[]
[]
[]
[]
[null,null,"2.  Water Quality Capture Volume"]
[]
[null,null,null,"A) Green Roof Area",null,null,null,null,null,null,"Area =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,2,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft2"]
[null,null,null,null,null,null,null,null,null,null,"Area =",{"$f":"IF(GR_Area_Total=\"\",\"\",GR_Area_Total/43560)","v":""},"ac"]
[]
[null,null,null,"B) Imperviousness of Green Roof",null,null,null,null,null,null,"i =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,4,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"%"]
[]
[null,null,null,"C) Default WQCV (or optional Override WQCV)",null,null,null,null,null,null,"VWQCV Default =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,15,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft3"]
[null,null,null,null,null,null,null,null,null,null,"VWQCV Override =",{"$f":"IFERROR(IF(INDEX('Site Layout'!E14:DA29,16,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0))=\"\",\"\",INDEX('Site Layout'!E14:DA29,16,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0))),\"\")","v":""},"ft3"]
[]
[null,null,null,"D) Runoff Reduction resulting from Green Roof",null,null,null,null,null,null,"Runoff Reduction =",{"$f":"IF(GR_WQCV_Default=\"\",\"\",\nIF(OR(GR_Depth_Substrate=\"\",GR_Depth_Substrate<4),0,\nIF(GR_WQCV_Override<>\"\",GR_WQCV_Override,GR_WQCV_Default)))","v":""},"ft3",{"$f":"IF(GR_Depth_Substrate=\"\",\"\",\nIF(GR_Depth_Substrate<4,\"Substrate Depth < 4 inch minimum\",\"\"))","v":""}]
[]
[null,null,null,"E) Remaining WQCV",null,null,null,null,null,null,"VWQCV Remaining =",{"$f":"IF(OR(GR_WQCV_Default=\"\",GR_RunoffReduction=\"\"),\"\",\nIF(GR_WQCV_Override<>\"\",GR_WQCV_Override-GR_RunoffReduction,GR_WQCV_Default-GR_RunoffReduction))","v":""},"ft3"]
[]
[]
[null,null,"3.  Impermeable Membrane and Waterproofing"]
[]
[null,null,null,"A) What type of impermeable membrane will be used?",null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(GR_MembraneType=\"Other\",GR_MembraneType=\"None\"),\"Please explain below\",\"\")","v":""}]
[]
[null,null,null,"B) Are details provided regarding sealing at penetrations? ",null,null,null,null,null,null,null,null,null,{"$f":"IF(GR_Membrane_Sealing=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,"C) Are geomembrane connections to vertical concrete surfaces ",null,null,null,null,null,null,null,null,null,{"$f":"IF(GR_Membrane_Vertical=\"NO\",\"Explain why not below\",\"\")","v":""}]
[null,null,null,"    consistent with Figure 4-5?"]
[]
[null,null,null,"D) Do plans specify thermal welding and air lance testing of joints? ",null,null,null,null,null,null,null,null,null,{"$f":"IF(GR_Membrane_Testing=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,"E) Is a leak detection system planned for long term operations?",null,null,null,null,null,null,null,null,null,{"$f":"IF(GR_Membrane_Leak=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,"F) Will waterproofing warranty policy be voided for existing buildings?",null,null,null,null,null,null,null,null,null,{"$f":"IF(GR_Membrane_Warranty=\"YES\",\"Please explain below\",\"\")","v":""}]
[]
[null,null,null,"G) Describe how impermeable membrane will be attached to roof"]
[null,null,null,"    and other structures to ensure a waterproof seal."]
[]
[]
[]
[]
[null,null,"4.  Root Barrier System"]
[]
[null,null,null,"A) Is a supplemental root barrier provided to protect the",null,null,null,null,null,null,null,null,null,{"$f":"IF(GR_RootBarrier=\"NO\",\"Explain why not below\",\"\")","v":""}]
[null,null,null,"    impermeable membrane?"]
[]
[null,null,null,{"$f":"IF(GR_RootBarrier=\"\",\"B) Describe root barrier\",\nIF(GR_RootBarrier=\"YES\",\"B) Describe root barrier and how seams are root resistant\",\n\"B) Describe test data for root resistance of waterproofing materials\"))","v":"B) Describe root barrier"}]
[]
[]
[]
[]
[]
[null,null,"5.  Granular Drainage Layer and Drainage System"]
[]
[null,null,null,"A) Describe type of granular drainage media?"]
[]
[]
[]
[null,null,null,"B) Thickness of granular drainage layer ",null,null,null,null,null,null,"DGranular =",null,"in",{"$f":"IF(GR_Depth_Granular=\"\",\"\",IF(GR_Depth_Granular<1,\"Minimum thickness is 1 inch\",\"\"))","v":""}]
[null,null,null,"    (minimum 1\" but typically 2\" to 4\" thick)"]
[]
[null,null,null,"C) Are reservoir sheets included within drainage layer?"]
[]
[null,null,null,"D) Is Filter Fabric provided above drainage layer to keep",null,null,null,null,null,null,null,null,null,{"$f":"IF(GR_FilterFabric=\"NO\",\"Explain why not above\",\"\")","v":""}]
[null,null,null,"    substrate from clogging the drainage layer? "]
[]
[null,null,null,"E) Are underdrains provided?"]
[]
[null,null,null,"F) Are cleanouts provided for inspection and maintenance?"]
[]
[]
[]
[]
[]
[]
[null,null,"6.  Substrate"]
[]
[null,null,null,"A) Depth of Substrate (entered in 1.D above)",null,null,null,null,null,null,"DSubstrate =",{"$f":"IF(GR_Depth_Substrate=\"\",\"\",GR_Depth_Substrate)","v":""},"in",{"$f":"IF(OR(GR_GreenRoofType=\"\",GR_Depth_Substrate=\"\"),\"\",\nIF(AND(GR_GreenRoofType=\"Extensive\",GR_Depth_Substrate>6),\"Extensive typically less than 6 inches\",\nIF(AND(GR_GreenRoofType=\"Intensive\",GR_Depth_Substrate<6),\"Intenisve typically greater than 6 inches\",\"\")))","v":""}]
[]
[null,null,null,"B) Do construction documents specify substrate testing requirements?",null,null,null,null,null,null,null,null,null,{"$f":"IF(GR_Substrate_testing=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,"C) Describe substrate material"]
[]
[]
[null,null,null,{"$f":"IF(GR_GreenRoofType=\"\",\"\",\nIF(GR_GreenRoofType=\"Extensive\",\"Substrate should contain <15% silt and <3% Clay.        See FLL Guidelines for recommendations.\",\n\"Substrate can include materials with higher water retention such as organic matter (compost)\"))","v":""}]
[]
[]
[]
[null,null,"7.  Planting Method"]
[]
[null,null,null,"A) What type of planting method will be used?",null,null,null,null,null,null,"Planting Method ="]
[]
[null,null,null,"B) Describe planting method"]
[]
[]
[]
[]
[]
[null,null,"8.  Plant Selection"]
[]
[null,null,null,"A) What types of plant species will be used?"]
[null,null,null,"Favorable characteristics include: "]
[null,null,null,"- Self-Seeding"]
[null,null,null,"- Perennial"]
[null,null,null,"- Low or compact growth format"]
[null,null,null,"- Diffuse or fibrous root system"]
[null,null,null,"- Low water use"]
[null,null,null,"- Cold hardiness"]
[]
[]
[null,null,"9.  Irrigation"]
[]
[null,null,null,"A) What type of irrigation system will be installed?",null,null,null,null,null,null,"Irrigation Type =",null,null,{"$f":"IF(GR_Irrigation=\"\",\"\",\nIF(GR_Irrigation=\"Other\",\"Please describe below\",\nIF(AND(GR_Irrigation=\"Overhead\",GR_GreenRoofType=\"Intensive\"),\"Drip Irrigation recommended for Intensive\",\nIF(AND(GR_Irrigation=\"Drip\",GR_GreenRoofType=\"Extensive\"),\"Overhead spray recomended for Extensive\",\"\"))))","v":""}]
[]
[]
[null,null,null,{"$f":"IF(GR_Irrigation=\"\",\"\",\n\"Winter watering is required in the relatively warm and dry winter days if precipitation has not occurred in three weeks.\")","v":""}]
[]
[]
[]
[null,null,"10.  Site Specific Design Considerations"]
[]
[null,null,null,"A) Wind - Describe design to withstand expected average and "]
[null,null,null,"    storm wind conditions.  Discuss high wind corners and "]
[null,null,null,"    screens for wind protection."]
[]
[null,null,null,"B) Roof Microclimates  - Describe design for shading, "]
[null,null,null,"    temperature fluctuations, localized strong winds, "]
[null,null,null,"     and reflected solar radiation."]
[]
[null,null,null,"C) Sloped Roof Application",null,null,null,null,null,null,"Roof Slope ="]
[]
[]
[null,null,"11.  Outlets (for Blue Roofs)"]
[null,null,null,null,null,null,null,null,null,null,"Controlled-flow roof drains not required for Green Roof"]
[]
[]
[null,null,"12.  Emergency Overflow/Bypass"]
[]
[null,null,"A) Describe the type and placement of overflow/bypass outlets to"]
[null,null,"    allow rapid discharge when the storage volume of roof is exceeded."]
[]
[]
[null,null,"B) Are vegetation-free zones provided near outlets and parapet walls?",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(GR_Overflow_Vegetation=\"NO\",\"Recommended to prevent outlet clogging\",\"\")","v":""}]
[]
[]
[null,null,"13. Signage"]
[]
[null,null,"A) Are signs posted on doors that provide access to the roof and",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(GR_Signage=\"NO\",\"Signage increases awareness\",\"\")","v":""}]
[null,null,null,"near drainage inlets to inform people that the roof is designed "]
[null,null,null,"for storing stormwater?"]
[]
[]
[]
[]
[]
[null,null,"14.  Maintenance"]
[]
[null,null,"A) Has a maintenance plan that includes the following been developed?",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(GR_MaintenancePlan=\"NO\",\"Need to ensure long-term maintenance\",\"\")","v":""}]
[null,null,null,"  - legal means of access"]
[null,null,null,"  - types of equipment required and physical access"]
[null,null,null,"  - nutrient/fertilizer management"]
[null,null,null,"  - plant debris removal"]
[null,null,null,"  - winter maintenance (ice formation)"]
[]
[null,null,null,"Notes:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,"GR_YesNo_List",null,"GR_BuildingType_List",null,null,"GR_GreenRoofType_List",null,null,"GR_MembraneType_List",null,null,null,"GR_Planting_List",null,null,"GR_Irrigation_List",null,"GR_SlopedRoof_List"]
[null,null,null,"HIDE THESE ROWS",null,null,"YES",null,"Existing",null,null,"Extensive",null,null,"Plastic",null,null,null,"Continuous",null,null,"Overhead",null,"Flat"]
[null,null,null,null,null,null,"NO",null,"New",null,null,"Intensive",null,null,"Rubber",null,null,null,"Modular",null,null,"Drip",null,"Low Slope"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Other",null,null,null,"Other",null,null,"Other",null,"Steep"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"None"]

{"sheet":"BlueRoof","index":5,"n_rows":178,"n_cols":40,"rows_kept":178,"cut":false,"hidden":true,"merged":[[117,2,117,16],[88,10,88,16],[89,10,89,16],[98,10,98,16],[99,10,99,16],[100,10,100,16],[101,10,101,16],[102,11,102,17],[113,4,113,16],[114,2,114,16],[115,2,115,16],[116,2,116,16],[108,10,108,16],[109,10,109,16],[110,10,110,16],[111,10,111,16],[87,10,87,16],[52,10,52,16],[53,10,53,16],[54,10,54,16],[55,10,55,16],[74,10,74,16],[75,10,75,16],[76,10,76,16],[77,10,77,16],[86,10,86,16],[21,10,21,16],[1,1,1,17],[2,6,2,13],[3,4,3,14],[4,4,4,14],[5,4,5,14],[6,4,6,14],[7,4,7,14],[8,4,8,14],[18,10,18,16],[19,10,19,16],[20,10,20,16]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected",null,null,null,null,"Runoff Reduction (ft3)",0]
[null,"Blue Roof Systems",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WQCV Treated (ft3)",{"$f":"IF(OR(BL_WQCV_Default=\"\",BL_WQCV_Design=\"\",BL_Outlet_DT=\"\",BL_Outlet_DT=\"NO\"),0,BL_WQCV_Design)","v":0}]
[null,null,null,null,null,null,{"$f":"Version_Release","v":"SCM Design, Version 4.02 (June 2025)"}]
[null,null,"Designer:",null,{"$f":"IF(WQ_Designer=\"\",\"\",WQ_Designer)","v":""}]
[null,null,"Company:",null,{"$f":"IF(WQ_Company=\"\",\"\",WQ_Company)","v":""}]
[null,null,"Date:",null,{"$f":"NOW()","v":"2025-06-24T15:49:48.550"}]
[null,null,"Project:",null,{"$f":"IF(WQ_Project=\"\",\"\",WQ_Project)","v":""}]
[null,null,"Location:",null,{"$f":"IF(WQ_Location=\"\",\"\",WQ_Location)","v":""}]
[null,null,"Outfall ID:"]
[]
[]
[null,null,"1.  Structural Integrity"]
[]
[null,null,null,"A) Will the Blue Roof be installed on a new or existing building?"]
[]
[null,null,null,"B) Has a Structural Engineer ensured the load-bearing capacity",null,null,null,null,null,null,null,null,null,{"$f":"IF(BL_LoadBearing=\"NO\",\"Please explain below\",\"\")","v":""}]
[null,null,null,"    of the roof is adequate for the Blue Roof to be installed?"]
[]
[null,null,null,"C) Describe Rooftop System and Structural Engineer evaluation"]
[]
[]
[]
[]
[]
[null,null,"2.  Water Quality Capture Volume"]
[]
[null,null,null,"A) Blue Roof Area",null,null,null,null,null,null,"Area =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA28,2,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft2"]
[null,null,null,null,null,null,null,null,null,null,"Area =",{"$f":"IF(BL_Area_Total=\"\",\"\",BL_Area_Total/43560)","v":""},"ac"]
[]
[null,null,null,"B) Imperviousness of Blue Roof",null,null,null,null,null,null,"i =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA28,4,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"%"]
[]
[null,null,null,"C) Default WQCV (or optional Override WQCV)",null,null,null,null,null,null,"VWQCV Default =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,15,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft3"]
[null,null,null,null,null,null,null,null,null,null,"VWQCV Override =",{"$f":"IFERROR(IF(INDEX('Site Layout'!E14:DA29,16,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0))=\"\",\"\",INDEX('Site Layout'!E14:DA29,16,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0))),\"\")","v":""},"ft3"]
[]
[null,null,null,"D) Blue Roof Design WQCV (based on actual design geometry)",null,null,null,null,null,null,"VWQCV Design =",null,"ft3",{"$f":"IF(OR(BL_WQCV_Default=\"\",BL_WQCV_Design=\"\"),\"\",\nIF(BL_WQCV_Override<>\"\",IF(BL_WQCV_Design<ROUND(BL_WQCV_Override,0),\"Design WQCV < Required WQCV\",\"\"),\nIF(BL_WQCV_Design<ROUND(BL_WQCV_Default,0),\"Design WQCV < Required WQCV\",\"\")))","v":""}]
[]
[]
[null,null,"3.  Impermeable Membrane and Waterproofing"]
[]
[null,null,null,"A) What type of impermeable membrane will be used?",null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(BL_MembraneType=\"Other\",BL_MembraneType=\"None\"),\"Please explain below\",\"\")","v":""}]
[]
[null,null,null,"B) Are details provided regarding sealing at penetrations? ",null,null,null,null,null,null,null,null,null,{"$f":"IF(BL_Membrane_Sealing=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,"C) Are geomembrane connections to vertical concrete surfaces ",null,null,null,null,null,null,null,null,null,{"$f":"IF(BL_Membrane_Vertical=\"NO\",\"Explain why not below\",\"\")","v":""}]
[null,null,null,"    consistent with Figure 4-5?"]
[]
[null,null,null,"D) Do plans specify thermal welding and air lance testing of joints? ",null,null,null,null,null,null,null,null,null,{"$f":"IF(BL_Membrane_Testing=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,"E) Is a leak detection system planned for long term operations?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BL_Membrane_Leak=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,"F) Will waterproofing warranty policy be voided for existing buildings?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BL_Membrane_Warranty=\"YES\",\"Please explain below\",\"\")","v":""}]
[]
[null,null,null,"G) Describe how impermeable membrane will be attached to roof"]
[null,null,null,"    and other structures to ensure a waterproof seal."]
[]
[]
[]
[]
[null,null,"4.  Root Barrier System"]
[]
[null,null,"5.  Granular Drainage Layer and Drainage System",null,null,null,null,null,null,null,"Sections 4 through 10 of the T-2 Rooftop Systems"]
[null,null,null,null,null,null,null,null,null,null,"Fact Sheet do not apply to Blue Roof Systems."]
[null,null,"6.  Substrate"]
[]
[null,null,"7.  Planting Method"]
[]
[null,null,"8.  Plant Selection"]
[]
[null,null,"9.  Irrigation"]
[]
[null,null,"10.  Site Specific Design Considerations"]
[]
[]
[null,null,"11.  Outlets (for Blue Roofs)"]
[]
[null,null,null,"A) Describe roof drain outlet configuration"]
[]
[]
[]
[]
[null,null,null,"B) Do roof drain orifice openings provide ≥ 12-hour drain time?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BL_Outlet_DT=\"NO\",\"Drain Time Too Short\",\"\")","v":""}]
[]
[null,null,null,"C) Are orifice openings protected by a screen or strainer?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BL_Outlet_Screen=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[]
[null,null,"12.  Emergency Overflow/Bypass"]
[]
[null,null,"A) Describe the type and placement of overflow/bypass outlets to"]
[null,null,"    allow rapid discharge when the storage volume of roof is exceeded."]
[]
[]
[null,null,"B) What is the maximum ponding depth on the roof.",null,null,null,null,null,null,null,"y Max =",null,"in"]
[]
[]
[null,null,"13. Signage"]
[]
[null,null,"A) Are signs posted on doors that provide access to the roof and",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BL_Signage=\"NO\",\"Signage increases awareness\",\"\")","v":""}]
[null,null,null,"near drainage inlets to inform people that the roof is designed "]
[null,null,null,"for storing stormwater?"]
[]
[]
[]
[]
[]
[null,null,"14.  Maintenance"]
[]
[null,null,"A) Has a maintenance plan that includes the following been developed?",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BL_MaintenancePlan=\"NO\",\"Need to ensure long-term maintenance\",\"\")","v":""}]
[null,null,null,"  - legal means of access"]
[null,null,null,"  - types of equipment required and physical access"]
[null,null,null,"  - winter maintenance (ice formation)"]
[]
[]
[]
[null,null,null,"Notes:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,"RS_YesNo_List",null,"RS_BuildingType_List",null,null,"RS_MembraneType_List",null,null,"RS_SlopedRoof_List",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RS_SlottedPipe_List",null,null,"RS_Vegetation_List",null,null,null,"RS_YesNoNA_List"]
[null,null,null,"HIDE THESE ROWS",null,null,"YES",null,"Existing",null,null,"Plastic",null,null,"Flat",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"4-inch (ID), Sch 40 PVC",null,null,"Sod-forming native grasses from seed",null,null,null,"YES"]
[null,null,null,null,null,null,"NO",null,"New",null,null,"Rubber",null,null,"Low Slope",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"4-inch (ID), SDR 17",null,null,"Sand-grown sod",null,null,null,"NO"]
[null,null,null,null,null,null,null,null,null,null,null,"Other",null,null,"Steep",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"6-inch (ID), Sch 40 PVC",null,null,"Container-grown plants",null,null,null,"N/A"]
[null,null,null,null,null,null,null,null,null,null,null,"None",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"6-inch (ID), SDR 26",null,null,"Container-grown plants and small trees"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Other, Explain below",null,null,"Other/Combination, Explain below"]

{"sheet":"BR","index":6,"n_rows":334,"n_cols":52,"rows_kept":334,"cut":false,"hidden":true,"merged":[[197,3,198,8],[200,3,202,8],[40,10,40,16],[41,10,41,16],[53,10,53,16],[54,10,54,16],[55,10,55,16],[56,10,56,16],[167,10,167,16],[168,10,168,16],[169,10,169,16],[157,10,157,16],[158,10,158,16],[84,9,84,16],[85,9,85,16],[86,9,86,16],[142,13,143,16],[155,10,155,16],[198,10,198,16],[199,10,199,16],[190,10,190,16],[200,10,200,16],[201,10,201,16],[175,10,175,12],[1,1,1,17],[2,6,2,13],[31,10,31,16],[32,10,32,16],[115,3,117,7],[39,10,39,16],[3,4,3,14],[4,4,4,14],[6,4,6,14],[7,4,7,14],[88,9,88,16],[87,9,87,16],[37,11,37,13],[51,11,51,12],[49,10,49,12],[46,13,49,16],[5,4,5,14],[114,9,114,16],[115,9,115,16],[116,9,116,16],[117,9,117,16],[8,4,8,14],[98,9,98,16],[99,9,99,16],[33,10,33,16],[298,2,298,16],[257,10,257,16],[258,10,258,16],[259,10,259,16],[275,10,275,16],[276,10,276,16],[277,10,277,16],[278,10,278,16],[280,10,280,16],[281,10,281,16],[282,10,282,16],[276,3,278,8],[283,11,283,17],[257,3,259,8],[294,4,294,16],[295,2,295,16],[296,2,296,16],[297,2,297,16],[254,13,255,16],[231,10,232,12],[224,3,225,8],[237,3,237,8],[244,10,244,16],[177,10,177,16],[59,13,61,16],[215,10,215,16],[212,10,212,16],[213,10,213,16],[202,10,202,16],[249,10,249,16],[170,10,170,16],[214,10,214,16],[224,10,224,16],[245,10,245,16],[246,10,246,16],[225,10,225,16],[226,10,226,16],[227,10,227,16],[156,10,156,16],[118,9,118,16],[100,9,100,16],[101,9,101,16],[102,9,102,16],[288,10,288,16],[289,10,289,16],[290,10,290,16],[291,10,291,16],[292,10,292,16],[250,10,250,16],[238,10,238,16],[171,10,171,16],[172,10,172,16],[235,10,235,16],[236,10,236,16],[237,10,237,16],[248,10,248,16],[230,13,232,16],[234,10,234,16],[184,10,184,16],[185,10,185,16],[186,10,186,16],[247,10,247,16],[191,10,191,16],[192,10,192,16],[193,10,193,16],[178,10,178,16],[179,10,179,16]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected",null,null,null,null,"Runoff Reduction (ft3)",{"$f":"BR_RunoffReduction","v":""}]
[null,"Bioretention System (BR)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WQCV Treated (ft3)",{"$f":"BR_WQCV_design","v":0}]
[null,null,null,null,null,null,{"$f":"Version_Release","v":"SCM Design, Version 4.02 (June 2025)"}]
[null,null,"Designer:",null,{"$f":"IF(WQ_Designer=\"\",\"\",WQ_Designer)","v":""}]
[null,null,"Company:",null,{"$f":"IF(WQ_Company=\"\",\"\",WQ_Company)","v":""}]
[null,null,"Date:",null,{"$f":"NOW()","v":"2025-06-24T15:49:48.550"}]
[null,null,"Project:",null,{"$f":"IF(WQ_Project=\"\",\"\",WQ_Project)","v":""}]
[null,null,"Location:",null,{"$f":"IF(WQ_Location=\"\",\"\",WQ_Location)","v":""}]
[null,null,"Outfall ID:"]
[]
[]
[null,null,"1. Subsurface Exploration and Infiltration System Selection"]
[]
[null,null,null,"A) Identify Site Constraints"]
[null,null,null,"    i) Is subgrade depth to bedrock < 3 feet?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Site_bedrock=\"YES\",\"Infiltration capacity limited\",\"\")","v":""}]
[null,null,null,"    ii) Is subgrade depth to seasonal high groundwater table < 3 feet?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Site_groundwater=\"YES\",\"Infiltration limited and may float liner\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(COUNTA(L15:L16)<2,\"\",\nIF(OR(BR_Site_bedrock=\"YES\",BR_Site_groundwater=\"YES\"),\"LOW\",\"NONE\"))","v":""}]
[null,null,null,"B) Identify Site Risks"]
[null,null,null,"    i) Are expansive/collapsible soils present?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Site_soils=\"YES\",\"Protect structures/roads\",\"\")","v":""}]
[null,null,null,"    ii) Are highly concentrated pollutant sources present (hotspot)?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Site_hotspot=\"YES\",\"Protect from contamination\",\"\")","v":""}]
[null,null,null,"    iii) Is site located above contaminated soils or groundwater?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Site_contamination=\"YES\",\"Protect from further contamination\",\"\")","v":""}]
[null,null,null,"    iv) Is SCM located at top of steep slope? (> 3H:1V)",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Site_slope=\"YES\",\"Potentially unstable slope when saturated\",\"\")","v":""}]
[null,null,null,"    v) Is SCM located adjacent to building, hardscape, or pavement?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Site_buildings=\"YES\",\"Provide protective measures\",\"\")","v":""}]
[null,null,null,"    vi) Is SCM located above building foundation wall backfill?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Site_foundation=\"YES\",\"Extend liner 10 feet beyond wall\",\"\")","v":""}]
[null,null,null,"    vii) Are there other concerns that indicate high risk for infiltration?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Site_HighRisk=\"YES\",\"Find alternative SCM location\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(COUNTA(L19:L25)<7,\"\",\nIF(BR_Site_HighRisk=\"YES\",\"HIGH\",\nIF(OR(BR_Site_soils=\"YES\",BR_Site_hotspot=\"YES\",BR_Site_contamination=\"YES\",BR_Site_slope=\"YES\",BR_Site_buildings=\"YES\",BR_Site_foundation=\"YES\"),\"MODERATE\",\"NONE\")))","v":""}]
[]
[null,null,null,"C) Preliminary Infiltration/Percolation Tests of underlying soils"]
[null,null,null,"    i) Were preliminary infiltration/percolation tests conducted?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Fprelim=\"YES\", \"Please describe below\",\"\")","v":""}]
[null,null,null,"    ii) Preliminary estimate of infiltration rate",null,null,null,null,null,null,"Fprelim =",null,"in/hr"]
[]
[]
[]
[]
[]
[null,null,null,"D) Final Design Infiltrometer Test"]
[null,null,null,"    i) Were infiltrometer tests conducted?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Infiltrometer=\"YES\", \"Please describe below\",\"\")","v":""}]
[null,null,null,"    ii) Select type of infiltrometer test performed:"]
[null,null,null,"    iii) How many locations were tested?",null,null,null,null,null,null,"NTests =",null,null,{"$f":"IFERROR(IF(BR_Infiltrometer_num=\"\",\"\",\nIF(AND(BR_Infiltrometer_num<2,OR(BR_Filter_Amin=\"\",BR_Filter_Amin<10000)),\"Min. 2 tests for SCM area < 10,000 sq.ft.\",\nIF(AND(BR_Filter_Amin>10000,BR_Infiltrometer_num<MAX(2,ROUNDDOWN(BR_Filter_Amin/10000,0))),\"Min. \"&MAX(2,ROUNDDOWN(BR_Filter_Amin/10000,0))&\" tests for SCM area = \"&TEXT(BR_Filter_Amin,\"#,###\")&\" sq.ft.\",\"\"))),\"\")","v":""}]
[null,null,null,"    iv) Describe test locations relative to borings/pits"]
[]
[]
[]
[null,null,null,"    v) What was the maximum infiltration rate tested?",null,null,null,null,null,null,"FMax =",null,"in/hr"]
[null,null,null,"    vi) What was the minimum infiltration rate tested?",null,null,null,null,null,null,"FMin =",null,"in/hr"]
[null,null,null,"    vii) Design Infiltration Rate",null,null,null,null,null,null,"FDesign =",null,"in/hr",{"$f":"IF(OR(BR_Fmax_rate=\"\",BR_Fmin_rate=\"\",BR_Fdesign_rate=\"\"),\"\",\nIF(BR_Fdesign_rate>BR_Fmax_rate,\"Design Rate > Max. Rate, Explain below\",\nIF(BR_Fdesign_rate<BR_Fmin_rate,\"Design Rate < Min. Rate, Explain below\",\"\")))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(BR_Fprelim=\"NO\",BR_Infiltrometer=\"NO\"),\"NONE\",\nIF(BR_Infiltrometer=\"\",\"\",\nIF(BR_Infiltrometer=\"YES\",IF(BR_Fdesign_rate=\"\",\"\",IF(BR_Fdesign_rate>=1,\"ADEQUATE\",\"POOR\")),\nIF(OR(BR_Fprelim=\"\",BR_Fprelim=\"NO\",BR_Fprelim_rate=\"\"),\"\",\nIF(BR_Fprelim_rate>=1,\"ADEQUATE\",\"POOR\")))))","v":""},null,{"$f":"IF(BR_InfilSystem_recommended=\"\",\"\",\nIF(BR_InfilSystem_recommended=\"No Recommendation\",\"Please provide estimated infiltration rates to get a recommended infiltration system.\",\nIF(BR_InfilSystem_recommended=\"Full Infiltration\",\"Suitable Soils and Low Risk, must verify adequate subgrade infiltration rates.\",\nIF(AND(BR_Infil_Rate=\"ADEQUATE\",BR_InfilSystem_recommended=\"Partial Infiltration (Underdrain)\"),\"Suitable Soils and Low Risk, but presence of high bedrock/groundwater results in underdrain recommendation.\",\nIF(AND(BR_Infil_Rate=\"POOR\",BR_InfilSystem_recommended=\"Partial Infiltration (Underdrain)\"),\"Low Risk, but soils not suitable for full infiltration.\",\nIF(AND(BR_Site_groundwater=\"NO\",BR_Site_Risk=\"MODERATE\"),\"Moderate Risk, requires careful QA/QC to ensure liner integrity.  Consider an alternative SCM location.\",\nIF(AND(BR_Site_groundwater=\"YES\",BR_Site_Risk=\"MODERATE\"),\"High Risk due to combination of high groundwater and moderate risks requiring liner. Find alternative SCM location.\",\nIF(OR(BR_Site_Risk=\"HIGH\",AND(BR_Site_groundwater=\"YES\",BR_Site_Risk=\"MODERATE\")),\"High Risk, find alternative SCM location.\",\"\"))))))))","v":""}]
[]
[]
[null,null,null,"E) Recommended Infiltration System",null,null,null,null,null,null,{"$f":"IF(OR(BR_Site_constraint=\"\",BR_Site_Risk=\"\",BR_Infil_Rate=\"\"),\"\",\nIF(BR_Infil_Rate=\"NONE\",\"No Recommendation\",\nIF(AND(BR_Infil_Rate=\"ADEQUATE\",BR_Site_constraint=\"NONE\",BR_Site_Risk=\"NONE\"),\"Full Infiltration\",\nIF(AND(OR(BR_Site_constraint=\"LOW\",BR_Site_constraint=\"NONE\"),BR_Site_Risk=\"NONE\"),\"Partial Infiltration (Underdrain)\",\nIF(AND(BR_Site_groundwater=\"NO\",BR_Site_Risk=\"MODERATE\"),\"No Infiltration (Liner & Underdrain)\",\nIF(OR(BR_Site_Risk=\"HIGH\",AND(BR_Site_groundwater=\"YES\",BR_Site_Risk=\"MODERATE\")),\"Avoid Infiltration SCM\",\"\"))))))","v":""}]
[]
[null,null,null,"F) Select Infiltration System to use for Design",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_InfilSystem=\"\",\"\",\nIF(BR_InfilSystem_recommended=\"No Recommendation\",\"\",\nIF(BR_InfilSystem_recommended=\"\",\"Please complete sections above!\",\nIF(BR_InfilSystem_recommended=\"Avoid Infiltration SCM\",\"Bioretention not recommended here\",\nIF(BR_InfilSystem_recommended=\"No Infiltration (Liner & Underdrain)\",\"\",\nIF(BR_InfilSystem_recommended=\"Partial Infiltration (Underdrain)\",\"\",\nIF(BR_InfilSystem_recommended=\"Full Infiltration\",IF(AND(BR_InfilSystem=\"Full Infiltration\",BR_Infiltrometer=\"NO\"),\"Final Design should include infiltrometer tests\",\"\"))))))))","v":""}]
[]
[]
[]
[]
[]
[]
[]
[null,null,"2. Inlet Design and Pretreatment",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_RPA=\"\",\"\",IF(BR_RPA=\"YES\",\"Define inflow points for all areas tributary to the SCM on the paired RPA worksheet. \nThose results will populate below.\",\"Define inflow points for all areas tributary to the SCM below.\"))","v":""}]
[]
[null,null,null,"A) Is RPA (GB/GS) used for Runoff Reduction upstream of SCM?"]
[null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_RPA=\"YES\",\"Paired Inflows Worksheet Name:\",\"\")","v":""}]
[null,null,null,"B) Inflow Points contributing to SCM (max 8)"]
[null,null,null,null,null,null,null,null,"Inflow Design Point ID"]
[null,null,null,null,null,null,null,null,"Tributary Area to Inflow Point (ft2)"]
[null,null,null,null,null,null,null,null,"Imperviousness above Inflow Point (%)"]
[null,null,null,null,null,null,null,null,"Default WQCV for Inflow Point (ft3)",{"$f":"IF(OR(J65=\"\",J66=\"\",J67=\"\"),\"\",\n(0.8*(0.91*(J67^3)-1.19*(J67^2)+0.78*(J67))/12)*J66)","v":""},"","","","","","",""]
[null,null,null,null,null,null,null,null,"Optional Override WQCV for Inflow Point (ft3)"]
[null,null,null,null,null,null,null,null,"WQCV Reduction above Inflow Point (ft3)"]
[null,null,null,null,null,null,null,null,"Remaining WQCV at Inflow Point (ft3)",{"$f":"IF(J68=\"\",\"\",\nIF(J69<>\"\",IF(J69-J70<0,0,J69-J70),\nIF(J68-J70<0,0,J68-J70)))","v":""},"","","","","","",""]
[null,null,null,null,null,null,null,null,"Will pretreatment be provided with a Sedimentation MTD (HDS)"]
[null,null,null,null,null,null,null,null,"Paired Pretreatment HDS Worksheet Name"]
[null,null,null,null,null,null,null,null,"Sheet or Concentrated Flow"]
[null,null,null,null,null,null,null,"    "]
[null,null,null,"C) Sheet Flow"]
[null,null,null,null,null,null,null,null,"Select sheet flow inflow feature"]
[null,null,null,null,null,null,null,null,"Is Concrete Edger used?"]
[null,null,null,null,null,null,null,null,"Spacing between slots, recommend ≤ 2 ft on center (ft)"]
[null,null,null,null,null,null,null,null,"Slot Opening Length, recommend 1.5 (in)"]
[null,null,null,null,null,null,null,null,"Select type of blind swale used to distribute flow"]
[null,null,null,null,null,null,null,null,"Select energy dissipation method for level spreader"]
[null,null,null,null,null,null,null,null,"Height of drop, recommend 2 to 3 (in)"]
[null,null,null,null,null,null,null,null,"Is concrete mowing strip provided to facilitate maintenance?"]
[]
[]
[]
[]
[]
[]
[null,null,null,"D) Concentrated Flow"]
[null,null,null,null,null,null,null,null,"Select concentrated flow inflow feature"]
[null,null,null,null,null,null,null,null,"Is downspout extension needed to bridge backfill zone?"]
[null,null,null,null,null,null,null,null,"Depth of gutter flow line depression for curb opening, recommend 3 (in)"]
[null,null,null,null,null,null,null,null,"Curb opening inlet width (ft)",{"$f":"IF(J92=\"\",\"\",IF(J92=\"--\",\"--\",IF(J92<>\"Curb\",\"--\",IF(J94=\"\",\"\",\nIF(J66<4356,2,IF(J66<=10890,3,IF(J66<=21780,4,\"Multiple\")))))))","v":""},"","","","","","",""]
[null,null,null,null,null,null,null,null,"Height of drop to sediment pad/forebay, recommend ≥ 1 (in)"]
[null,null,null,null,null,null,null,null,"Select energy dissipation method for downspouts and/or curb openings."]
[null,null,null,null,null,null,null,null,"Select energy dissipation method for swales, channels, and piped outfalls"]
[]
[]
[]
[]
[]
[]
[null,null,null,"    v) Forebay"]
[null,null,null,null,null,null,null,null,"Impervious area tributary to concentrated inflow location (ft2)",{"$f":"IF(OR(J66=\"\",J67=\"\",J92=\"\"),\"\",\nIF(OR(J92=\"--\",J92=\"Downspout\"),\"--\",J66*J67))","v":""},"","","","","","",""]
[null,null,null,null,null,null,null,null,"Forebay Type (Concrete Sediment Pad sufficient for Imp Area ≤ 2 acre)"]
[null,null,null,null,null,null,null,null,"Minimum Forebay Volume (ft3)",{"$f":"IF(OR(J71=\"\",J106=\"\",J107=\"\"),\"\",\nIF(OR(J106=\"--\",J107=\"None\",J107=\"Pad\"),\"--\",0.01*J71))","v":""},{"$f":"IF(OR(K71=\"\",K106=\"\",K107=\"\"),\"\",\nIF(OR(K106=\"--\",K107=\"None\",K107=\"Pad\"),\"--\",0.01*K71))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Design Forebay Volume (ft3)"]
[null,null,null,null,null,null,null,null,"Maximum Forebay Depth (in)",{"$f":"IF(OR(J106=\"\",J107=\"\"),\"\",\nIF(OR(J106=\"--\",J107=\"None\",J107=\"Pad\"),\"--\",\nIF(J106/43560<=2,\"--\",\nIF(J106/43560<=5,15,\nIF(J106/43560<=10,18,\nIF(J106/43560<=20,24,30))))))","v":""},{"$f":"IF(OR(K106=\"\",K107=\"\"),\"\",\nIF(OR(K106=\"--\",K107=\"None\",K107=\"Pad\"),\"--\",\nIF(K106/43560<=2,\"--\",\nIF(K106/43560<=5,15,\nIF(K106/43560<=10,18,\nIF(K106/43560<=20,24,30))))))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Design Forebay Depth (in)"]
[null,null,null,null,null,null,null,null,"Rectangular Weir Notch Width to Empty Forebay in 5-minutes (in)",{"$f":"IF(OR(J106=\"\",J108=\"\",J111=\"\"),\"\",\nIF(OR(J106=\"--\",J108=\"--\",J111=\"--\"),\"--\",\n9.23*(J108/(J111/12)/(5*60))*(1/(SQRT(J111/12)))))","v":""},{"$f":"IF(OR(K106=\"\",K108=\"\",K111=\"\"),\"\",\nIF(OR(K106=\"--\",K108=\"--\",K111=\"--\"),\"--\",\n9.23*(K108/(K111/12)/(5*60))*(1/(SQRT(K111/12)))))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Design Notch Width (in)"]
[null,null,null,null,null,null,null,null,"Forebay Drain Time (minutes)",{"$f":"IF(OR(J106=\"\",J108=\"\",J111=\"\",J113=\"\"),\"\",\nIF(OR(J106=\"--\",J113=\"--\"),\"--\",\n9.23*(J108/(J111/12)/(J113*60))*(1/(SQRT(J111/12)))))","v":""},{"$f":"IF(OR(K106=\"\",K108=\"\",K111=\"\",K113=\"\"),\"\",\nIF(OR(K106=\"--\",K113=\"--\"),\"--\",\n9.23*(K108/(K111/12)/(K113*60))*(1/(SQRT(K111/12)))))","v":""},"","","","","",""]
[]
[null,null,null,"Provide pretreatment to remove coarse sediment, trash and debris.  This is especially critical for roadway runoff to bioretention systems."]
[]
[]
[]
[]
[]
[null,null,"3.  Design Storage Volume",null,null,null,null,null,null,null,"Inflow Points above should be fully defined before proceeding below"]
[]
[null,null,null,"A) Contributing Watershed Area (including bioretention area)",null,null,null,null,null,null,"Area =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA28,2,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft2",null,null,"Total Tributary Inflow Area (ft2)",{"$f":"IF(SUM(BR_InflowArea)=0,\"\",SUM(BR_InflowArea))","v":""}]
[null,null,null,null,null,null,null,null,null,null,"Area =",{"$f":"IF(BR_Trib_Area=\"\",\"\",BR_Trib_Area/43560)","v":""},"ac",null,null,"BR Footprint Area (ft2)",{"$f":"IF(OR(BR_Trib_Area=\"\",Q124=\"\"),\"\",BR_Trib_Area-Q124)","v":""}]
[]
[null,null,null,"B) Imperviousness of Tributary Area",null,null,null,null,null,null,"i =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA28,4,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"%"]
[]
[null,null,null,"C) Default WQCV (or optional Override WQCV)",null,null,null,null,null,null,"VWQCV Default =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,15,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft3"]
[null,null,null,null,null,null,null,null,null,null,"VWQCV Override =",{"$f":"IFERROR(IF(INDEX('Site Layout'!E14:DA29,16,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0))=\"\",\"\",INDEX('Site Layout'!E14:DA29,16,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0))),\"\")","v":""},"ft3"]
[]
[null,null,null,"D) WQCV Reduction resulting from Upstream RPA (GB/GS)",null,null,null,null,null,null,"WQCV Reduction =",{"$f":"IF(BR_WQCV_Default=\"\",\"\",SUM(J70:Q70))","v":""},"ft3"]
[]
[null,null,null,"E) Remaining WQCV",null,null,null,null,null,null,"VWQCV Remaining =",{"$f":"IF(BR_WQCV_Default=\"\",\"\",\nIF(BR_WQCV_Override<>\"\",IF(BR_WQCV_Override-BR_RunoffReduction<0,0,BR_WQCV_Override-BR_RunoffReduction),\nIF(BR_WQCV_Default-BR_RunoffReduction<0,0,BR_WQCV_Default-BR_RunoffReduction)))","v":""},"ft3"]
[]
[]
[null,null,"4.  Bioretention System Basin Geometry"]
[]
[null,null,null,"A) Mimimum Filter Media Surface Area",null,null,null,null,null,null,"AF Min =",{"$f":"IF(OR(BR_Trib_Area=\"\",BR_Imp=\"\"),\"\",ROUND(0.02*BR_Trib_Area*BR_Imp,0))","v":""},"ft2"]
[]
[null,null,null,"B) Design Filter Media Surface Area",null,null,null,null,null,null,"AF Design =",null,"ft2",{"$f":"IF(OR(BR_Filter_Amin=\"\",BR_Filter_Adesign=\"\"),\"\",IF(ROUND(BR_Filter_Adesign,0)<ROUND(BR_Filter_Amin,0),\"Design Surface Area < Min. Surface Area\",\"\"))","v":""}]
[]
[null,null,null,"C) WQCV Ponding Depth (recommend max. 12-inch)",null,null,null,null,null,null,"DWQCV =",null,"in",{"$f":"IF(BR_Dwqcv>12,\"Increased ponding depth will stress vegetation and increase hydraulic loading\",\"\")","v":""}]
[]
[null,null,null,"D) Media Surface Slope (typically flat or mild slope < 0.01 ft/ft)",null,null,null,null,null,null,"SSurface =",null,"ft / ft",{"$f":"IF(BR_Ssurface>0.01,\"Surface slope is steep\",\"\")","v":""}]
[]
[null,null,null,"E) Max. Side Slope (Z = 4:1 or flatter, horiz. dist per unit vertical)",null,null,null,null,null,null,"Z =",null,"ft / ft",{"$f":"IF(OR(BR_Z=\"\",BR_Z=0,BR_Z>=4),\"\",\"Steeper than 4:1\")","v":""}]
[null,null,null,"     (Use \"0\" if bioretention has vertical walls)"]
[]
[null,null,null,"F) Media Surface Length-to-Width Ratio",null,null,null,null,null,null,"RL/W ="]
[]
[null,null,null,"G) Calculated WQCV (based on AF Design, DWQCV, and Z)",null,null,null,null,null,null,"VWQCV Calculated =",{"$f":"IF(OR(BR_Filter_Adesign=\"\",BR_Dwqcv=\"\",BR_Z=\"\",BR_LWratio=\"\"),\"\",\n((((SQRT(BR_Filter_Adesign/BR_LWratio)+2*(BR_Dwqcv/12)*BR_Z)*(BR_LWratio*SQRT(BR_Filter_Adesign/BR_LWratio)+2*(BR_Dwqcv/12)*BR_Z))+BR_Filter_Adesign)/2)*(BR_Dwqcv/12))","v":""},"ft3",{"$f":"IF(OR(BR_WQCV_Remaining=\"\",BR_WQCV_calc=\"\"),\"\",\nIF(BR_WQCV_calc<BR_WQCV_Remaining,\"Calculated WQCV < Required WQCV\",\"\"))","v":""}]
[]
[null,null,null,"H) Design WQCV (based on actual design geometry)",null,null,null,null,null,null,"VWQCV Design =",null,"ft3",{"$f":"IF(OR(BR_WQCV_Remaining=\"\",BR_WQCV_design=\"\"),\"\",\nIF(BR_WQCV_design<BR_WQCV_Remaining,\"Design WQCV < Required WQCV\",\nIF(OR(ROUND(BR_WQCV_design,0)<ROUND(BR_WQCV_calc,0),ROUND(BR_WQCV_design,0)>ROUND(BR_WQCV_calc,0)),\"Explain difference from Calculated WQCV\",\"\")))","v":""}]
[]
[null,null,null,"I) If basin geometry is irregular, design volume differs, or media"]
[null,null,null,"     pore space is being utilized, please provide description."]
[]
[]
[]
[]
[null,null,"5.  Underdrain System, Impermeable Liner, and Geotextile"]
[]
[null,null,null,"A) Are underdrains provided?"]
[]
[null,null,null,"B) Is a Drain Trench provided consistent with Figure 4-2?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_DrainTrench=\"NO\",\"Explain how and why below\",\"\")","v":""}]
[null,null,null,"    - Trench Bottom Width ≥ 12 inches, Trench Depth ≥ 15 inches"]
[null,null,null,"    - Drain gravel satisfies gradation specifications for"]
[null,null,null,"       AASHTO M 43 No. 8 coarse aggregate"]
[null,null,null,"    - Filter sand above drain gravel satisfies gradation specifications for"]
[null,null,null,"       AASHTO M 43 fine aggregate"]
[null,null,null,"    - Filter sand depth above drain trench ≥ 6 inches"]
[null,null,null,"    - Filter sand extends ≥ 12 inches beyond trench top width"]
[]
[]
[null,null,null,"C) Select Factory-Slotted Pipe Size and Material"]
[]
[]
[]
[]
[]
[]
[null,null,null,"D) Does the specified pipe material meet the specifications for",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_SlottedPipe_Spec=\"NO\",\"Explain why not below\",\"\")","v":""}]
[null,null,null,"    slot configurations shown in Table 4-6 and Figure 4-3."]
[]
[]
[]
[]
[]
[null,null,null,"E) Are cleanouts provided for inspection and maintenance?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Cleanout=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[]
[]
[]
[]
[]
[null,null,null,"F) Is an impermeable geomembrane liner provided?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Liner=\"YES\",\"Describe liner below\",\"\")","v":""}]
[null,null,null,{"$f":"IF(BR_Liner=\"YES\",\"Install a minimum 30 mil PVC geomembrane liner satisfying material specifications and physical requirements in Table 4-7.\",\"\")","v":""}]
[]
[]
[null,null,null,{"$f":"IF(BR_Liner=\"YES\",\"Install non-woven geotextile separator fabric (Mifafi 180N or equal) above liner that satisfies material specifications in Table 4-8.  Use same geotextile below liner if subgrade has sharp rocks or objects.\",\"\")","v":""}]
[]
[]
[]
[null,null,null,"G) Are details provided regarding sealing at underdrain penetrations",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Liner_penetration=\"NO\",\"Explain why not below\",\"\")","v":""}]
[null,null,null,"     similar to Figure 4-6?"]
[]
[null,null,null,"H) Are geomembrane connections to vertical concrete surfaces",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Liner_concrete=\"NO\",\"Explain why not below\",\"\")","v":""}]
[null,null,null,"    consistent with Figure 4-7?"]
[]
[null,null,null,"I) Do the plans specify thermal welding and air lance testing of joints? ",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Liner_testing=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[]
[]
[]
[]
[]
[]
[null,null,"6.  Bioretention Media"]
[]
[null,null,null,"A) Depth of Media (18-inch minimum, 36-inch when trees planted)",null,null,null,null,null,null,"DMedia =",null,"in",{"$f":"IF(BR_Dmedia=\"\",\"\",IF(BR_Dmedia<18,\"Depth less than 18 inches\",\nIF(AND(BR_Dmedia<36,RIGHT(BR_Vegetation,5)=\"trees\"),\"Depth with planted trees < 36 inches\",\"\")))","v":""}]
[]
[null,null,null,"B) Do construction documents specify media testing requirements?",null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Media_testing=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,{"$f":"IF(BR_Media_testing=\"YES\",\"Analyze gradation and nutrient content of media after delivery to the site and preferably, prior to placement.\",\"\")","v":""}]
[]
[]
[]
[]
[]
[null,null,"7.  Vegetation",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_Vegetation=\"\",\"\",\nIF(RIGHT(BR_Vegetation,4)=\"seed\",\"Typically costs less than container grown plants but more susceptible to being washed away during establishment.\",\nIF(RIGHT(BR_Vegetation,3)=\"sod\",\"Do NOT use Conventional Sod which is typically grown in clay soils.\",\nIF(RIGHT(BR_Vegetation,6)=\"plants\",\"Consider water needs, sun/shade, height, spread, container sizes, spacing, and maintenance requirements.\",\nIF(RIGHT(BR_Vegetation,5)=\"trees\",IF(BR_Vegetation_Warning<>\"\",\"\",\"Trees may be considered when adequate media, irrigation, and space are provided.\"),\n\"Please describe below\")))))","v":""}]
[]
[null,null,null,"A) Select the method of vegetation planting (pulldown list)."]
[null,null,null,"     Consult with vegetation specialist to consider shade, heat"]
[null,null,null,"     island effects, application of deicers in the watershed, and",null,null,null,null,null,null,{"$f":"IF(OR(BR_Liner=\"\",BR_Liner=\"NO\",BR_Vegetation=\"\"),\"\",IF(BR_Liner=\"YES\",\nIF(RIGHT(BR_Vegetation,6)=\"plants\",\"Impermeable Liner used, select plants with diffuse roots (no taproots).\",\nIF(RIGHT(BR_Vegetation,5)=\"trees\",\"Do NOT install trees in bioretention system with an Impermeable Liner.\",\"\"))))","v":""}]
[null,null,null,"     other site-specific factors."]
[]
[null,null,null,{"$f":"IF(BR_Vegetation=\"\",\"\",\nIF(RIGHT(BR_Vegetation,4)=\"seed\",\"Table BR-4 provides suggested Native Seed Mix\",\nIF(RIGHT(BR_Vegetation,3)=\"sod\",\"Local jurisdictions may restrict use of high water demand sod\",\nIF(RIGHT(BR_Vegetation,6)=\"plants\",\"Table BR-5 lists plants suitable for urban areas\",\nIF(RIGHT(BR_Vegetation,5)=\"trees\",IF(BR_Vegetation_Warning<>\"\",\"\",\"Fact Sheet T-3 provides tree planting recommendations\"),\"\")))))","v":""}]
[]
[]
[]
[null,null,null,"B) Has a landscape/vegetation management plan been developed?",null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(BR_Landscape=\"NO\",BR_Landscape=\"N/A\"),\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,"C) Describe vegetation/landscaping considerations:"]
[null,null,null,"    - Stability issues (steep slopes, high erosion potential)?"]
[null,null,null,"    - Topsoil management (assessment, stockpiling, and placement)?"]
[null,null,null,"    - Community benefits with place-making approach?"]
[null,null,null,"    - Biodiversity of the site including pollinator species?"]
[null,null,null,"    - Environmental stewardship through conservation?"]
[null,null,null,"    - Inundation frequency and depth impacts on vegetation?"]
[null,null,null,"    - Required maintenance activities and intervals?"]
[]
[]
[null,null,"8.  Irrigation"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(RIGHT(BR_Vegetation,5)=\"trees\",BR_Irrigation<>\"Permanent\"),\"Permanent irrigation is required when trees are planted\",\nIF(BR_Irrigation=\"Other\",\"Please describe below\",\nIF(BR_Irrigation=\"None\",\"Temporary irrigation is still required for vegetation establishment\",\"\")))","v":""}]
[null,null,null,"A) How will irrigation be provided for vegetation establishment?"]
[]
[null,null,null,{"$f":"IF(BR_Irrigation=\"Permanent\",\"Install spray irrigation at or above the WQCV elevation.  Do NOT place sprinkler heads on the flat media surface.\",\nIF(BR_Irrigation=\"Temporary\",\"Place temporary irrigation on top of the bioretention media surface.  Remove irrigation pipes once vegetation is established to avoid it being buried over time.\",\"\"))","v":""}]
[]
[]
[]
[]
[null,null,"9.  Outlet"]
[]
[null,null,null,"A) Underdrain Orifice Diameter for 12-hour drain time "]
[]
[null,null,null,"    i) Underdrain Orifice Invert Depth",null,null,null,null,null,null,"y =",null,"in"]
[null,null,null,"       (distance from filter media surface to orifice invert)"]
[]
[null,null,null,"    ii) Calculated Underdrain Orifice Diameter"]
[null,null,null,"        Simplified Equation (when not using MHFD-Detention)",null,null,null,null,null,null,"Dia. Simplified =",{"$f":"IF(OR(BR_Underdrain=\"\",BR_Underdrain=\"NO\",BR_Y_orifice=\"\",BR_Y_orifice=0,BR_WQCV_design=\"\"),\"\",((BR_WQCV_design/(1414*((BR_Y_orifice/12)^0.41)))^0.5))","v":""},"in"]
[null,null,null,"        MHFD-Detention Calculation (if used)",null,null,null,null,null,null,"Dia. MHFD-Detention =",null,"in"]
[]
[null,null,null,"    iii) Underdrain Orifice Diameter specified on construction plans",null,null,null,null,null,null,"Orifice Dia. Design =",null,"in"]
[]
[null,null,null,"B) Describe Underdrain Orifice Outlet Configuration."]
[null,null,null,{"$f":"IF(AND(BR_InfilSystem=\"Partial Infiltration\",BR_Underdrain=\"YES\"),\"Consider adding Internal Water Storage (IWS) zone as described in the upfront section of Chapter 4. This can reduce nutrient loading from outflows.\",\"\")","v":""}]
[]
[]
[]
[null,null,null,"C) Describe Outlet Structure(s) for events larger than WQCV."]
[null,null,null,"    (full-spectrum detention, overflow spillway, etc.)"]
[]
[]
[]
[null,null,"10.  Maintenance"]
[]
[null,null,"A) Has a maintenance plan that includes the following been developed?",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BR_MaintenancePlan=\"NO\",\"Need to ensure long-term maintenance\",\"\")","v":""}]
[null,null,null,"  - access for restorative and routine maintenance"]
[null,null,null,"  - access to forebay/concrete sediment pads"]
[null,null,null,"  - types of equipment required"]
[null,null,null,"  - plant debris removal"]
[null,null,null,"  - do not use for snow storage"]
[]
[null,null,null,"Notes:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,"BR_YesNo_List",null,"BR_Infiltrometer_List",null,null,null,"BR_InfiltrationSystem_List",null,null,"BR_SheetConc_List",null,null,null,"BR_SheetInflow_List",null,null,"BR_SpreaderBlind_List",null,null,"BR_SpreaderDissipation_List",null,null,"BR_ConcentratedInflow_List",null,null,"BR_Downspout_CurbDissipation_List",null,null,null,"BR_SwaleDissipation_List",null,null,"BR_Forebay_List",null,null,null,"BR_SlottedPipe_List",null,null,"BR_Vegetation_List",null,null,null,"BR_YesNoNA_List",null,"BR_Irrigation_List"]
[null,null,null,"HIDE THESE ROWS",null,null,"YES",null,"Modified Philip Dunne (ASTM D8152)",null,null,null,"Full Infiltration",null,null,"Sheet",null,null,null,"Curbless",null,null,"Curb",null,null,"Space",null,null,"Downspout",null,null,"Concrete",null,null,null,"Vegetation",null,null,"None",null,null,null,"4-inch (ID), Sch 40 PVC",null,null,"Sod-forming native grasses from seed",null,null,null,"YES",null,"Permanent"]
[null,null,null,null,null,null,"NO",null,"Double-Ring (ASTM D3385)",null,null,null,"Partial Infiltration",null,null,"Conc",null,null,null,"Slotted",null,null,"Vegetated",null,null,"Angle ",null,null,"Curb",null,null,"Rock",null,null,null,"Riprap",null,null,"Pad",null,null,null,"4-inch (ID), SDR 17",null,null,"Sand-grown sod",null,null,null,"NO",null,"Temporary"]
[null,null,null,null,null,null,null,null,null,null,null,null,"No Infiltration",null,null,null,null,null,null,"Spreader",null,null,"Concrete",null,null,"Boulder",null,null,"Swale",null,null,"Other",null,null,null,"Impact",null,null,"Forebay",null,null,null,"6-inch (ID), Sch 40 PVC",null,null,"Container-grown plants",null,null,null,"N/A",null,"Other"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Other",null,null,"Rock-Lined",null,null,"Concrete",null,null,"Pipe",null,null,"None",null,null,null,"Other",null,null,null,null,null,null,"6-inch (ID), SDR 26",null,null,"Container-grown plants and small trees",null,null,null,null,null,"None"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Other",null,null,"Wall",null,null,"Other",null,null,null,null,null,null,"None",null,null,null,null,null,null,"Other, Explain below",null,null,"Other/Combination, Explain below"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"None",null,null,"Other"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"None"]

{"sheet":"SF","index":7,"n_rows":314,"n_cols":41,"rows_kept":314,"cut":false,"hidden":true,"merged":[[37,11,37,13],[1,1,1,17],[2,6,2,13],[3,4,3,14],[4,4,4,14],[5,4,5,14],[6,4,6,14],[7,4,7,14],[8,4,8,14],[31,10,31,16],[32,10,32,16],[33,10,33,16],[85,9,85,16],[39,10,39,16],[40,10,40,16],[41,10,41,16],[46,13,49,16],[49,10,49,12],[51,11,51,12],[53,10,53,16],[54,10,54,16],[55,10,55,16],[56,10,56,16],[84,9,84,16],[60,13,61,16],[117,9,117,16],[86,9,86,16],[87,9,87,16],[88,9,88,16],[98,9,98,16],[99,9,99,16],[100,9,100,16],[101,9,101,16],[102,9,102,16],[114,9,114,16],[115,9,115,16],[116,9,116,16],[172,10,172,16],[118,9,118,16],[142,13,143,16],[155,10,155,16],[156,10,156,16],[157,10,157,16],[158,10,158,16],[167,10,167,16],[168,10,168,16],[169,10,169,16],[170,10,170,16],[171,10,171,16],[175,10,175,12],[177,10,177,16],[178,10,178,16],[179,10,179,16],[190,10,190,16],[184,10,184,16],[185,10,185,16],[186,10,186,16],[191,10,191,16],[200,10,200,16],[201,10,201,16],[202,10,202,16],[192,10,192,16],[193,10,193,16],[198,10,198,16],[199,10,199,16],[197,3,198,8],[200,3,202,8],[212,10,212,16],[213,10,213,16],[214,10,214,16],[215,10,215,16],[265,2,265,16],[242,10,242,16],[243,3,245,8],[243,10,243,16],[244,10,244,16],[245,10,245,16],[247,10,247,16],[223,10,223,16],[222,10,222,16],[224,10,224,16],[225,10,225,16],[266,2,266,16],[248,10,248,16],[249,10,249,16],[251,11,251,17],[262,4,262,16],[263,2,263,16],[264,2,264,16],[256,10,256,16],[257,10,257,16],[258,10,258,16],[259,10,259,16],[260,10,260,16]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected",null,null,null,null,"Runoff Reduction (ft3)",{"$f":"SF_RunoffReduction","v":""}]
[null,"Sand Filter (SF)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WQCV Treated (ft3)",{"$f":"SF_WQCV_design","v":0}]
[null,null,null,null,null,null,{"$f":"Version_Release","v":"SCM Design, Version 4.02 (June 2025)"}]
[null,null,"Designer:",null,{"$f":"IF(WQ_Designer=\"\",\"\",WQ_Designer)","v":""}]
[null,null,"Company:",null,{"$f":"IF(WQ_Company=\"\",\"\",WQ_Company)","v":""}]
[null,null,"Date:",null,{"$f":"NOW()","v":"2025-06-24T15:49:48.550"}]
[null,null,"Project:",null,{"$f":"IF(WQ_Project=\"\",\"\",WQ_Project)","v":""}]
[null,null,"Location:",null,{"$f":"IF(WQ_Location=\"\",\"\",WQ_Location)","v":""}]
[null,null,"Outfall ID:"]
[]
[]
[null,null,"1. Subsurface Exploration and Infiltration System Selection"]
[]
[null,null,null,"A) Identify Site Constraints"]
[null,null,null,"    i) Is subgrade depth to bedrock < 3 feet?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_Site_bedrock=\"YES\",\"Infiltration capacity limited\",\"\")","v":""}]
[null,null,null,"    ii) Is subgrade depth to seasonal high groundwater table < 3 feet?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_Site_groundwater=\"YES\",\"Infiltration limited and may float liner\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(COUNTA(L15:L16)<2,\"\",\nIF(OR(SF_Site_bedrock=\"YES\",SF_Site_groundwater=\"YES\"),\"LOW\",\"NONE\"))","v":""}]
[null,null,null,"B) Identify Site Risks"]
[null,null,null,"    i) Are expansive/collapsible soils present?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_Site_soils=\"YES\",\"Protect structures/roads\",\"\")","v":""}]
[null,null,null,"    ii) Are highly concentrated pollutant sources present (hotspot)?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_Site_hotspot=\"YES\",\"Protect from contamination\",\"\")","v":""}]
[null,null,null,"    iii) Is site located above contaminated soils or groundwater?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_Site_contamination=\"YES\",\"Protect from further contamination\",\"\")","v":""}]
[null,null,null,"    iv) Is SCM located at top of steep slope? (> 3H:1V)",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_Site_slope=\"YES\",\"Potentially unstable slope when saturated\",\"\")","v":""}]
[null,null,null,"    v) Is SCM located adjacent to building, hardscape, or pavement?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_Site_buildings=\"YES\",\"Provide protective measures\",\"\")","v":""}]
[null,null,null,"    vi) Is SCM located above building foundation wall backfill?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_Site_foundation=\"YES\",\"Extend liner 10 feet beyond wall\",\"\")","v":""}]
[null,null,null,"    vii) Are there other concerns that indicate high risk for infiltration?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_Site_HighRisk=\"YES\",\"Find alternative SCM location\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(COUNTA(L19:L25)<7,\"\",\nIF(SF_Site_HighRisk=\"YES\",\"HIGH\",\nIF(OR(SF_Site_soils=\"YES\",SF_Site_hotspot=\"YES\",SF_Site_contamination=\"YES\",SF_Site_slope=\"YES\",SF_Site_buildings=\"YES\",SF_Site_foundation=\"YES\"),\"MODERATE\",\"NONE\")))","v":""}]
[]
[null,null,null,"C) Preliminary Infiltration/Percolation Tests of underlying soils"]
[null,null,null,"    i) Were preliminary infiltration/percolation tests conducted?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_Fprelim=\"YES\", \"Please describe below\",\"\")","v":""}]
[null,null,null,"    ii) Preliminary estimate of infiltration rate",null,null,null,null,null,null,"Fprelim =",null,"in/hr"]
[]
[]
[]
[]
[]
[null,null,null,"D) Final Design Infiltrometer Test"]
[null,null,null,"    i) Were infiltrometer tests conducted?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_Infiltrometer=\"YES\", \"Please describe below\",\"\")","v":""}]
[null,null,null,"    ii) Select type of infiltrometer test performed:"]
[null,null,null,"    iii) How many locations were tested?",null,null,null,null,null,null,"NTests =",null,null,{"$f":"IFERROR(IF(SF_Infiltrometer_num=\"\",\"\",\nIF(AND(SF_Infiltrometer_num<2,OR(SF_Filter_Amin=\"\",SF_Filter_Amin<10000)),\"Min. 2 tests for SCM area < 10,000 sq.ft.\",\nIF(AND(SF_Filter_Amin>10000,SF_Infiltrometer_num<MAX(2,ROUNDDOWN(SF_Filter_Amin/10000,0))),\"Min. \"&MAX(2,ROUNDDOWN(SF_Filter_Amin/10000,0))&\" tests for SCM area = \"&TEXT(SF_Filter_Amin,\"#,###\")&\" sq.ft.\",\"\"))),\"\")","v":""}]
[null,null,null,"    iv) Describe test locations relative to borings/pits"]
[]
[]
[]
[null,null,null,"    v) What was the maximum infiltration rate tested?",null,null,null,null,null,null,"FMax =",null,"in/hr"]
[null,null,null,"    vi) What was the minimum infiltration rate tested?",null,null,null,null,null,null,"FMin =",null,"in/hr"]
[null,null,null,"    vii) Design Infiltration Rate",null,null,null,null,null,null,"FDesign =",null,"in/hr",{"$f":"IF(OR(SF_Fmax_rate=\"\",SF_Fmin_rate=\"\",SF_Fdesign_rate=\"\"),\"\",\nIF(SF_Fdesign_rate>SF_Fmax_rate,\"Design Rate > Max. Rate, Explain below\",\nIF(SF_Fdesign_rate<SF_Fmin_rate,\"Design Rate < Min. Rate, Explain below\",\"\")))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(SF_Fprelim=\"NO\",SF_Infiltrometer=\"NO\"),\"NONE\",\nIF(SF_Infiltrometer=\"\",\"\",\nIF(SF_Infiltrometer=\"YES\",IF(SF_Fdesign_rate=\"\",\"\",IF(SF_Fdesign_rate>=1,\"ADEQUATE\",\"POOR\")),\nIF(OR(SF_Fprelim=\"\",SF_Fprelim=\"NO\",SF_Fprelim_rate=\"\"),\"\",\nIF(SF_Fprelim_rate>=1,\"ADEQUATE\",\"POOR\")))))","v":""},null,{"$f":"IF(SF_InfilSystem_recommended=\"\",\"\",\nIF(SF_InfilSystem_recommended=\"No Recommendation\",\"Please provide estimated infiltration rates to get a recommended infiltration system.\",\nIF(SF_InfilSystem_recommended=\"Full Infiltration\",\"Suitable Soils and Low Risk, must verify adequate subgrade infiltration rates.\",\nIF(AND(SF_Infil_Rate=\"ADEQUATE\",SF_InfilSystem_recommended=\"Partial Infiltration (Underdrain)\"),\"Suitable Soils and Low Risk, but presence of high bedrock/groundwater results in underdrain recommendation.\",\nIF(AND(SF_Infil_Rate=\"POOR\",SF_InfilSystem_recommended=\"Partial Infiltration (Underdrain)\"),\"Low Risk, but soils not suitable for full infiltration.\",\nIF(AND(SF_Site_groundwater=\"NO\",SF_Site_Risk=\"MODERATE\"),\"Moderate Risk, requires careful QA/QC to ensure liner integrity.  Consider an alternative SCM location.\",\nIF(AND(SF_Site_groundwater=\"YES\",SF_Site_Risk=\"MODERATE\"),\"High Risk due to combination of high groundwater and moderate risks requiring liner. Find alternative SCM location.\",\nIF(OR(SF_Site_Risk=\"HIGH\",AND(SF_Site_groundwater=\"YES\",SF_Site_Risk=\"MODERATE\")),\"High Risk, find alternative SCM location.\",\"\"))))))))","v":""}]
[]
[]
[null,null,null,"E) Recommended Infiltration System",null,null,null,null,null,null,{"$f":"IF(OR(SF_Site_constraint=\"\",SF_Site_Risk=\"\",SF_Infil_Rate=\"\"),\"\",\nIF(SF_Infil_Rate=\"NONE\",\"No Recommendation\",\nIF(AND(SF_Infil_Rate=\"ADEQUATE\",SF_Site_constraint=\"NONE\",SF_Site_Risk=\"NONE\"),\"Full Infiltration\",\nIF(AND(OR(SF_Site_constraint=\"LOW\",SF_Site_constraint=\"NONE\"),SF_Site_Risk=\"NONE\"),\"Partial Infiltration (Underdrain)\",\nIF(AND(SF_Site_groundwater=\"NO\",SF_Site_Risk=\"MODERATE\"),\"No Infiltration (Liner & Underdrain)\",\nIF(OR(SF_Site_Risk=\"HIGH\",AND(SF_Site_groundwater=\"YES\",SF_Site_Risk=\"MODERATE\")),\"Avoid Infiltration SCM\",\"\"))))))","v":""}]
[]
[null,null,null,"F) Select Infiltration System to use for Design",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_InfilSystem=\"\",\"\",\nIF(SF_InfilSystem_recommended=\"No Recommendation\",\"\",\nIF(SF_InfilSystem_recommended=\"\",\"Please complete sections above!\",\nIF(SF_InfilSystem_recommended=\"Avoid Infiltration SCM\",\"Sand Filter not recommended here\",\nIF(SF_InfilSystem_recommended=\"No Infiltration (Liner & Underdrain)\",\"\",\nIF(SF_InfilSystem_recommended=\"Partial Infiltration (Underdrain)\",\"\",\nIF(SF_InfilSystem_recommended=\"Full Infiltration\",IF(AND(SF_InfilSystem=\"Full Infiltration\",SF_Infiltrometer=\"NO\"),\"Final Design should include infiltrometer tests\",\"\"))))))))","v":""}]
[]
[]
[]
[]
[]
[]
[]
[null,null,"2. Inlets, Energy Dissipation, Forebays and Pretreatment"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_RPA=\"\",\"\",IF(SF_RPA=\"YES\",\"Define inflow points for all areas tributary to the SCM on the paired RPA worksheet.\",\"Define inflow points for all areas tributary to the SCM below.\"))","v":""}]
[null,null,null,"A) Is RPA (GB/GS) used for Runoff Reduction upstream of SCM?"]
[null,null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_RPA=\"YES\",\"Paired Inflows Worksheet Name:\",\"\")","v":""}]
[null,null,null,"B) Inflow Points contributing to SCM (max 8)"]
[null,null,null,null,null,null,null,null,"Inflow Design Point ID"]
[null,null,null,null,null,null,null,null,"Tributary Area to Inflow Point (ft2)"]
[null,null,null,null,null,null,null,null,"Imperviousness above Inflow Point (%)"]
[null,null,null,null,null,null,null,null,"Default WQCV for Inflow Point (ft3)",{"$f":"IF(OR(J65=\"\",J66=\"\",J67=\"\"),\"\",\n(0.8*(0.91*(J67^3)-1.19*(J67^2)+0.78*(J67))/12)*J66)","v":""},{"$f":"IF(OR(K65=\"\",K66=\"\",K67=\"\"),\"\",\n(0.8*(0.91*(K67^3)-1.19*(K67^2)+0.78*(K67))/12)*K66)","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Optional Override WQCV for Inflow Point (ft3)"]
[null,null,null,null,null,null,null,null,"WQCV Reduction above Inflow Point (ft3)"]
[null,null,null,null,null,null,null,null,"Remaining WQCV at Inflow Point (ft3)",{"$f":"IF(J68=\"\",\"\",\nIF(J69<>\"\",IF(J69-J70<0,0,J69-J70),\nIF(J68-J70<0,0,J68-J70)))","v":""},{"$f":"IF(K68=\"\",\"\",\nIF(K69<>\"\",IF(K69-K70<0,0,K69-K70),\nIF(K68-K70<0,0,K68-K70)))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Will pretreatment be provided with a Sedimentation MTD (HDS)"]
[null,null,null,null,null,null,null,null,"Paired Pretreatment HDS Worksheet Name"]
[null,null,null,null,null,null,null,null,"Sheet or Concentrated Flow"]
[]
[null,null,null,"C) Sheet Flow"]
[null,null,null,null,null,null,null,null,"Select sheet flow inflow feature"]
[null,null,null,null,null,null,null,null,"Is Concrete Edger used?"]
[null,null,null,null,null,null,null,null,"Spacing between slots, recommend ≤ 2 ft on center (ft)"]
[null,null,null,null,null,null,null,null,"Slot Opening Length, recommend 1.5 (in)"]
[null,null,null,null,null,null,null,null,"Select type of blind swale used to distribute flow"]
[null,null,null,null,null,null,null,null,"Select energy dissipation method for level spreader"]
[null,null,null,null,null,null,null,null,"Height of drop, recommend 2 to 3 (in)"]
[null,null,null,null,null,null,null,null,"Is concrete mowing strip provided to facilitate maintenance?"]
[]
[]
[]
[]
[]
[]
[null,null,null,"D) Concentrated Flow"]
[null,null,null,null,null,null,null,null,"Select concentrated flow inflow feature"]
[null,null,null,null,null,null,null,null,"Is downspout extension needed to bridge backfill zone?"]
[null,null,null,null,null,null,null,null,"Depth of gutter flow line depression for curb opening, recommend 3 (in)"]
[null,null,null,null,null,null,null,null,"Curb opening inlet width (ft)",{"$f":"IF(J92=\"\",\"\",IF(J92=\"--\",\"--\",IF(J92<>\"Curb\",\"--\",IF(J94=\"\",\"\",\nIF(J66<4356,2,IF(J66<=10890,3,IF(J66<=21780,4,\"Multiple\")))))))","v":""},"","","","","","",""]
[null,null,null,null,null,null,null,null,"Height of drop to sediment pad/forebay, recommend ≥ 1 (in)"]
[null,null,null,null,null,null,null,null,"Select energy dissipation method for downspouts and/or curb openings."]
[null,null,null,null,null,null,null,null,"Select energy dissipation method for swales, channels, and piped outfalls"]
[]
[]
[]
[]
[]
[]
[null,null,null,"    v) Forebay"]
[null,null,null,null,null,null,null,null,"Impervious area tributary to concentrated inflow location (ft2)",{"$f":"IF(OR(J66=\"\",J67=\"\",J92=\"\"),\"\",\nIF(OR(J92=\"--\",J92=\"Downspout\"),\"--\",J66*J67))","v":""},"","","","","","",""]
[null,null,null,null,null,null,null,null,"Forebay Type (Concrete Sediment Pad sufficient for Imp Area ≤ 2 acre)"]
[null,null,null,null,null,null,null,null,"Minimum Forebay Volume (ft3)",{"$f":"IF(OR(J71=\"\",J106=\"\",J107=\"\"),\"\",\nIF(OR(J106=\"--\",J107=\"None\",J107=\"Pad\"),\"--\",0.01*J71))","v":""},{"$f":"IF(OR(K71=\"\",K106=\"\",K107=\"\"),\"\",\nIF(OR(K106=\"--\",K107=\"None\",K107=\"Pad\"),\"--\",0.01*K71))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Design Forebay Volume (ft3)"]
[null,null,null,null,null,null,null,null,"Maximum Forebay Depth (in)",{"$f":"IF(OR(J106=\"\",J107=\"\"),\"\",\nIF(OR(J106=\"--\",J107=\"None\",J107=\"Pad\"),\"--\",\nIF(J106/43560<=2,\"--\",\nIF(J106/43560<=5,15,\nIF(J106/43560<=10,18,\nIF(J106/43560<=20,24,30))))))","v":""},{"$f":"IF(OR(K106=\"\",K107=\"\"),\"\",\nIF(OR(K106=\"--\",K107=\"None\",K107=\"Pad\"),\"--\",\nIF(K106/43560<=2,\"--\",\nIF(K106/43560<=5,15,\nIF(K106/43560<=10,18,\nIF(K106/43560<=20,24,30))))))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Design Forebay Depth (in)"]
[null,null,null,null,null,null,null,null,"Rectangular Weir Notch Width to Empty Forebay in 5-minutes (in)",{"$f":"IF(OR(J106=\"\",J108=\"\",J111=\"\"),\"\",\nIF(OR(J106=\"--\",J108=\"--\",J111=\"--\"),\"--\",\n9.23*(J108/(J111/12)/(5*60))*(1/(SQRT(J111/12)))))","v":""},{"$f":"IF(OR(K106=\"\",K108=\"\",K111=\"\"),\"\",\nIF(OR(K106=\"--\",K108=\"--\",K111=\"--\"),\"--\",\n9.23*(K108/(K111/12)/(5*60))*(1/(SQRT(K111/12)))))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Design Notch Width (in)"]
[null,null,null,null,null,null,null,null,"Forebay Drain Time (minutes)",{"$f":"IF(OR(J106=\"\",J108=\"\",J111=\"\",J113=\"\"),\"\",\nIF(OR(J106=\"--\",J113=\"--\"),\"--\",\n9.23*(J108/(J111/12)/(J113*60))*(1/(SQRT(J111/12)))))","v":""},{"$f":"IF(OR(K106=\"\",K108=\"\",K111=\"\",K113=\"\"),\"\",\nIF(OR(K106=\"--\",K113=\"--\"),\"--\",\n9.23*(K108/(K111/12)/(K113*60))*(1/(SQRT(K111/12)))))","v":""},"","","","","",""]
[]
[]
[]
[]
[]
[]
[]
[null,null,"3.  Design Storage Volume",null,null,null,null,null,null,null,"Inflow Points above should be fully defined before proceeding below"]
[]
[null,null,null,"A) Contributing Watershed Area (including sand filter area)",null,null,null,null,null,null,"Area =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,2,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft2",null,null,"Total Tributary Inflow Area (ft2)",{"$f":"IF(SUM(SF_InflowArea)=0,\"\",SUM(SF_InflowArea))","v":""}]
[null,null,null,null,null,null,null,null,null,null,"Area =",{"$f":"IF(SF_Trib_Area=\"\",\"\",SF_Trib_Area/43560)","v":""},"ac",null,null,"SF Footprint Area (ft2)",{"$f":"IF(OR(SF_Trib_Area=\"\",Q124=\"\"),\"\",SF_Trib_Area-Q124)","v":""}]
[]
[null,null,null,"B) Imperviousness of Tributary Area",null,null,null,null,null,null,"i =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,4,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"%"]
[]
[null,null,null,"C) Default WQCV (or optional Override WQCV)",null,null,null,null,null,null,"VWQCV Default =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,15,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft3"]
[null,null,null,null,null,null,null,null,null,null,"VWQCV Override =",{"$f":"IFERROR(IF(INDEX('Site Layout'!E14:DA29,16,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0))=\"\",\"\",INDEX('Site Layout'!E14:DA29,16,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0))),\"\")","v":""},"ft3"]
[]
[null,null,null,"D) WQCV Reduction resulting from Upstream RPA (GB/GS)",null,null,null,null,null,null,"WQCV Reduction =",{"$f":"IF(SF_WQCV_Default=\"\",\"\",SUM(J70:Q70))","v":""},"ft3"]
[]
[null,null,null,"E) Remaining WQCV",null,null,null,null,null,null,"VWQCV Remaining =",{"$f":"IF(SF_WQCV_Default=\"\",\"\",\nIF(SF_WQCV_Override<>\"\",IF(SF_WQCV_Override-SF_RunoffReduction<0,0,SF_WQCV_Override-SF_RunoffReduction),\nIF(SF_WQCV_Default-SF_RunoffReduction<0,0,SF_WQCV_Default-SF_RunoffReduction)))","v":""},"ft3"]
[]
[]
[null,null,"4.  Sand Filter Geometry"]
[]
[null,null,null,"A) Mimimum Filter Surface Area",null,null,null,null,null,null,"AF Min =",{"$f":"IF(OR(SF_Trib_Area=\"\",SF_Imp=\"\"),\"\",ROUND(0.0125*SF_Trib_Area*SF_Imp,0))","v":""},"ft2"]
[]
[null,null,null,"B) Design Filter Surface Area",null,null,null,null,null,null,"AF Design =",null,"ft2",{"$f":"IF(OR(SF_Filter_Amin=\"\",SF_Filter_Adesign=\"\"),\"\",IF(ROUND(SF_Filter_Adesign,0)<ROUND(SF_Filter_Amin,0),\"Design Surface Area < Min. Surface Area\",\"\"))","v":""}]
[]
[null,null,null,"C) WQCV Ponding Depth (recommend max. 18-inch)",null,null,null,null,null,null,"DWQCV =",null,"in",{"$f":"IF(SF_Dwqcv>18,\"Increased ponding depth will increase hydraulic loading and clogging\",\"\")","v":""}]
[]
[null,null,null,"D) Filter Surface Slope (typically flat or mild slope < 0.01 ft/ft)",null,null,null,null,null,null,"SSurface =",null,"ft / ft",{"$f":"IF(SF_Ssurface>0.01,\"Surface slope is steep\",\"\")","v":""}]
[]
[null,null,null,"E) Max. Side Slope (Z = 4:1 or flatter, horiz. dist per unit vertical)",null,null,null,null,null,null,"Z =",null,"ft / ft",{"$f":"IF(OR(SF_Z=\"\",SF_Z=0,SF_Z>=4),\"\",\"Steeper than 4:1\")","v":""}]
[null,null,null,"     (Use \"0\" if sand filter has vertical walls)"]
[]
[null,null,null,"F) Filter Surface Length-to-Width Ratio",null,null,null,null,null,null,"RL/W ="]
[]
[null,null,null,"G) Calculated WQCV (based on AF Design, DWQCV, and Z)",null,null,null,null,null,null,"VWQCV Calculated =",{"$f":"IF(OR(SF_Filter_Adesign=\"\",SF_Dwqcv=\"\",SF_Z=\"\",SF_LWratio=\"\"),\"\",\n((((SQRT(SF_Filter_Adesign/SF_LWratio)+2*(SF_Dwqcv/12)*SF_Z)*(SF_LWratio*SQRT(SF_Filter_Adesign/SF_LWratio)+2*(SF_Dwqcv/12)*SF_Z))+SF_Filter_Adesign)/2)*(SF_Dwqcv/12))","v":""},"ft3",{"$f":"IF(OR(SF_WQCV_Remaining=\"\",SF_WQCV_calc=\"\"),\"\",\nIF(SF_WQCV_calc<SF_WQCV_Remaining,\"Calculated WQCV < Required WQCV\",\"\"))","v":""}]
[]
[null,null,null,"H) Design WQCV (based on actual design geometry)",null,null,null,null,null,null,"VWQCV Design =",null,"ft3",{"$f":"IF(OR(SF_WQCV_Remaining=\"\",SF_WQCV_design=\"\"),\"\",\nIF(SF_WQCV_design<SF_WQCV_Remaining,\"Design WQCV < Required WQCV\",\nIF(OR(ROUND(SF_WQCV_design,0)<ROUND(SF_WQCV_calc,0),ROUND(SF_WQCV_design,0)>ROUND(SF_WQCV_calc,0)),\"Explain difference from Calculated WQCV\",\"\")))","v":""}]
[]
[null,null,null,"I) If basin geometry is irregular, design volume differs, or filter"]
[null,null,null,"     material pore space is being utilized, please provide description."]
[]
[]
[]
[]
[null,null,"5.  Underdrain System, Impermeable Liner, and Geotextile"]
[]
[null,null,null,"A) Are underdrains provided?"]
[]
[null,null,null,"B) Is a Drain Trench provided consistent with Figure 4-2?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_DrainTrench=\"NO\",\"Explain how and why below\",\"\")","v":""}]
[null,null,null,"    - Trench Bottom Width ≥ 12 inches, Trench Depth ≥ 15 inches"]
[null,null,null,"    - Drain gravel satisfies gradation specifications for"]
[null,null,null,"       AASHTO M 43 No. 8 coarse aggregate"]
[null,null,null,"    - Filter sand above drain gravel satisfies gradation specifications for"]
[null,null,null,"       AASHTO M 43 fine aggregate"]
[null,null,null,"    - Filter sand depth above drain trench ≥ 6 inches"]
[null,null,null,"    - Filter sand extends ≥ 12 inches beyond trench top width"]
[]
[]
[null,null,null,"C) Select Factory-Slotted Pipe Size and Material"]
[]
[]
[]
[]
[]
[]
[null,null,null,"D) Does the specified pipe material meet the specifications for",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_SlottedPipe_Spec=\"NO\",\"Explain why not below\",\"\")","v":""}]
[null,null,null,"    slot configurations shown in Table 4-6 and Figure 4-3."]
[]
[]
[]
[]
[]
[null,null,null,"E) Are cleanouts provided for inspection and maintenance?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_Cleanout=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[]
[]
[]
[]
[]
[null,null,null,"F) Is an impermeable geomembrane liner provided?",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_Liner=\"YES\",\"Describe liner below\",\"\")","v":""}]
[null,null,null,{"$f":"IF(SF_Liner=\"YES\",\"Install minimum 30 mil PVC geomembrane liner satisfying material specifications and physical requirements in Table 4-7.\",\"\")","v":""}]
[]
[]
[null,null,null,{"$f":"IF(SF_Liner=\"YES\",\"Install non-woven geotextile separator fabric (Mifafi 180N or equal) above liner that satisfies material specifications in Table 4-8.  Use same geotextile below liner if subgrade has sharp rocks or objects.\",\"\")","v":""}]
[]
[]
[]
[]
[null,null,null,"G) Are details provided regarding sealing at underdrain penetrations? ",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_Liner_penetration=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,"H) Are geomembrane connections to vertical concrete surfaces",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_Liner_concrete=\"NO\",\"Explain why not below\",\"\")","v":""}]
[null,null,null,"    consistent with Figure 4-5?"]
[]
[null,null,null,"I) Do the plans specify thermal welding and air lance testing of joints? ",null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_Liner_testing=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[]
[]
[]
[]
[]
[]
[null,null,"6.  Filter Material"]
[]
[null,null,null,"A) Depth of Filter Material (18-inch minimum)",null,null,null,null,null,null,"DFilter =",null,"in",{"$f":"IF(SF_Dfilter=\"\",\"\",IF(SF_Dfilter<18,\"Depth less than 18 inches\",\"\"))","v":""}]
[null,null,null,"     AASHTO M 43 Fine Aggregate (Filter Sand)"]
[]
[]
[]
[]
[]
[]
[null,null,"7.  Outlet"]
[]
[null,null,null,"A) Underdrain Orifice Diameter for 12-hour drain time "]
[]
[null,null,null,"    i) Underdrain Orifice Invert Depth",null,null,null,null,null,null,"y =",null,"in"]
[null,null,null,"       (distance from filter media surface to orifice invert)"]
[]
[null,null,null,"    ii) Calculated Underdrain Orifice Diameter"]
[null,null,null,"        Simplified Equation (when not using MHFD-Detention)",null,null,null,null,null,null,"Dia. Simplified =",{"$f":"IF(OR(SF_Underdrain=\"\",SF_Underdrain=\"NO\",SF_Y_orifice=\"\",SF_Y_orifice=0,SF_WQCV_design=\"\"),\"\",((SF_WQCV_design/(1414*((SF_Y_orifice/12)^0.41)))^0.5))","v":""},"in"]
[null,null,null,"        MHFD-Detention Calculation (if used)",null,null,null,null,null,null,"Dia. MHFD-Detention =",null,"in"]
[]
[null,null,null,"    iii) Underdrain Orifice Diameter specified on construction plans",null,null,null,null,null,null,"Orifice Dia. Design =",null,"in"]
[]
[]
[null,null,null,"B) Describe Underdrain Orifice Outlet Configuration."]
[null,null,null,{"$f":"IF(AND(SF_InfilSystem=\"Partial Infiltration\",SF_Underdrain=\"YES\"),\"Consider adding Internal Water Storage (IWS) zone as described in the upfront section of Chapter 4. This can reduce nutrient loading from outflows.\",\"\")","v":""}]
[]
[]
[]
[null,null,null,"C) Describe Outlet Structure(s) for events larger than WQCV."]
[null,null,null,"    (full-spectrum detention, overflow spillway, etc.)"]
[]
[]
[]
[]
[null,null,"8.  Maintenance"]
[]
[null,null,"A) Has a maintenance plan that includes the following been developed?",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(SF_MaintenancePlan=\"NO\",\"Need to ensure long-term maintenance\",\"\")","v":""}]
[null,null,null,"  - access for restorative and routine maintenance"]
[null,null,null,"  - access to forebay/concrete sediment pads"]
[null,null,null,"  - types of equipment required"]
[null,null,null,"  - removing sediment, scarifying the filter surface"]
[null,null,null,"  - side slope stabilization / vegetation"]
[]
[null,null,null,"Notes:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,"SF_YesNo_List",null,"SF_Infiltrometer_List",null,null,null,"SF_InfiltrationSystem_List",null,null,"SF_SheetConc_List",null,"SF_SheetInflow_List",null,null,null,"SF_SpreaderBlind_List",null,null,"SF_SpreaderDissipation_List",null,null,"SF_ConcentratedInflow_List",null,null,"SF_Downspout_CurbDissipation_List",null,null,null,"SF_SwaleDissipation_List",null,null,"SF_Forebay_List",null,null,null,"SF_SlottedPipe_List"]
[null,null,null,"HIDE THESE ROWS",null,"YES",null,"Modified Philip Dunne (ASTM D8152)",null,null,null,"Full Infiltration",null,null,"Sheet",null,"Curbless",null,null,null,"Curb",null,null,"Space",null,null,"Downspout",null,null,"Concrete",null,null,null,"Vegetation",null,null,"None",null,null,null,"4-inch (ID), Sch 40 PVC"]
[null,null,null,null,null,"NO",null,"Double-Ring (ASTM D3385)",null,null,null,"Partial Infiltration",null,null,"Conc",null,"Slotted",null,null,null,"Vegetated",null,null,"Angle ",null,null,"Curb",null,null,"Rock",null,null,null,"Riprap",null,null,"Pad",null,null,null,"4-inch (ID), SDR 17"]
[null,null,null,null,null,null,null,null,null,null,null,"No Infiltration",null,null,null,null,"Spreader",null,null,null,"Concrete",null,null,"Boulder",null,null,"Swale",null,null,"Other",null,null,null,"Impact",null,null,"Forebay",null,null,null,"6-inch (ID), Sch 40 PVC"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Other",null,null,null,"Rock-Lined",null,null,"Concrete",null,null,"Pipe",null,null,"None",null,null,null,"Other",null,null,null,null,null,null,"6-inch (ID), SDR 26"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Other",null,null,"Wall",null,null,"Other",null,null,null,null,null,null,"None",null,null,null,null,null,null,"Other, Explain below"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"None",null,null,"Other"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"None"]

{"sheet":"PPS","index":8,"n_rows":302,"n_cols":42,"rows_kept":302,"cut":false,"hidden":true,"merged":[[40,10,40,16],[41,10,41,16],[39,10,39,16],[37,11,37,13],[1,1,1,17],[2,6,2,13],[3,4,3,14],[4,4,4,14],[5,4,5,14],[6,4,6,14],[7,4,7,14],[8,4,8,14],[31,10,31,16],[32,10,32,16],[33,10,33,16],[46,13,49,16],[49,10,49,12],[51,11,51,12],[53,10,53,16],[54,10,54,16],[55,10,55,16],[56,10,56,16],[77,10,77,16],[78,10,78,16],[79,10,79,16],[80,10,80,16],[81,10,81,16],[75,13,76,16],[69,13,73,16],[210,3,212,8],[207,3,208,8],[166,10,166,16],[167,10,167,16],[180,10,180,16],[181,10,181,16],[96,10,96,16],[168,10,168,16],[165,10,165,16],[163,10,163,16],[164,10,164,16],[132,10,132,16],[209,10,209,16],[189,10,189,16],[200,10,200,16],[201,10,201,16],[194,10,194,16],[195,10,195,16],[196,10,196,16],[133,10,133,16],[134,10,134,16],[135,10,135,16],[97,10,97,16],[98,10,98,16],[99,10,99,16],[270,2,270,16],[144,10,144,16],[145,10,145,16],[146,10,146,16],[147,10,147,16],[155,10,155,16],[156,10,156,16],[157,10,157,16],[158,10,158,16],[252,10,252,16],[253,10,253,16],[255,11,255,17],[202,10,202,16],[203,10,203,16],[208,10,208,16],[146,3,147,7],[185,10,185,12],[187,10,187,16],[188,10,188,16],[182,10,182,16],[177,10,177,16],[178,10,178,16],[179,10,179,16],[269,2,269,16],[247,3,249,8],[247,10,247,16],[248,10,248,16],[249,10,249,16],[251,10,251,16],[267,2,267,16],[268,2,268,16],[266,4,266,16],[260,10,260,16],[261,10,261,16],[262,10,262,16],[263,10,263,16],[264,10,264,16],[246,10,246,16],[210,10,210,16],[211,10,211,16],[212,10,212,16],[222,10,222,16],[223,10,223,16],[224,10,224,16],[228,9,230,16],[225,10,225,16]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected",null,null,null,null,"Runoff Reduction (ft3)",0]
[null,"Permeable Pavement Systems (PPS)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WQCV Treated (ft3)",{"$f":"IF(OR(PPS_Vdesign=\"\",PPS_Vreservoir=\"\"),0,\nIF(PPS_WQCV_Override=\"\",\nMIN(PPS_WQCV_Default,PPS_Vdesign,PPS_Vreservoir),\nMIN(PPS_WQCV_Override,PPS_Vdesign,PPS_Vreservoir)))","v":0}]
[null,null,null,null,null,null,{"$f":"Version_Release","v":"SCM Design, Version 4.02 (June 2025)"}]
[null,null,"Designer:",null,{"$f":"IF(WQ_Designer=\"\",\"\",WQ_Designer)","v":""}]
[null,null,"Company:",null,{"$f":"IF(WQ_Company=\"\",\"\",WQ_Company)","v":""}]
[null,null,"Date:",null,{"$f":"NOW()","v":"2025-06-24T15:49:48.550"}]
[null,null,"Project:",null,{"$f":"IF(WQ_Project=\"\",\"\",WQ_Project)","v":""}]
[null,null,"Location:",null,{"$f":"IF(WQ_Location=\"\",\"\",WQ_Location)","v":""}]
[null,null,"Outfall ID:"]
[]
[]
[null,null,"1. Subsurface Exploration and Infiltration System Selection"]
[]
[null,null,null,"A) Identify Site Constraints"]
[null,null,null,"    i) Is subgrade depth to bedrock < 3 feet?",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_Site_bedrock=\"YES\",\"Infiltration capacity limited\",\"\")","v":""}]
[null,null,null,"    ii) Is subgrade depth to seasonal high groundwater table < 3 feet?",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_Site_groundwater=\"YES\",\"Infiltration limited and may float liner\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(COUNTA(L15:L16)<2,\"\",\nIF(OR(PPS_Site_bedrock=\"YES\",PPS_Site_groundwater=\"YES\"),\"LOW\",\"NONE\"))","v":""}]
[null,null,null,"B) Identify Site Risks"]
[null,null,null,"    i) Are expansive/collapsible soils present?",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_Site_soils=\"YES\",\"Protect structures/roads\",\"\")","v":""}]
[null,null,null,"    ii) Are highly concentrated pollutant sources present (hotspot)?",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_Site_hotspot=\"YES\",\"Protect from contamination\",\"\")","v":""}]
[null,null,null,"    iii) Is site located above contaminated soils or groundwater?",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_Site_contamination=\"YES\",\"Protect from further contamination\",\"\")","v":""}]
[null,null,null,"    iv) Is SCM located at top of steep slope? (> 3H:1V)",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_Site_slope=\"YES\",\"Potentially unstable slope when saturated\",\"\")","v":""}]
[null,null,null,"    v) Is SCM located adjacent to building, hardscape, or pavement?",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_Site_buildings=\"YES\",\"Provide protective measures\",\"\")","v":""}]
[null,null,null,"    vi) Is SCM located above building foundation wall backfill?",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_Site_foundation=\"YES\",\"Extend liner 10 feet beyond wall\",\"\")","v":""}]
[null,null,null,"    vii) Are there other concerns that indicate high risk for infiltration?",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_Site_HighRisk=\"YES\",\"Find alternative SCM location\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(COUNTA(L19:L25)<7,\"\",\nIF(PPS_Site_HighRisk=\"YES\",\"HIGH\",\nIF(OR(PPS_Site_soils=\"YES\",PPS_Site_hotspot=\"YES\",PPS_Site_contamination=\"YES\",PPS_Site_slope=\"YES\",PPS_Site_buildings=\"YES\",PPS_Site_foundation=\"YES\"),\"MODERATE\",\"NONE\")))","v":""}]
[]
[null,null,null,"C) Preliminary Infiltration/Percolation Tests of underlying soils"]
[null,null,null,"    i) Were preliminary infiltration/percolation tests conducted?",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_Fprelim=\"YES\", \"Please describe below\",\"\")","v":""}]
[null,null,null,"    ii) Preliminary estimate of infiltration rate",null,null,null,null,null,null,"Fprelim =",null,"in/hr"]
[]
[]
[]
[]
[]
[null,null,null,"D) Final Design Infiltrometer Test"]
[null,null,null,"    i) Were infiltrometer tests conducted?",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_Infiltrometer=\"YES\", \"Please describe below\",\"\")","v":""}]
[null,null,null,"    ii) Select type of infiltrometer test performed:"]
[null,null,null,"    iii) How many locations were tested?",null,null,null,null,null,null,"NTests =",null,null,{"$f":"IFERROR(IF(PPS_Infiltrometer_num=\"\",\"\",\nIF(AND(PPS_Infiltrometer_num<2,OR(PPS_Filter_Amin=\"\",PPS_Filter_Amin<10000)),\"Min. 2 tests for SCM area < 10,000 sq.ft.\",\nIF(AND(PPS_Filter_Amin>10000,PPS_Infiltrometer_num<MAX(2,ROUNDDOWN(PPS_Filter_Amin/10000,0))),\"Min. \"&MAX(2,ROUNDDOWN(PPS_Filter_Amin/10000,0))&\" tests for SCM area = \"&TEXT(PPS_Filter_Amin,\"#,###\")&\" sq.ft.\",\"\"))),\"\")","v":""}]
[null,null,null,"    iv) Describe test locations relative to borings/pits"]
[]
[]
[]
[null,null,null,"    v) What was the maximum infiltration rate tested?",null,null,null,null,null,null,"FMax =",null,"in/hr"]
[null,null,null,"    vi) What was the minimum infiltration rate tested?",null,null,null,null,null,null,"FMin =",null,"in/hr"]
[null,null,null,"    vii) Design Infiltration Rate",null,null,null,null,null,null,"FDesign =",null,"in/hr",{"$f":"IF(OR(PPS_Fmax_rate=\"\",PPS_Fmin_rate=\"\",PPS_Fdesign_rate=\"\"),\"\",\nIF(PPS_Fdesign_rate>PPS_Fmax_rate,\"Design Rate > Max. Rate, Explain below\",\nIF(PPS_Fdesign_rate<PPS_Fmin_rate,\"Design Rate < Min. Rate, Explain below\",\"\")))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(PPS_Fprelim=\"NO\",PPS_Infiltrometer=\"NO\"),\"NONE\",\nIF(PPS_Infiltrometer=\"\",\"\",\nIF(PPS_Infiltrometer=\"YES\",IF(PPS_Fdesign_rate=\"\",\"\",IF(PPS_Fdesign_rate>=1,\"ADEQUATE\",\"POOR\")),\nIF(OR(PPS_Fprelim=\"\",PPS_Fprelim=\"NO\",PPS_Fprelim_rate=\"\"),\"\",\nIF(PPS_Fprelim_rate>=1,\"ADEQUATE\",\"POOR\")))))","v":""},null,{"$f":"IF(PPS_InfilSystem_recommended=\"\",\"\",\nIF(PPS_InfilSystem_recommended=\"No Recommendation\",\"Please provide estimated infiltration rates to get a recommended infiltration system.\",\nIF(PPS_InfilSystem_recommended=\"Full Infiltration\",\"Suitable Soils and Low Risk, must verify adequate subgrade infiltration rates.\",\nIF(AND(PPS_Infil_Rate=\"ADEQUATE\",PPS_InfilSystem_recommended=\"Partial Infiltration (Underdrain)\"),\"Suitable Soils and Low Risk, but presence of high bedrock/groundwater results in underdrain recommendation.\",\nIF(AND(PPS_Infil_Rate=\"POOR\",PPS_InfilSystem_recommended=\"Partial Infiltration (Underdrain)\"),\"Low Risk, but soils not suitable for full infiltration.\",\nIF(AND(PPS_Site_groundwater=\"NO\",PPS_Site_Risk=\"MODERATE\"),\"Moderate Risk, requires careful QA/QC to ensure liner integrity.  Consider an alternative SCM location.\",\nIF(AND(PPS_Site_groundwater=\"YES\",PPS_Site_Risk=\"MODERATE\"),\"High Risk due to combination of high groundwater and moderate risks requiring liner. Find alternative SCM location.\",\nIF(OR(PPS_Site_Risk=\"HIGH\",AND(PPS_Site_groundwater=\"YES\",PPS_Site_Risk=\"MODERATE\")),\"High Risk, find alternative SCM location.\",\"\"))))))))","v":""}]
[]
[]
[null,null,null,"E) Recommended Infiltration System",null,null,null,null,null,null,{"$f":"IF(OR(PPS_Site_constraint=\"\",PPS_Site_Risk=\"\",PPS_Infil_Rate=\"\"),\"\",\nIF(PPS_Infil_Rate=\"NONE\",\"No Recommendation\",\nIF(AND(PPS_Infil_Rate=\"ADEQUATE\",PPS_Site_constraint=\"NONE\",PPS_Site_Risk=\"NONE\"),\"Full Infiltration\",\nIF(AND(OR(PPS_Site_constraint=\"LOW\",PPS_Site_constraint=\"NONE\"),PPS_Site_Risk=\"NONE\"),\"Partial Infiltration (Underdrain)\",\nIF(AND(PPS_Site_groundwater=\"NO\",PPS_Site_Risk=\"MODERATE\"),\"No Infiltration (Liner & Underdrain)\",\nIF(OR(PPS_Site_Risk=\"HIGH\",AND(PPS_Site_groundwater=\"YES\",PPS_Site_Risk=\"MODERATE\")),\"Avoid Infiltration SCM\",\"\"))))))","v":""}]
[]
[null,null,null,"F) Select Infiltration System to use for Design",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_InfilSystem=\"\",\"\",\nIF(PPS_InfilSystem_recommended=\"No Recommendation\",\"\",\nIF(PPS_InfilSystem_recommended=\"\",\"Please complete sections above!\",\nIF(PPS_InfilSystem_recommended=\"Avoid Infiltration SCM\",\"PPS not recommended here\",\nIF(PPS_InfilSystem_recommended=\"No Infiltration (Liner & Underdrain)\",\"\",\nIF(PPS_InfilSystem_recommended=\"Partial Infiltration (Underdrain)\",\"\",\nIF(PPS_InfilSystem_recommended=\"Full Infiltration\",IF(AND(PPS_InfilSystem=\"Full Infiltration\",PPS_Infiltrometer=\"NO\"),\"Final Design should include infiltrometer tests\",\"\"))))))))","v":""}]
[]
[]
[]
[]
[]
[]
[]
[null,null,"2. Inflows and Run-on Ratio"]
[]
[null,null,null,"A) Inflow Points contributing to SCM (max 8)"]
[null,null,null,null,null,null,null,null,"Inflow Design Point ID"]
[null,null,null,null,null,null,null,null,"Tributary Area to Inflow Point (ft2)"]
[null,null,null,null,null,null,null,null,"Imperviousness above Inflow Point (%)"]
[null,null,null,null,null,null,null,null,"Default WQCV for Inflow Point (ft3)",{"$f":"IF(OR(J63=\"\",J64=\"\",J65=\"\"),\"\",\n(0.8*(0.91*(J65^3)-1.19*(J65^2)+0.78*(J65))/12)*J64)","v":""},{"$f":"IF(OR(K63=\"\",K64=\"\",K65=\"\"),\"\",\n(0.8*(0.91*(K65^3)-1.19*(K65^2)+0.78*(K65))/12)*K64)","v":""},"","","","","",""]
[]
[null,null,null,"B) Type of Permeable Pavement (PICP, CGP, PGP, RGP, Other)",null,null,null,null,null,null,"Pavement Surface =",null,null,{"$f":"IF(PPS_PavementSurface=\"\",\"\",\nIF(PPS_PavementSurface=\"PICP\", \"Permeable Interlocking Concrete Pavement\",\nIF(PPS_PavementSurface=\"CGP\",\"Concrete Grid Pavement\",\nIF(PPS_PavementSurface=\"PGP\", \"Porous Gravel Pavement\",\nIF(PPS_PavementSurface=\"RGP\", \"Reinforced Grass Pavement\",\"Please describe below\")))))","v":""}]
[]
[null,null,null,"C) Impervious Area upstream of Permeable Pavement System",null,null,null,null,null,null,"Area Impervious =",{"$f":"IF(COUNTA(PPS_InflowArea)=0,\"\",SUMPRODUCT(PPS_InflowArea,PPS_InflowImp))","v":""},"ft2",{"$f":"IF(OR(PPS_PavementSurface=\"\",PPS_Area_Ratio=\"\"),\"\",\nIF(PPS_PavementSurface=\"PICP\",\nIF(PPS_Area_Ratio>5,\"Exceeds maximimum ratio of 5:1.  Consider an alternative layout. (Recommend ratio < 3:1)\",\nIF(PPS_Area_Ratio>3,\"Recommend Ratio < 3:1\",\"\")),\nIF(AND(PPS_Area_Ratio>2,OR(PPS_PavementSurface=\"CGP\",PPS_PavementSurface=\"PGP\",PPS_PavementSurface=\"RGP\")),\n\"The maximum recommend ratio is 2:1.  If the PPS will serve vehicular traffic, use lower ratios (e.g., 1:1) to account for the higher loading of particulate material.\",\"\")))","v":""}]
[]
[null,null,null,"D) Area of Permeable Pavement System",null,null,null,null,null,null,"Area PPS =",null,"ft2"]
[]
[null,null,null,"E) Ratio of Impervious Area to Permeable Pavement Area",null,null,null,null,null,null,"Ratio IA/PPS = ",{"$f":"IF(OR(PPS_Area_Imp=\"\",PPS_Area_PPS=\"\"),\"\",PPS_Area_Imp/PPS_Area_PPS)","v":""}]
[]
[null,null,null,"F) Is run-on uniformly distributed over the entirety of the PPS?",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_Runon_Distributed=\"NO\",\"Consider how to better distribute inflow including an alternative layout.\",\"\")","v":""}]
[]
[null,null,null,"G) Describe the inflow method to the PPS."]
[]
[]
[]
[]
[]
[]
[null,null,"3.  Design Storage Volume",null,null,null,null,null,null,null,"Inflow Points above should be fully defined before proceeding below"]
[]
[null,null,null,"A) Contributing Watershed Area (including PPS area)",null,null,null,null,null,null,"Area Total =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA28,2,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft2",null,null,"Total Tributary Inflow Area (ft2)",{"$f":"IF(SUM(PPS_InflowArea)=0,\"\",SUM(PPS_InflowArea))","v":""}]
[null,null,null,null,null,null,null,null,null,null,"Area Total =",{"$f":"IF(PPS_Trib_Area=\"\",\"\",PPS_Trib_Area/43560)","v":""},"ac",null,null,"PPS Footprint Area (ft2)",{"$f":"IF(OR(PPS_Trib_Area=\"\",Q87=\"\"),\"\",PPS_Trib_Area-Q87)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(PPS_Area_PPS<>\"\",Q88<>\"\",PPS_Area_PPS<>Q88),\"PPS Area in 2.D not consistent\",\"\")","v":""}]
[null,null,null,"B) Imperviousness of Tributary Area",null,null,null,null,null,null,"i =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA28,4,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"%"]
[]
[null,null,null,"C) Default WQCV (or optional Override WQCV)",null,null,null,null,null,null,"VWQCV Default =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,15,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft3"]
[null,null,null,null,null,null,null,null,null,null,"VWQCV Override =",{"$f":"IFERROR(IF(INDEX('Site Layout'!E14:DA29,16,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0))=\"\",\"\",INDEX('Site Layout'!E14:DA29,16,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0))),\"\")","v":""},"ft3"]
[]
[null,null,null,"D) Design Volume Required",null,null,null,null,null,null,"V Design =",null,"ft3"]
[null,null,null,"    (Designing for WQCV, EURV, or 100-year)"]
[]
[null,null,null,"E) Describe additional storage volume provided (e.g. EURV/100yr)"]
[]
[]
[]
[]
[null,null,"4.  Depth and Volume of the Aggregate Reservoir"]
[]
[null,null,null,"A) Permeable Pavement Surface (Wearing Course)"]
[null,null,null,"    i) Type of Pavement (entered in 2.B above)",null,null,null,null,null,null,"Pavement Surface =",{"$f":"IF(PPS_PavementSurface=\"\",\"\",PPS_PavementSurface)","v":""},null,{"$f":"IF(PPS_PavementSurface=\"\",\"\",\nIF(PPS_PavementSurface=\"PICP\", \"Permeable Interlocking Concrete Pavement\",\nIF(PPS_PavementSurface=\"CGP\",\"Concrete Grid Pavement\",\nIF(PPS_PavementSurface=\"PGP\", \"Porous Gravel Pavement\",\nIF(PPS_PavementSurface=\"RGP\", \"Reinforced Grass Pavement\",\"Please describe below\")))))","v":""}]
[null,null,null,{"$f":"IF(OR(PPS_PavementSurface=\"\",PPS_PavementSurface=\"Other\"),\"    ii) Pavement Surface Thickness\",\nIF(OR(PPS_PavementSurface=\"PICP\",PPS_PavementSurface=\"CGP\"), \"    ii) Concrete Paver Thickness (recommend 3-1/8 inch minimum)\",\nIF(PPS_PavementSurface=\"PGP\", \"    ii) Containment Grid Thickness (typically 2 inches deep)\",\n\"    ii) Plastic/Concrete Cellular Paver Thickness\")))","v":"    ii) Pavement Surface Thickness"},null,null,null,null,null,null,"Surface Thickness =",null,"in",{"$f":"IF(OR(PPS_PavementSurface=\"\",PPS_PavementThickness=\"\"),\"\",\nIF(AND(PPS_PavementSurface=\"PICP\",PPS_PavementThickness<3.125), \"Recommend 3-1/8\"\" minimum\",\nIF(AND(PPS_PavementSurface=\"CGP\",PPS_PavementThickness<3.125),\"Recommend 3-1/8\"\" minimum\",\nIF(AND(PPS_PavementSurface=\"PGP\",PPS_PavementThickness<2), \"Recommend 2\"\" minimum\",\"\"))))","v":""}]
[]
[null,null,null,"B) Leveling Course"]
[null,null,null,"    i) Type of Bedding Material",null,null,null,null,null,null,"Bedding Material =",null,null,{"$f":"IF(PPS_BeddingType=\"Aggregate\",\"AASHTO No. 8, 89, or 9 Aggregate\",\nIF(PPS_BeddingType=\"Sand\", \"Bedding Sand\",\nIF(PPS_BeddingType=\"Other\", \"Please describe below\",\"\")))","v":""}]
[null,null,null,{"$f":"IF(OR(PPS_BeddingType=\"\",PPS_BeddingType=\"Other\",PPS_BeddingType=\"None\"),\"    ii) Depth of Bedding Material\",\nIF(PPS_BeddingType=\"Aggregate\",\"    ii) Depth of Bedding Aggregate (recommend 2-inch minimum)\",\n\"    ii) Depth of Bedding Sand (recommend 0.5 to 1.0 inch depth)\"))","v":"    ii) Depth of Bedding Material"},null,null,null,null,null,null,"Bedding Thickness =",null,"in",{"$f":"IF(OR(PPS_BeddingType=\"\",PPS_BeddingThickness=\"\"),\"\",\nIF(AND(PPS_BeddingType=\"Aggregate\",PPS_BeddingThickness<2), \"Recommend 2\"\" minimum\",\nIF(AND(PPS_BeddingType=\"Sand\",PPS_BeddingThickness<0.5), \"Recommend 0.5\"\" to 1.0\"\" minimum\",\"\")))","v":""}]
[]
[null,null,null,"C) Aggregate Base Layer"]
[null,null,null,"    i) Type of Base Material",null,null,null,null,null,null,"Base Material =",null,null,{"$f":"IF(PPS_BaseType=\"Aggregate\", \"AASHTO No. 57 or 67 coarse aggregate\",\nIF(PPS_BaseType=\"Soil Mix\", \"Mixture of aggregate and sandy soil\",\nIF(PPS_BaseType=\"Other\",\"Please describe below\",\"\")))","v":""}]
[null,null,null,{"$f":"IF(OR(PPS_PavementSurface=\"\",PPS_BaseType=\"\",PPS_BaseType=\"Other\",PPS_BaseType=\"None\"),\"    ii) Depth of Base Course\",\nIF(OR(PPS_PavementSurface=\"PICP\",PPS_PavementSurface=\"CGP\"),\nIF(PPS_BaseType=\"Aggregate\",\"    ii) Depth of Base Course (recommend 4.0 inch minimum)\",\"    ii) Depth of Base Course\"),\nIF(PPS_PavementSurface=\"PGP\",\nIF(PPS_BaseType=\"Aggregate\",\"    ii) Depth of Base Course (recommend 8.0 inch minimum)\",\"    ii) Depth of Base Course\"),\nIF(PPS_PavementSurface=\"RGP\",\nIF(PPS_BaseType=\"Soil Mix\",\"    ii) Depth of Aggregate-Soil mix (recommend 12 inch minimum)\",\"    ii) Depth of Base Course\"),\n\"    ii) Depth of Base Course\"))))","v":"    ii) Depth of Base Course"},null,null,null,null,null,null,"Base Thickness =",null,"in",{"$f":"IF(OR(PPS_PavementSurface=\"\",PPS_BaseType=\"\",PPS_BaseThickness=\"\"),\"\",\nIF(OR(PPS_PavementSurface=\"PICP\",PPS_PavementSurface=\"CGP\"),\nIF(AND(PPS_BaseType=\"Aggregate\",PPS_BaseThickness<4), \"Recommend 4\"\" minimum\",\"\"),\nIF(PPS_PavementSurface=\"PGP\",\nIF(AND(PPS_BaseType=\"Aggregate\",PPS_BaseThickness<8), \"Recommend 8\"\" minimum\",\"\"),\nIF(PPS_PavementSurface=\"RGP\",\nIF(AND(PPS_BaseType=\"Soil Mix\",PPS_BaseThickness<12), \"Recommend 12\"\" minimum\",\"\"),\"\"))))","v":""}]
[]
[null,null,null,"D) Aggregate Subbase Layer"]
[null,null,null,"    i) Type of Subbase Material (stone)",null,null,null,null,null,null,"Subbase Material =",null,null,{"$f":"IF(OR(PPS_SubbaseType=\"\",PPS_SubbaseType=\"None\"),\"\",\nIF(PPS_SubbaseType=\"No. 2\", \"AASHTO No. 2 stone\",\nIF(PPS_SubbaseType=\"Other\",\"Please describe below\",\"\")))","v":""}]
[null,null,null,{"$f":"IF(OR(PPS_SubbaseType=\"\",PPS_SubbaseType=\"Other\"),\"    ii) Depth of Subbase Course (include depth for flood storage)\",\nIF(PPS_SubbaseType=\"No. 2\",\"    ii) Depth of Subbase Course (recommend 6 inch minimum)\",\"    ii) Depth of Subbase Course\"))","v":"    ii) Depth of Subbase Course (include depth for flood storage)"},null,null,null,null,null,null,"Subbase Thickness =",null,"in",{"$f":"IF(OR(PPS_SubbaseType=\"\",PPS_SubbaseThickness=\"\"),\"\",\nIF(AND(PPS_SubbaseType=\"No. 2\",PPS_SubbaseThickness<6), \"Recommend 6\"\" minimum\",\"\"))","v":""}]
[]
[null,null,null,"E) Total depth of Aggregate Reservoir (Base + Subbase Layers)",null,null,null,null,null,null,"Depth Aggregate =",{"$f":"IF(OR(PPS_BaseThickness<>\"\",PPS_SubbaseThickness<>\"\"),PPS_BaseThickness+PPS_SubbaseThickness,\"\")","v":""},"in"]
[]
[null,null,null,"F) Porosity of Aggregate Reservoir (≤ 40% for No. 57, 67 and 2)",null,null,null,null,null,null,"P =",null,"%",{"$f":"IF(L123>40,\"Porosity > 40% is high\",\"\")","v":""}]
[]
[null,null,null,"G) Slope of the Aggregate Reservoir/Subgrade Interface",null,null,null,null,null,null,"S =",null,"ft/ft"]
[null,null,null,"    (Enter '0' for flat or stepped installations)"]
[]
[null,null,null,"H) Length between Lateral Flow Barriers (see Step 5 below)",null,null,null,null,null,{"$f":"IF(OR(PPS_Depth=\"\",PPS_Slope=\"\",PPS_Slope=0),\"\",\nROUND((PPS_Depth-1)/(12*PPS_Slope),0))","v":""},"L =",null,"ft",{"$f":"IF(OR(PPS_Area_PPS=\"\",PPS_Vdesign=\"\",PPS_Porosity=\"\",PPS_Slope=\"\",PPS_Slope=0,PPS_Length=\"\"),\"\",\nIF(PPS_Length<=PPS_LengthMax,\"\",\"Length exceeds \"&J128&\" feet maximum\"))","v":""}]
[null,null,null,{"$f":"IF(OR(PPS_Slope=\"\",PPS_Slope=0),\"    (Enter zero if there are no lateral flow barriers)\",\n\"    (Maximum Cell length including 1\"\" freeboard is \"&PPS_LengthMax&\" feet)\")","v":"    (Enter zero if there are no lateral flow barriers)"}]
[]
[null,null,null,{"$f":"IF(PPS_Slope=\"\",\"I) Volume Available in Reservoir\",\nIF(PPS_Slope=0,\"I) Volume Available in Reservoir (Flat or Stepped Installation)\",\n\"I) Volume Available in Reservoir (Sloped Installation)\"))","v":"I) Volume Available in Reservoir"},null,null,null,null,null,null,"V Reservoir =",{"$f":"IF(OR(PPS_Area_PPS=\"\",PPS_Depth=\"\",PPS_Porosity=\"\",PPS_Slope=\"\",PPS_Length=\"\"),\"\",\nIF(PPS_Slope=0,IF(PPS_Porosity*((PPS_Depth-1)/12)*PPS_Area_PPS<0,0,PPS_Porosity*((PPS_Depth-1)/12)*PPS_Area_PPS),\nIF(PPS_Length>PPS_LengthMax,\"\",IF(PPS_Porosity*((PPS_Depth-6*PPS_Slope*PPS_Length-1)/12)*PPS_Area_PPS<0,0,PPS_Porosity*((PPS_Depth-6*PPS_Slope*PPS_Length-1)/12)*PPS_Area_PPS))))","v":""},"ft3",{"$f":"IF(PPS_Vdesign=\"\",\"\",\nIF(N128<>\"\",\"Invalid Volume for User-Input Length\",\nIF(AND(PPS_Vreservoir<>\"\",PPS_Vreservoir<PPS_Vdesign),\"Reservoir Volume < Required Storage\",\"\")))","v":""}]
[null,null,null,null,null,null,null,null,null,{"$f":"IF(N131=\"\",\"\",\"Consider increasing aggregate depth or decreasing length between lateral barriers\")","v":""}]
[null,null,null,"J) Describe Aggregate Reservoir (if \"Other\" selected in 4A - 4D)"]
[]
[]
[]
[]
[]
[null,null,"5.  Lateral Flow Barriers"]
[]
[null,null,null,"A) Type of Lateral Flow Barrier",null,null,null,null,null,null,"Lateral Barrier =",null,null,{"$f":"IF(PPS_LateralBarrier=\"\",\"\",\nIF(PPS_LateralBarrier=\"Concrete\", \"Concrete Walls\",\nIF(PPS_LateralBarrier=\"PVC\",\"PVC Geomembrane\",\nIF(PPS_LateralBarrier=\"Other\",\"Please Describe Below\",\nIF(PPS_Slope>0,\"Barriers recommeded for sloped subgrade\",\"\")))))","v":""}]
[]
[null,null,null,"B) Number of Subsurface Cells in Aggregate Reservoir"]
[]
[null,null,null,"C) Describe the Lateral Flow Barriers"]
[]
[null,null,null,{"$f":"IF(PPS_Slope>0,\"Lateral flow barriers are recommended for all installations that have a sloped reservoir/subgrade interface.\",\"\")","v":""}]
[]
[]
[]
[null,null,"6.  Perimeter Barriers"]
[]
[null,null,null,"A) Is a Perimeter Barrier provided on all sides of the PPS?",null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(PPS_PerimeterBarrier=\"\",PPS_PerimeterBarrier=\"YES\"),\"\",\nIF(OR(PPS_PavementSurface=\"PICP\",PPS_PavementSurface=\"CGP\"),\"Required for \"&PPS_PavementSurface,\nIF(PPS_InfilSystem=\"No Infiltration\",\"Recommended for No Infiltration Section\",\"\")))","v":""}]
[null,null,null,"    Required for all PICP and CGP systems and recommended"]
[null,null,null,"    for all no-infiltration sections."]
[]
[null,null,null,"B) Describe the Permieter Barrier"]
[]
[]
[]
[]
[null,null,"7.  Features in Permeable Pavement Installations"]
[]
[null,null,null,"A) Describe any features such as light poles or trees within the"]
[null,null,null,"    Permeable Pavement System.  Include information such as"]
[null,null,null,"    the depth of the feature, liner attachments (when necessary)"]
[null,null,null,"    and methods to avoid prolonged saturation of tree roots."]
[]
[]
[]
[]
[null,null,"8.  Underdrain System, Impermeable Liner, and Geotextile"]
[]
[null,null,null,"A) Are underdrains provided?"]
[]
[null,null,null,"B) Is a Drain Trench provided consistent with Figure 4-2?",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_DrainTrench=\"NO\",\"Explain how and why below\",\"\")","v":""}]
[null,null,null,"    - Trench Bottom Width ≥ 12 inches, Trench Depth ≥ 15 inches"]
[null,null,null,"    - Drain gravel satisfies gradation specifications for"]
[null,null,null,"       AASHTO M 43 No. 8 coarse aggregate"]
[null,null,null,"    - Filter sand above drain gravel satisfies gradation specifications for"]
[null,null,null,"       AASHTO M 43 fine aggregate"]
[null,null,null,"    - Filter sand depth above drain trench ≥ 6 inches"]
[null,null,null,"    - Filter sand extends ≥ 12 inches beyond trench top width"]
[]
[]
[null,null,null,"C) Select Factory-Slotted Pipe Size and Material"]
[]
[]
[]
[]
[]
[]
[null,null,null,"D) Does the specified pipe material meet the specifications for"]
[null,null,null,"    slot configurations shown in Table 4-6 and Figure 4-3."]
[]
[]
[]
[]
[]
[null,null,null,"E) Are cleanouts provided for inspection and maintenance?",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_Cleanout=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[]
[]
[]
[]
[]
[null,null,null,"F) Is an impermeable geomembrane liner provided?",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_Liner=\"YES\",\"Describe liner below\",\"\")","v":""}]
[null,null,null,{"$f":"IF(PPS_Liner=\"YES\",\"Install minimum 30 mil PVC geomembrane liner satisfying material specifications and physical requirements in Table 4-7.\",\"\")","v":""}]
[]
[]
[null,null,null,{"$f":"IF(PPS_Liner=\"YES\",\"Install non-woven geotextile separator fabric (Mifafi 180N or equal) above liner that satisfies material specifications in Table 4-8.  Use same geotextile below liner if subgrade has sharp rocks or objects.\",\"\")","v":""}]
[]
[]
[]
[]
[null,null,null,"G) Are details provided regarding sealing at underdrain penetrations? ",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_Liner_penetration=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,"H) Are geomembrane connections to vertical concrete surfaces",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_Liner_concrete=\"NO\",\"Explain why not below\",\"\")","v":""}]
[null,null,null,"    consistent with Figure 4-5?"]
[]
[null,null,null,"I) Do the plans specify thermal welding and air lance testing of joints? ",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_Liner_testing=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[]
[]
[]
[]
[]
[]
[null,null,"9.  Outlets",null,null,null,null,null,null,"This workbook assumes that for systems with multiple subsurface cells, each cell has the same area, subgrade slope, orifice restriction, and length between lateral barriers.  Where this varies, calculate each cell outlet individually outside of this workbook.  "]
[]
[]
[]
[null,null,null,"A) Depth of WQCV in the Aggregate Reservoir",null,null,null,null,null,null,"Depth WQCV =",{"$f":"IF(OR(PPS_Area_PPS=\"\",PPS_WQCV_Default=\"\",PPS_Porosity=\"\",PPS_Slope=\"\",PPS_Length=\"\",PPS_Vreservoir=\"\"),\"\",\nIF(PPS_WQCV_Override<>\"\",\nIF(PPS_Slope=0,(12*PPS_WQCV_Override)/(PPS_Porosity*PPS_Area_PPS),\n((12*PPS_WQCV_Override)/(PPS_Porosity*PPS_Area_PPS))+(6*PPS_Slope*PPS_Length)),\nIF(PPS_Slope=0,(12*PPS_WQCV_Default)/(PPS_Porosity*PPS_Area_PPS),\n((12*PPS_WQCV_Default)/(PPS_Porosity*PPS_Area_PPS))+(6*PPS_Slope*PPS_Length))))","v":""},"in"]
[]
[null,null,null,"B) Underdrain Orifice Diameter for 12-hour drain time "]
[]
[null,null,null,"    i) Underdrain Orifice Invert Depth below aggregate reservoir",null,null,null,null,null,null,"y =",null,"in"]
[null,null,null,"       (distance from bottom of aggregate layer to orifice invert)"]
[]
[null,null,null,"    ii) Total Depth from top of WQCV to Orifice Invert",null,null,null,null,null,null,"Depth Invert =",{"$f":"IF(OR(PPS_Depth_WQCV=\"\",PPS_Y_orifice=\"\"),\"\",PPS_Depth_WQCV+PPS_Y_orifice)","v":""},"in"]
[]
[null,null,null,"    iii) Calculated Underdrain Orifice Diameter (simplified equation)",null,null,null,null,null,null,"Dia. Simplified =",{"$f":"IF(OR(PPS_Underdrain=\"\",PPS_Underdrain=\"NO\",PPS_Depth_Invert=\"\",PPS_Depth_Invert=0,PPS_WQCV_Default=\"\"),\"\",\nIF(PPS_WQCV_Override<>\"\",\n((PPS_WQCV_Override/(1414*((PPS_Depth_Invert/12)^0.41)))^0.5),\n((PPS_WQCV_Default/(1414*((PPS_Depth_Invert/12)^0.41)))^0.5)))","v":""},"in"]
[]
[null,null,null,"    iv) Underdrain Orifice Diameter specified on construction plans",null,null,null,null,null,null,"Orifice Dia. Design =",null,"in"]
[]
[]
[null,null,null,"C) Describe Underdrain Orifice Outlet Configuration."]
[null,null,null,{"$f":"IF(AND(PPS_InfilSystem=\"Partial Infiltration\",PPS_Underdrain=\"YES\"),\"Consider adding Internal Water Storage (IWS) zone as described in the upfront section of Chapter 4. This can reduce nutrient loading from outflows.\",\"\")","v":""}]
[]
[]
[]
[null,null,null,"D) Describe Outlet Structure(s) for events larger than WQCV."]
[null,null,null,"    (full-spectrum detention, overflow spillway, etc.)"]
[]
[]
[]
[]
[null,null,"10.  Maintenance"]
[]
[null,null,"A) Has a maintenance plan that includes the following been developed?",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_MaintenancePlan=\"NO\",\"Need to ensure long-term maintenance\",\"\")","v":""}]
[null,null,null,"  - types of equipment needed (e.g. regenerative vacuum sweeper)"]
[null,null,null,"  - access and space for maneuvering equipment"]
[null,null,null,"  - snow removal (rubber tip blade for plowing)"]
[null,null,null,"  - Avoid deicers and sanding"]
[null,null,null,"  - periodic testing of infiltration capabilities of pavement surface"]
[]
[null,null,null,"Notes:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,"PPS_YesNo_List",null,"PPS_Infiltrometer_List",null,null,null,"PPS_InfiltrationSystem_List",null,null,"PPS_Inflow_List",null,null,null,"PPS_SpreaderBlind_List",null,null,"PPS_SpreaderDissipation_List",null,null,"PPS_Downspout_Dissipation_List",null,null,"PPS_PavementSurface_List",null,null,"PPS_Bedding_List",null,"PPS_BaseLayer_List",null,"PPS_SubbaseLayer_List",null,null,"PPS_LateralBarrier_List",null,null,"PPS_SlottedPipe_List"]
[null,null,null,"HIDE THESE ROWS",null,null,"YES",null,"Modified Philip Dunne (ASTM D8152)",null,null,null,"Full Infiltration",null,null,"Curbless",null,null,null,"Curb",null,null,"Space",null,null,"Chamber",null,null,"PICP",null,null,{"$f":"IF(OR(PPS_PavementSurface=\"\",PPS_PavementSurface=\"PICP\",PPS_PavementSurface=\"CGP\",PPS_PavementSurface=\"Other\"),\"Aggregate\",\"\")","v":"Aggregate"},null,{"$f":"IF(PPS_PavementSurface=\"RGP\",\"Soil Mix\",\"Aggregate\")","v":"Aggregate"},null,{"$f":"IF(PPS_PavementSurface=\"RGP\",\"\",\"No. 2\")","v":"No. 2"},null,null,"Concrete",null,null,"4-inch (ID), Sch 40 PVC"]
[null,null,null,null,null,null,"NO",null,"Double-Ring (ASTM D3385)",null,null,null,"Partial Infiltration",null,null,"Slotted",null,null,null,"Vegetated",null,null,"Angle ",null,null,"Concrete",null,null,"CGP",null,null,{"$f":"IF(OR(PPS_PavementSurface=\"\",PPS_PavementSurface=\"CGP\",PPS_PavementSurface=\"Other\"),\"Sand\",\nIF(PPS_PavementSurface=\"PICP\",\"Other\",\"\"))","v":"Sand"},null,{"$f":"IF(OR(PPS_PavementSurface=\"\",PPS_PavementSurface=\"Other\"),\"Soil Mix\",\"Other\")","v":"Soil Mix"},null,{"$f":"IF(PPS_PavementSurface=\"RGP\",\"\",\"Other\")","v":"Other"},null,null,"PVC",null,null,"4-inch (ID), SDR 17"]
[null,null,null,null,null,null,null,null,null,null,null,null,"No Infiltration",null,null,"Spreader",null,null,null,"Concrete",null,null,"Boulder",null,null,"Rock",null,null,"PGP",null,null,{"$f":"IF(OR(PPS_PavementSurface=\"\",PPS_PavementSurface=\"CGP\",PPS_PavementSurface=\"Other\"),\"Other\",\"\")","v":"Other"},null,{"$f":"IF(OR(PPS_PavementSurface=\"\",PPS_PavementSurface=\"Other\"),\"Other\",\"\")","v":"Other"},null,{"$f":"IF(PPS_PavementSurface=\"RGP\",\"\",\"None\")","v":"None"},null,null,"Other",null,null,"6-inch (ID), Sch 40 PVC"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Downspout",null,null,null,"Rock-Lined",null,null,"Concrete",null,null,"Other",null,null,"RGP",null,null,{"$f":"IF(OR(PPS_PavementSurface=\"\",PPS_PavementSurface=\"Other\"),\"None\",\"\")","v":"None"},null,{"$f":"IF(OR(PPS_PavementSurface=\"\",PPS_PavementSurface=\"Other\"),\"None\",\"\")","v":"None"},null,null,null,null,"None",null,null,"6-inch (ID), SDR 26"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Other",null,null,null,"Other",null,null,"Wall",null,null,"None",null,null,"Other",null,null,null,null,null,null,null,null,null,null,null,null,"Other, Explain below"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"None",null,null,"Other"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"None"]

{"sheet":"EDB","index":9,"n_rows":267,"n_cols":45,"rows_kept":267,"cut":false,"hidden":true,"merged":[[53,9,53,16],[54,9,54,16],[66,9,66,16],[67,9,67,16],[68,9,68,16],[6,4,6,14],[77,13,79,16],[100,10,100,16],[101,10,101,16],[52,9,52,16],[36,9,36,16],[37,9,37,16],[7,4,7,14],[8,4,8,14],[38,9,38,16],[39,9,39,16],[40,9,40,16],[50,9,50,16],[51,9,51,16],[12,13,13,16],[69,9,69,16],[1,1,1,17],[2,6,2,13],[3,4,3,14],[4,4,4,14],[5,4,5,14],[70,9,70,16],[89,10,89,16],[90,10,90,16],[91,10,91,16],[92,10,92,16],[205,10,205,16],[221,2,221,16],[218,2,218,16],[219,2,219,16],[220,2,220,16],[209,10,209,16],[210,10,210,16],[214,10,214,16],[207,10,207,16],[217,4,217,16],[128,10,128,16],[129,10,129,16],[130,10,130,16],[131,10,131,16],[148,10,148,16],[149,10,149,16],[150,10,150,16],[151,10,151,16],[153,13,154,16],[156,10,156,16],[157,10,157,16],[202,10,202,16],[203,10,203,16],[204,10,204,16],[158,10,158,16],[159,10,159,16],[161,10,161,12],[163,10,163,12],[185,10,185,16],[186,10,186,16],[187,10,187,16],[188,10,188,16],[189,10,189,16],[190,10,190,16],[191,10,191,16],[192,10,192,16],[90,3,92,7],[106,9,106,17],[193,10,193,16],[194,10,194,16],[168,10,168,16],[173,10,173,16],[174,10,174,16],[175,10,175,16],[176,10,176,16],[172,10,172,16],[102,10,102,16],[103,10,103,16],[114,10,114,11],[165,10,165,16],[166,10,166,16],[167,10,167,16]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected",null,null,null,null,"Runoff Reduction (ft3)",{"$f":"EDB_RunoffReduction","v":""}]
[null,"Extended Detention Basin (EDB)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WQCV Treated (ft3)",{"$f":"EDB_WQCV_design","v":0}]
[null,null,null,null,null,null,{"$f":"Version_Release","v":"SCM Design, Version 4.02 (June 2025)"}]
[null,null,"Designer:",null,{"$f":"IF(WQ_Designer=\"\",\"\",WQ_Designer)","v":""}]
[null,null,"Company:",null,{"$f":"IF(WQ_Company=\"\",\"\",WQ_Company)","v":""}]
[null,null,"Date:",null,{"$f":"NOW()","v":"2025-06-24T15:49:48.550"}]
[null,null,"Project:",null,{"$f":"IF(WQ_Project=\"\",\"\",WQ_Project)","v":""}]
[null,null,"Location:",null,{"$f":"IF(WQ_Location=\"\",\"\",WQ_Location)","v":""}]
[null,null,"Outfall ID:"]
[]
[]
[null,null,"1. Inlet and Forebay"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(EDB_RPA=\"\",\"\",IF(EDB_RPA=\"YES\",\"Define inflow points for all areas tributary to the SCM on the paired RPA worksheet.\",\"Define inflow points for all areas tributary to the SCM below.\"))","v":""}]
[null,null,null,"A) Is RPA (GB/GS) used for Runoff Reduction upstream of SCM?"]
[null,null,null,null,null,null,null,null,null,null,{"$f":"IF(EDB_RPA=\"YES\",\"Paired Inflows Worksheet Name:\",\"\")","v":""}]
[null,null,null,"B) Inflow Points contributing to SCM (max 8)"]
[null,null,null,null,null,null,null,null,"Inflow Design Point ID"]
[null,null,null,null,null,null,null,null,"Tributary Area to Inflow Point (ft2)"]
[null,null,null,null,null,null,null,null,"Imperviousness above Inflow Point (%)"]
[null,null,null,null,null,null,null,null,"Default WQCV for Inflow Point (ft3)",{"$f":"IF(OR(J17=\"\",J18=\"\",J19=\"\"),\"\",\n(1*(0.91*(J19^3)-1.19*(J19^2)+0.78*(J19))/12)*J18)","v":""},{"$f":"IF(OR(K17=\"\",K18=\"\",K19=\"\"),\"\",\n(1*(0.91*(K19^3)-1.19*(K19^2)+0.78*(K19))/12)*K18)","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Optional Override WQCV for Inflow Point (ft3)"]
[null,null,null,null,null,null,null,null,"WQCV Reduction above Inflow Point (ft3)"]
[null,null,null,null,null,null,null,null,"Remaining WQCV at Inflow Point (ft3)",{"$f":"IF(J20=\"\",\"\",\nIF(J21<>\"\",IF(J21-J22<0,0,J21-J22),\nIF(J20-J22<0,0,J20-J22)))","v":""},{"$f":"IF(K20=\"\",\"\",\nIF(K21<>\"\",IF(K21-K22<0,0,K21-K22),\nIF(K20-K22<0,0,K20-K22)))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Will pretreatment be provided with a Sedimentation MTD (HDS)"]
[null,null,null,null,null,null,null,null,"Paired Pretreatment HDS Worksheet Name"]
[null,null,null,null,null,null,null,null,"Sheet or Concentrated Flow"]
[]
[null,null,null,"C) Sheet Flow"]
[null,null,null,null,null,null,null,null,"Select sheet flow inflow feature"]
[null,null,null,null,null,null,null,null,"Is Concrete Edger used?"]
[null,null,null,null,null,null,null,null,"Spacing between slots, recommend ≤ 2 ft on center (ft)"]
[null,null,null,null,null,null,null,null,"Slot Opening Length, recommend 1.5 (in)"]
[null,null,null,null,null,null,null,null,"Select type of blind swale used to distribute flow"]
[null,null,null,null,null,null,null,null,"Select energy dissipation method for level spreader"]
[null,null,null,null,null,null,null,null,"Height of drop, recommend 2 to 3 (in)"]
[null,null,null,null,null,null,null,null,"Is concrete mowing strip provided to facilitate maintenance?"]
[]
[]
[]
[]
[]
[]
[null,null,null,"D) Concentrated Flow"]
[null,null,null,null,null,null,null,null,"Select concentrated flow inflow feature"]
[null,null,null,null,null,null,null,null,"Is downspout extension needed to bridge backfill zone?"]
[null,null,null,null,null,null,null,null,"Depth of gutter flow line depression for curb opening, recommend 3 (in)"]
[null,null,null,null,null,null,null,null,"Curb opening inlet width (ft)",{"$f":"IF(J44=\"\",\"\",IF(J44=\"--\",\"--\",IF(J44<>\"Curb\",\"--\",IF(J46=\"\",\"\",\nIF(J18<4356,2,IF(J18<=10890,3,IF(J18<=21780,4,\"Multiple\")))))))","v":""},"","","","","","",""]
[null,null,null,null,null,null,null,null,"Height of drop to sediment pad/forebay, recommend ≥ 1 (in)"]
[null,null,null,null,null,null,null,null,"Select energy dissipation method for downspouts and/or curb openings."]
[null,null,null,null,null,null,null,null,"Select energy dissipation method for swales, channels, and piped outfalls"]
[]
[]
[]
[]
[]
[]
[null,null,null,"    v) Forebay"]
[null,null,null,null,null,null,null,null,"Impervious area tributary to concentrated inflow location (ft2)",{"$f":"IF(OR(J18=\"\",J19=\"\",J44=\"\"),\"\",\nIF(OR(J44=\"--\",J44=\"Downspout\"),\"--\",J18*J19))","v":""},"","","","","","",""]
[null,null,null,null,null,null,null,null,"Forebay Type (Concrete Sediment Pad sufficient for Imp Area ≤ 2 acre)"]
[null,null,null,null,null,null,null,null,"Minimum Forebay Volume (ft3)",{"$f":"IF(OR(J23=\"\",J58=\"\",J59=\"\"),\"\",\nIF(OR(J58=\"--\",J59=\"None\",J59=\"Pad\"),\"--\",0.01*J23))","v":""},{"$f":"IF(OR(K23=\"\",K58=\"\",K59=\"\"),\"\",\nIF(OR(K58=\"--\",K59=\"None\",K59=\"Pad\"),\"--\",0.01*K23))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Design Forebay Volume (ft3)"]
[null,null,null,null,null,null,null,null,"Maximum Forebay Depth (in)",{"$f":"IF(OR(J58=\"\",J59=\"\"),\"\",\nIF(OR(J58=\"--\",J59=\"None\",J59=\"Pad\"),\"--\",\nIF(J58/43560<=2,\"--\",\nIF(J58/43560<=5,15,\nIF(J58/43560<=10,18,\nIF(J58/43560<=20,24,30))))))","v":""},{"$f":"IF(OR(K58=\"\",K59=\"\"),\"\",\nIF(OR(K58=\"--\",K59=\"None\",K59=\"Pad\"),\"--\",\nIF(K58/43560<=2,\"--\",\nIF(K58/43560<=5,15,\nIF(K58/43560<=10,18,\nIF(K58/43560<=20,24,30))))))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Design Forebay Depth (in)"]
[null,null,null,null,null,null,null,null,"Rectangular Weir Notch Width to Empty Forebay in 5-minutes (in)",{"$f":"IF(OR(J58=\"\",J60=\"\",J63=\"\"),\"\",\nIF(OR(J58=\"--\",J60=\"--\",J63=\"--\"),\"--\",\n9.23*(J60/(J63/12)/(5*60))*(1/(SQRT(J63/12)))))","v":""},{"$f":"IF(OR(K58=\"\",K60=\"\",K63=\"\"),\"\",\nIF(OR(K58=\"--\",K60=\"--\",K63=\"--\"),\"--\",\n9.23*(K60/(K63/12)/(5*60))*(1/(SQRT(K63/12)))))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Design Notch Width (in)"]
[null,null,null,null,null,null,null,null,"Forebay Drain Time (minutes)",{"$f":"IF(OR(J58=\"\",J60=\"\",J63=\"\",J65=\"\"),\"\",\nIF(OR(J58=\"--\",J65=\"--\"),\"--\",\n9.23*(J60/(J63/12)/(J65*60))*(1/(SQRT(J63/12)))))","v":""},{"$f":"IF(OR(K58=\"\",K60=\"\",K63=\"\",K65=\"\"),\"\",\nIF(OR(K58=\"--\",K65=\"--\"),\"--\",\n9.23*(K60/(K63/12)/(K65*60))*(1/(SQRT(K63/12)))))","v":""},"","","","","",""]
[]
[]
[]
[]
[]
[]
[]
[null,null,"2.  Design Storage Volume",null,null,null,null,null,null,null,"Inflow Points above should be fully defined before proceeding below"]
[]
[null,null,null,"A) Contributing Watershed Area (including EDB area)",null,null,null,null,null,null,"Area =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,2,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft2",null,null,"Total Tributary Inflow Area (ft2)",{"$f":"IF(SUM(EDB_InflowArea)=0,\"\",SUM(EDB_InflowArea))","v":""}]
[null,null,null,null,null,null,null,null,null,null,"Area =",{"$f":"IF(EDB_Trib_Area=\"\",\"\",EDB_Trib_Area/43560)","v":""},"ac",null,null,"EDB Footprint Area (ft2)",{"$f":"IF(OR(EDB_Trib_Area=\"\",Q76=\"\"),\"\",EDB_Trib_Area-Q76)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(EDB_Trib_Area=\"\",EDB_Imp=\"\"),\"\",\nIF(EDB_Trib_Area*EDB_Imp<2*43560,\"EDB not appropriate for area < 2 impervious acres due to practicality of protecting orifices from clogging.\",\nIF(EDB_Trib_Area*EDB_Imp<=20*43560,\"For area < 20 impervious acres, consider filtration/infiltration SCMs to avoid small orifices prone to clogging.\",\nIF(EDB_Trib_Area*EDB_Imp>=50*43560,\"For area > 50 impervious acres, consider using multiple sub-regional EDBs.\",\nIF(EDB_Trib_Area>640*43560,\"EDB not suitable for area > 1 square mile.\",\"\")))))","v":""}]
[null,null,null,"B) Imperviousness of Tributary Area",null,null,null,null,null,null,"i =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,4,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"%"]
[]
[null,null,null,"C) Default WQCV (or optional Override WQCV)",null,null,null,null,null,null,"VWQCV Default =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,15,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft3"]
[null,null,null,null,null,null,null,null,null,null,"VWQCV Override =",{"$f":"IFERROR(IF(INDEX('Site Layout'!E14:DA29,16,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0))=\"\",\"\",INDEX('Site Layout'!E14:DA29,16,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0))),\"\")","v":""},"ft3"]
[]
[null,null,null,"D) WQCV Reduction resulting from Upstream RPA (GB/GS)",null,null,null,null,null,null,"WQCV Reduction =",{"$f":"IF(EDB_WQCV_Default=\"\",\"\",SUM(J22:Q22))","v":""},"ft3"]
[]
[null,null,null,"E) Remaining WQCV",null,null,null,null,null,null,"VWQCV Remaining =",{"$f":"IF(EDB_WQCV_Default=\"\",\"\",\nIF(EDB_WQCV_Override<>\"\",IF(EDB_WQCV_Override-EDB_RunoffReduction<0,0,EDB_WQCV_Override-EDB_RunoffReduction),\nIF(EDB_WQCV_Default-EDB_RunoffReduction<0,0,EDB_WQCV_Default-EDB_RunoffReduction)))","v":""},"ft3"]
[]
[null,null,null,"F) Design WQCV (based on actual design geometry)",null,null,null,null,null,null,"VWQCV Design =",null,"ft3",{"$f":"IF(OR(EDB_WQCV_Remaining=\"\",EDB_WQCV_design=\"\"),\"\",\nIF(EDB_WQCV_design<EDB_WQCV_Remaining,\"Design WQCV < Required WQCV\",\"\"))","v":""}]
[]
[null,null,null,"G) Describe additional storage volume provided (e.g. EURV/100yr)"]
[null,null,null,{"$f":"IF(N78=\"\",\"\",\"Describe why EDB was selected over other SCMs based on Table EDB-3 considerations related to contributing impervious area.\")","v":""}]
[]
[]
[]
[]
[null,null,"3. EDB Shape"]
[]
[null,null,null,"A) Basin Length-to-Width Ratio",null,null,null,null,null,null,"RL/W =",null,null,{"$f":"IF(EDB_LWratio=\"\",\"\",\nIF(EDB_LWratio<1.5,\"Minimum L/W Ratio is 1.5\",\nIF(EDB_LWratio<2,\"L/W Ratio > 2 increases residence time\",\"\")))","v":""}]
[null,null,null,"(measured along the low flow channel from inlet to outlet)"]
[]
[null,null,null,"B) Discuss how the design considered community values"]
[]
[]
[]
[]
[]
[null,null,"4.  Side Slopes",null,null,null,null,null,null,"When designing basin slopes, consider requirements for access and vegetation management."]
[]
[null,null,null,"A) Max. Side Slope (Z = 4:1 or flatter, horiz. dist per unit vertical)",null,null,null,null,null,null,"Z =",null,"ft / ft",{"$f":"IF(OR(EDB_Z=\"\",EDB_Z>=4),\"\",\nIF(EDB_Z=0,\"Walls discouraged due to access concerns\",\"Steeper than 4:1\"))","v":""}]
[null,null,null,"     (Use \"0\" if EDB has vertical walls)"]
[]
[]
[null,null,"5.  Low Flow Channels and Basin Bottom Grading"]
[]
[null,null,null,"A) Type of low flow channel",null,null,null,null,null,null,null,null,null,{"$f":"IF(EDB_LowFlowChannel_type=\"Other\",\"Please describe below\",\"\")","v":""}]
[]
[null,null,null,"B) Depth of low flow channel (recommend 18\")",null,null,null,null,null,null,"D LFC =",null,"in",{"$f":"IF(OR(EDB_LowFlowChannel_depth=\"\",EDB_LowFlowChannel_depth>=18),\"\",\"Recommend > 18 inches\")","v":""}]
[]
[null,null,null,"C) Depth of concrete curb (recommend 6\")",null,null,null,null,null,null,"D Curb =",null,"in",{"$f":"IF(OR(EDB_LowFlowChannel_Dcurb=\"\",EDB_LowFlowChannel_Dcurb>=6),\"\",\"Recommend 6 inches\")","v":""}]
[]
[null,null,null,"D) Side Slopes of low flow channel (Z = 2 min.)",null,null,null,null,null,null,"Z LFC =",null,"ft / ft",{"$f":"IF(OR(EDB_LowFlowChannel_Z=\"\",EDB_LowFlowChannel_Z>=2),\"\",\"Z < 2:1\")","v":""}]
[]
[null,null,null,{"$f":"IF(OR(EDB_LowFlowChannel_type=\"\",EDB_LowFlowChannel_type=\"Other\"),\"E) Bottom width of low flow channel\",\nIF(EDB_LowFlowChannel_type=\"Vegetated\",\"E) Bottom width of low flow channel (recommend 6 feet minimum)\",\n\"E) Bottom width of low flow channel (as needed for equipment)\"))","v":"E) Bottom width of low flow channel"},null,null,null,null,null,null,"Bottom Width LFC =",null,"ft",{"$f":"IF(EDB_LowFlowChannel_bottomW=\"\",\"\",\nIF(AND(OR(EDB_LowFlowChannel_type=\"Vegetated\",EDB_LowFlowChannel_type=\"Other\"),EDB_LowFlowChannel_bottomW<6),\"Bottom Width < 6 feet\",\"\"))","v":""}]
[]
[null,null,null,{"$f":"IF(OR(EDB_LowFlowChannel_type=\"\",EDB_LowFlowChannel_type=\"Other\"),\"F) Longitudinal Slope of Low Flow Channel\",\nIF(EDB_LowFlowChannel_type=\"Vegetated\",\"F) Longitudinal Slope (recommend 0.005 to 0.02 ft/ft for vegetated)\",\n\"F) Longitudinal Slope (recommend 0.004 to 0.01 ft/ft for concrete)\"))","v":"F) Longitudinal Slope of Low Flow Channel"},null,null,null,null,null,null,"Slope LFC =",null,"ft / ft",{"$f":"IF(OR(EDB_LowFlowChannel_type=\"\",EDB_LowFlowChannel_type=\"Other\",EDB_LowFLowChannel_LongSlope=\"\"),\"\",\nIF(EDB_LowFlowChannel_type=\"Vegetated\",\nIF(EDB_LowFLowChannel_LongSlope<0.005,\"Vegetated Slope < 0.005 ft/ft\",IF(EDB_LowFLowChannel_LongSlope>0.02,\"Vegetated Slope > 0.02 ft/ft\",\"\")),\nIF(EDB_LowFLowChannel_LongSlope<0.004,\"Concrete Slope < 0.004 ft/ft\",IF(EDB_LowFLowChannel_LongSlope>0.01,\"Concrete Slope > 0.01 ft/ft\",\"\"))))","v":""}]
[]
[null,null,null,"G) Typical Bottom Slope toward low flow channel (min. 0.02 ft/ft)",null,null,null,null,null,null,"Slope Basin Bottom =",null,"ft / ft",{"$f":"IF(OR(EDB_BasinBottom_Slope=\"\",EDB_BasinBottom_Slope>=0.02),\"\",\"Basin Bottom Slope < 0.02 ft/ft\")","v":""}]
[]
[null,null,null,"H) Describe any non-typical low flow channel features (if applicable)"]
[]
[]
[]
[]
[]
[null,null,"6.  Initial Surcharge Volume"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(N137=\"Minimum 12 inches recommended\",\"When no micropool is provided\",\"\")","v":""}]
[null,null,null,{"$f":"IF(OR(EDB_micropool_type=\"\",EDB_micropool_type=\"Other\"),\"A) Initial Surcharge Depth\",\nIF(EDB_micropool_type=\"None\",\"A) Initial Surcharge Depth (recommend 12 inches minimum)\",\n\"A) Initial Surcharge Depth (recommend 4 inches minimum)\"))","v":"A) Initial Surcharge Depth"},null,null,null,null,null,null,"ISD =",null,"in",{"$f":"IF(OR(EDB_ISD=\"\",EDB_micropool_type=\"\",EDB_micropool_type=\"Other\"),\"\",\nIF(AND(EDB_ISD<4,OR(EDB_micropool_type=\"External\",EDB_micropool_type=\"Internal\")),\"Minimum 4 inches recommended\",\nIF(AND(EDB_ISD<12,EDB_micropool_type=\"None\"),\"Minimum 12 inches recommended\",\"\")))","v":""}]
[]
[]
[null,null,"7.  Outlet Structure"]
[]
[]
[null,null,null,"A) Micropool Type",null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(EDB_micropool_type=\"Other\",EDB_micropool_type=\"None\"),\"Please describe below\",\"\")","v":""}]
[]
[null,null,null,"B) Depth of Micropool (recommend 2.5 feet minimum)",null,null,null,null,null,null,"DMP =",null,"ft",{"$f":"IF(OR(EDB_micropool_depth=\"\",EDB_micropool_depth>=2.5),\"\",\"Recommend 2.5 feet\")","v":""}]
[]
[null,null,null,"C) Surface Area of Micropool (recommend 15 square feet minimum)",null,null,null,null,null,null,"AMP =",null,"ft2",{"$f":"IF(OR(EDB_micropool_area=\"\",EDB_micropool_area>=15),\"\",\"Recommend 15 square feet\")","v":""}]
[]
[null,null,null,{"$f":"IF(EDB_micropool_type=\"Other\",\"D) Describe 'Other' Micropool configuration\",\nIF(EDB_micropool_type=\"None\",\"D) Explain why no Micropool is provided\",\n\"D) Describe Micropool configuration\"))","v":"D) Describe Micropool configuration"}]
[]
[]
[]
[]
[null,null,null,"E) Minimum dimension of opening in water quality orifice plate based",null,null,null,null,null,null,"Orifice DMin =",null,"in",{"$f":"IF(EDB_OrificeD_min=\"\",\"\",\nIF(EDB_OrificeD_min<1.25,\"Well Screen necessary to protect small orifice opening\",\nIF(EDB_OrificeD_min<2.5,\"Consider specifying a bar grate instead of a well screen\",\n\"Use bar grate (not a well screen)\")))","v":""}]
[null,null,null,"    on 40-hour drain time and hydrograph routing in MHFD-Detention."]
[]
[null,null,null,"F) Describe orifice plate configuration"]
[]
[]
[]
[]
[null,null,null,"G) Trash Rack Type",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(EDB_OrificeD_min=\"\",EDB_TrashRackType=\"\"),\"\",\nIF(OR(EDB_TrashRackType=\"Other\",EDB_TrashRackType=\"None\"),\"Please describe below\",\nIF(AND(EDB_OrificeD_min<1.25,OR(EDB_TrashRackType=\"Bar Grating\",EDB_TrashRackType=\"Bar Grating & Trash Deflectors\")),\"Well Screen Necessary\",\nIF(AND(EDB_OrificeD_min>2.5,OR(EDB_TrashRackType=\"Well Screen\",EDB_TrashRackType=\"Well Screen & Bar Grating\")),\"Frequent Maintenance Required\",\"\"))))","v":""}]
[]
[null,null,null,"H) Trash Rack Configuration",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(EDB_TrashRackConfig=\"Other\",EDB_TrashRackConfig=\"None\"),\"Please describe below\",\"\")","v":""}]
[]
[null,null,null,"I) Describe Outlet Structure(s) for events larger than WQCV."]
[null,null,null,"    (EURV, full-spectrum detention, safety grating, etc.)"]
[]
[]
[]
[]
[]
[null,null,"8. Emergency Spillway and Overflow Embankment"]
[]
[null,null,null,"A) Describe spillway configuration, spillway capacity, and"]
[null,null,null,"    embankment protection."]
[]
[]
[]
[null,null,"9.  Vegetation"]
[]
[null,null,null,"A) Has a vegetation management plan been developed?",null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(EDB_Vegetation=\"NO\",EDB_Vegetation=\"N/A\"),\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,"B) Has a landscape management plan been developed?",null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(EDB_Landscape=\"NO\",EDB_Landscape=\"N/A\"),\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,"C) Describe vegetation/landscaping considerations:"]
[null,null,null,"  - Specify plants that support the water quality function of the EDB?"]
[null,null,null,"     (e.g. wetland, wetland fringe, riparian, upland, trees)"]
[null,null,null,"  - Include drought tolerant native plants?"]
[null,null,null,"  - Consider soil assessment, preparation, and erosion mitigation?"]
[null,null,null,"  - Include plants that enhance within context of the site?"]
[null,null,null,"  - Address alternative hydraulic regimes?"]
[null,null,null,"  - Consider required maintenance activities and intervals?"]
[null,null,null,"  - Consider short and long-term irrigation needs?"]
[null,null,null,"  - Consider irrigation head placement?"]
[]
[]
[]
[null,null,"10.  Maintenance"]
[]
[null,null,null,"A) Has a maintenance plan that includes the following been developed?",null,null,null,null,null,null,null,null,null,{"$f":"IF(EDB_MaintenancePlan=\"NO\",\"Need to ensure long-term maintenance\",\"\")","v":""}]
[null,null,null,"  - cleaning sediment and debris from forebays (stable bottom)"]
[null,null,null,"  - cleaning sediment and debris from low flow channel"]
[null,null,null,"  - cleaning sediment and debris from micropool, ISV, and outlet"]
[null,null,null,"  - types of maintenance equipment"]
[]
[]
[null,null,null,"B) Describe maintenance access into forebay(s) and area adjacent"]
[null,null,null,"    to and within outlet structure:"]
[null,null,null,"  - minimum access path width of 10 feet"]
[null,null,null,"  - maximum 10% grade for haul road surface"]
[null,null,null,"  - maximum 20% grade for skid-loader and backhoe access"]
[null,null,null,"  - cross-slope of 2% for access path"]
[null,null,null,"  - stabilized access materials (concrete, block, grid, reinforced turf)"]
[null,null,null,"  - access stairs inside outlet structure"]
[]
[]
[null,null,null,"Notes:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"HIDE THESE ROWS",null,null,"EDB_YesNo_List",null,"EDB_SheetConc_List",null,"EDB_SheetInflow_List",null,"EDB_SpreaderBlind_List",null,null,"EDB_SpreaderDissipation_List",null,null,null,null,"EDB_ConcentratedInflow_List",null,null,"EDB_Downspout_CurbDissipation_List",null,null,null,"EDB_SwaleDissipation_List",null,null,"EDB_Forebay_List",null,null,"EDB_LowFlowChannel_List",null,null,"EDB_MicropoolType_List",null,null,"EDB_TrashRackType_List",null,null,"EDB_TrashRackConfig_List",null,null,"EDB_YesNoNA_List"]
[null,null,null,null,null,"YES",null,"Sheet",null,"Curbless",null,"Curb",null,null,"Space",null,null,null,null,"Downspout",null,null,"Concrete",null,null,null,"Vegetation",null,null,"None",null,null,"Vegetated",null,null,"External",null,null,"Well Screen",null,null,"Vertical",null,null,"YES"]
[null,null,null,null,null,"NO",null,"Conc",null,"Slotted",null,"Vegetated",null,null,"Angle ",null,null,null,null,"Curb",null,null,"Rock",null,null,null,"Riprap",null,null,"Pad",null,null,"Concrete Pan",null,null,"Internal",null,null,"Well Screen & Bar Grating",null,null,"Flush Sloping",null,null,"NO"]
[null,null,null,null,null,null,null,null,null,"Spreader",null,"Concrete",null,null,"Boulder",null,null,null,null,"Swale",null,null,"Other",null,null,null,"Impact",null,null,"Forebay",null,null,"Other",null,null,"Other",null,null,"Bar Grating",null,null,"Other",null,null,"N/A"]
[null,null,null,null,null,null,null,null,null,"Other",null,"Rock-Lined",null,null,"Concrete",null,null,null,null,"Pipe",null,null,"None",null,null,null,"Other",null,null,null,null,null,null,null,null,"None",null,null,"Bar Grating & Trash Deflectors",null,null,"None"]
[null,null,null,null,null,null,null,null,null,null,null,"Other",null,null,"Wall",null,null,null,null,"Other",null,null,null,null,null,null,"None",null,null,null,null,null,null,null,null,null,null,null,"Other"]
[null,null,null,null,null,null,null,null,null,null,null,"None",null,null,"Other",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"None"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"None"]

{"sheet":"RP","index":10,"n_rows":268,"n_cols":40,"rows_kept":268,"cut":false,"hidden":true,"merged":[[147,3,148,7],[147,10,147,16],[133,10,133,16],[134,10,134,16],[135,10,135,16],[144,10,144,16],[145,10,145,16],[146,10,146,16],[197,10,197,16],[198,10,198,16],[160,10,160,16],[161,10,161,16],[179,10,179,16],[180,10,180,16],[181,10,181,16],[162,10,162,16],[163,10,163,16],[164,10,164,16],[165,10,165,16],[166,10,166,16],[167,10,167,16],[168,10,168,16],[195,10,195,16],[177,10,177,16],[231,2,231,16],[232,2,232,16],[202,10,202,16],[203,10,203,16],[204,10,204,16],[205,10,205,16],[206,10,206,16],[218,10,218,16],[220,10,220,16],[221,10,221,16],[225,10,225,16],[230,2,230,16],[228,4,228,16],[229,2,229,16],[213,10,213,16],[214,10,214,16],[58,9,58,16],[68,9,68,16],[72,9,72,16],[84,9,84,16],[85,9,85,16],[215,10,215,16],[216,10,216,16],[69,9,69,16],[70,9,70,16],[71,9,71,16],[88,9,88,16],[86,9,86,16],[87,9,87,16],[199,10,199,16],[185,10,185,12],[132,10,132,16],[107,10,107,16],[108,10,108,16],[109,10,109,16],[110,10,110,16],[130,12,131,16],[57,9,57,16],[13,10,13,12],[23,10,23,16],[24,10,24,16],[25,10,25,16],[7,4,7,14],[8,4,8,14],[54,9,54,16],[55,9,55,16],[56,9,56,16],[30,13,31,16],[26,10,26,16],[21,3,22,8],[6,4,6,14],[1,1,1,17],[2,6,2,13],[3,4,3,14],[4,4,4,14],[5,4,5,14],[196,10,196,16],[189,10,189,16],[190,10,190,16],[174,13,175,16],[191,10,191,16],[192,10,192,16],[178,10,178,16],[183,10,183,12]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected",null,null,null,null,"Runoff Reduction (ft3)",{"$f":"RP_RunoffReduction","v":""}]
[null,"Retention Pond (RP)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WQCV Treated (ft3)",{"$f":"RP_WQCV_design","v":0}]
[null,null,null,null,null,null,{"$f":"Version_Release","v":"SCM Design, Version 4.02 (June 2025)"}]
[null,null,"Designer:",null,{"$f":"IF(WQ_Designer=\"\",\"\",WQ_Designer)","v":""}]
[null,null,"Company:",null,{"$f":"IF(WQ_Company=\"\",\"\",WQ_Company)","v":""}]
[null,null,"Date:",null,{"$f":"NOW()","v":"2025-06-24T15:49:48.550"}]
[null,null,"Project:",null,{"$f":"IF(WQ_Project=\"\",\"\",WQ_Project)","v":""}]
[null,null,"Location:",null,{"$f":"IF(WQ_Location=\"\",\"\",WQ_Location)","v":""}]
[null,null,"Outfall ID:"]
[]
[]
[null,null,"1. Site Assessment Considerations Related to Baseflow"]
[]
[null,null,null,"A) How is the permanent pool elevation maintained year round?"]
[]
[null,null,null,"B) Have water rights been obtained to store water?",null,null,null,null,null,null,null,null,null,{"$f":"IF(RP_Baseflow_rights=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,"C) Is a \"pond well\" permit required due to exposed groundwater?",null,null,null,null,null,null,null,null,null,{"$f":"IF(RP_Baseflow_permit=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,"D) Will pond be lined to limit exfiltration rates?",null,null,null,null,null,null,null,null,null,{"$f":"IF(RP_Baseflow_liner=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,{"$f":"IF(RP_Baseflow_source=\"Groundwater\",\"E) Has water budget been developed to verify that the baseflow will exceed evaporation, and evapotranspiration?\",\"E) Has water budget been developed to verify that the baseflow will exceed evaporation, evapotranspiration, and seepage losses?\")","v":"E) Has water budget been developed to verify that the baseflow will exceed evaporation, evapotranspiration, and seepage losses?"},null,null,null,null,null,null,null,null,null,{"$f":"IF(RP_Baseflow_budget=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[]
[null,null,null,"F) Description:"]
[]
[]
[]
[]
[null,null,"2. Inlet and Forebay"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(RP_RPA=\"\",\"\",IF(RP_RPA=\"YES\",\"Define inflow points for all areas tributary to the SCM on the paired RPA worksheet.\",\"Define inflow points for all areas tributary to the SCM below.\"))","v":""}]
[null,null,null,"A) Is RPA (GB/GS) used for Runoff Reduction upstream of SCM?"]
[null,null,null,null,null,null,null,null,null,null,{"$f":"IF(RP_RPA=\"YES\",\"Paired Inflows Worksheet Name:\",\"\")","v":""}]
[null,null,null,"B) Inflow Points contributing to SCM (max 8)"]
[null,null,null,null,null,null,null,null,"Inflow Design Point ID"]
[null,null,null,null,null,null,null,null,"Tributary Area to Inflow Point (ft2)"]
[null,null,null,null,null,null,null,null,"Imperviousness above Inflow Point (%)"]
[null,null,null,null,null,null,null,null,"Default WQCV for Inflow Point (ft3)",{"$f":"IF(OR(J35=\"\",J36=\"\",J37=\"\"),\"\",\n(0.8*(0.91*(J37^3)-1.19*(J37^2)+0.78*(J37))/12)*J36)","v":""},{"$f":"IF(OR(K35=\"\",K36=\"\",K37=\"\"),\"\",\n(0.8*(0.91*(K37^3)-1.19*(K37^2)+0.78*(K37))/12)*K36)","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Optional Override WQCV for Inflow Point (ft3)"]
[null,null,null,null,null,null,null,null,"WQCV Reduction above Inflow Point (ft3)"]
[null,null,null,null,null,null,null,null,"Remaining WQCV at Inflow Point (ft3)",{"$f":"IF(J38=\"\",\"\",\nIF(J39<>\"\",IF(J39-J40<0,0,J39-J40),\nIF(J38-J40<0,0,J38-J40)))","v":""},{"$f":"IF(K38=\"\",\"\",\nIF(K39<>\"\",IF(K39-K40<0,0,K39-K40),\nIF(K38-K40<0,0,K38-K40)))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Will pretreatment be provided with a Sedimentation MTD (HDS)"]
[null,null,null,null,null,null,null,null,"Paired Pretreatment HDS Worksheet Name"]
[null,null,null,null,null,null,null,null,"Sheet or Concentrated Flow"]
[]
[null,null,null,"C) Sheet Flow"]
[null,null,null,null,null,null,null,null,"Select sheet flow inflow feature"]
[null,null,null,null,null,null,null,null,"Is Concrete Edger used?"]
[null,null,null,null,null,null,null,null,"Spacing between slots, recommend ≤ 2 ft on center (ft)"]
[null,null,null,null,null,null,null,null,"Slot Opening Length, recommend 1.5 (in)"]
[null,null,null,null,null,null,null,null,"Select type of blind swale used to distribute flow"]
[null,null,null,null,null,null,null,null,"Select energy dissipation method for level spreader"]
[null,null,null,null,null,null,null,null,"Height of drop, recommend 2 to 3 (in)"]
[null,null,null,null,null,null,null,null,"Is concrete mowing strip provided to facilitate maintenance?"]
[]
[]
[]
[]
[]
[]
[null,null,null,"D) Concentrated Flow"]
[null,null,null,null,null,null,null,null,"Select concentrated flow inflow feature"]
[null,null,null,null,null,null,null,null,"Is downspout extension needed to bridge backfill zone?"]
[null,null,null,null,null,null,null,null,"Depth of gutter flow line depression for curb opening, recommend 3 (in)"]
[null,null,null,null,null,null,null,null,"Curb opening inlet width (ft)",{"$f":"IF(J62=\"\",\"\",IF(J62=\"--\",\"--\",IF(J62<>\"Curb\",\"--\",IF(J64=\"\",\"\",\nIF(J36<4356,2,IF(J36<=10890,3,IF(J36<=21780,4,\"Multiple\")))))))","v":""},"","","","","","",""]
[null,null,null,null,null,null,null,null,"Height of drop to sediment pad/forebay, recommend ≥ 1 (in)"]
[null,null,null,null,null,null,null,null,"Select energy dissipation method for downspouts and/or curb openings."]
[null,null,null,null,null,null,null,null,"Select energy dissipation method for swales, channels, and piped outfalls"]
[]
[]
[]
[]
[]
[]
[null,null,null,"    v) Forebay"]
[null,null,null,null,null,null,null,null,"Impervious area tributary to concentrated inflow location (ft2)",{"$f":"IF(OR(J36=\"\",J37=\"\",J62=\"\"),\"\",\nIF(OR(J62=\"--\",J62=\"Downspout\"),\"--\",J36*J37))","v":""},"","","","","","",""]
[null,null,null,null,null,null,null,null,"Forebay Type (Concrete Sediment Pad sufficient for Imp Area ≤ 2 acre)"]
[null,null,null,null,null,null,null,null,"Minimum Forebay Volume (ft3)",{"$f":"IF(OR(J41=\"\",J76=\"\",J77=\"\"),\"\",\nIF(OR(J76=\"--\",J77=\"None\",J77=\"Pad\"),\"--\",0.01*J41))","v":""},{"$f":"IF(OR(K41=\"\",K76=\"\",K77=\"\"),\"\",\nIF(OR(K76=\"--\",K77=\"None\",K77=\"Pad\"),\"--\",0.01*K41))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Design Forebay Volume (ft3)"]
[null,null,null,null,null,null,null,null,"Maximum Forebay Depth (in)",{"$f":"IF(OR(J76=\"\",J77=\"\"),\"\",\nIF(OR(J76=\"--\",J77=\"None\",J77=\"Pad\"),\"--\",\nIF(J76/43560<=2,\"--\",\nIF(J76/43560<=5,15,\nIF(J76/43560<=10,18,\nIF(J76/43560<=20,24,30))))))","v":""},{"$f":"IF(OR(K76=\"\",K77=\"\"),\"\",\nIF(OR(K76=\"--\",K77=\"None\",K77=\"Pad\"),\"--\",\nIF(K76/43560<=2,\"--\",\nIF(K76/43560<=5,15,\nIF(K76/43560<=10,18,\nIF(K76/43560<=20,24,30))))))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Design Forebay Depth (in)"]
[null,null,null,null,null,null,null,null,"Rectangular Weir Notch Width to Empty Forebay in 5-minutes (in)",{"$f":"IF(OR(J76=\"\",J78=\"\",J81=\"\"),\"\",\nIF(OR(J76=\"--\",J78=\"--\",J81=\"--\"),\"--\",\n9.23*(J78/(J81/12)/(5*60))*(1/(SQRT(J81/12)))))","v":""},{"$f":"IF(OR(K76=\"\",K78=\"\",K81=\"\"),\"\",\nIF(OR(K76=\"--\",K78=\"--\",K81=\"--\"),\"--\",\n9.23*(K78/(K81/12)/(5*60))*(1/(SQRT(K81/12)))))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Design Notch Width (in)"]
[null,null,null,null,null,null,null,null,"Forebay Drain Time (minutes)",{"$f":"IF(OR(J76=\"\",J78=\"\",J81=\"\",J83=\"\"),\"\",\nIF(OR(J76=\"--\",J83=\"--\"),\"--\",\n9.23*(J78/(J81/12)/(J83*60))*(1/(SQRT(J81/12)))))","v":""},{"$f":"IF(OR(K76=\"\",K78=\"\",K81=\"\",K83=\"\"),\"\",\nIF(OR(K76=\"--\",K83=\"--\"),\"--\",\n9.23*(K78/(K81/12)/(K83*60))*(1/(SQRT(K81/12)))))","v":""},"","","","","",""]
[]
[]
[]
[]
[]
[]
[]
[null,null,"3.  Design Storage Volume",null,null,null,null,null,null,null,"Inflow Points above should be fully defined before proceeding below"]
[]
[null,null,null,"A) Total Tributary Area (including retention pond area)",null,null,null,null,null,null,"Area =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,2,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft2",null,null,"Total Tributary Inflow Area (ft2)",{"$f":"IF(SUM(RP_InflowArea)=0,\"\",SUM(RP_InflowArea))","v":""}]
[null,null,null,null,null,null,null,null,null,null,"Area =",{"$f":"IF(RP_Trib_Area=\"\",\"\",RP_Trib_Area/43560)","v":""},"ac",null,null,"RP Footprint Area (ft2)",{"$f":"IF(OR(RP_Trib_Area=\"\",Q94=\"\"),\"\",RP_Trib_Area-Q94)","v":""}]
[]
[null,null,null,"B) Imperviousness of Tributary Area",null,null,null,null,null,null,"i =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,4,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"%"]
[]
[null,null,null,"C) Default WQCV (or optional Override WQCV)",null,null,null,null,null,null,"VWQCV Default =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,15,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft3"]
[null,null,null,null,null,null,null,null,null,null,"VWQCV Override =",{"$f":"IFERROR(IF(INDEX('Site Layout'!E14:DA29,16,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0))=\"\",\"\",INDEX('Site Layout'!E14:DA29,16,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0))),\"\")","v":""},"ft3"]
[]
[null,null,null,"D) WQCV Reduction resulting from Upstream RPA (GB/GS)",null,null,null,null,null,null,"WQCV Reduction =",{"$f":"IF(RP_WQCV_Default=\"\",\"\",SUM(J40:Q40))","v":""},"ft3"]
[]
[null,null,null,"E) Remaining WQCV",null,null,null,null,null,null,"VWQCV Remaining =",{"$f":"IF(RP_WQCV_Default=\"\",\"\",\nIF(RP_WQCV_Override<>\"\",IF(RP_WQCV_Override-RP_RunoffReduction<0,0,RP_WQCV_Override-RP_RunoffReduction),\nIF(RP_WQCV_Default-RP_RunoffReduction<0,0,RP_WQCV_Default-RP_RunoffReduction)))","v":""},"ft3"]
[]
[null,null,null,"F) Design WQCV (actual design geometry above permanent pool)",null,null,null,null,null,null,"VWQCV Design =",null,"ft3",{"$f":"IF(OR(RP_WQCV_Remaining=\"\",RP_WQCV_design=\"\"),\"\",\nIF(RP_WQCV_design<RP_WQCV_Remaining,\"Design WQCV < Required WQCV\",\"\"))","v":""}]
[]
[null,null,null,"G) Describe additional storage volume provided (e.g. EURV/100yr)"]
[null,null,null,"     above the permanent pool volume."]
[]
[]
[]
[]
[null,null,"4.  Permanent Pool Volume"]
[]
[null,null,null,"A)  Minimum Permanent Pool Volume (120% of WQCV)",null,null,null,null,null,null,"VPermanent Pool Minimum =",{"$f":"IF(OR(RP_WQCV_Remaining=\"\",RP_WQCV_design=\"\"),\"\",1.2*MAX(RP_WQCV_Remaining,RP_WQCV_design))","v":""},"ft3"]
[]
[null,null,null,"B) Design Permanent Pool Volume",null,null,null,null,null,null,"VPermanent Pool Design =",null,"ft3",{"$f":"IF(OR(RP_Vpermanent_min=\"\",RP_Vpermanent=\"\"),\"\",\nIF(RP_Vpermanent<RP_Vpermanent_min,\"Design Volume < Minimum Volume\",\"\"))","v":""}]
[]
[]
[]
[null,null,"5.  Pond Geometry and Features"]
[]
[null,null,null,"A) Basin Length-to-Width Ratio",null,null,null,null,null,null,"RL/W =",null,null,{"$f":"IF(RP_LWratio=\"\",\"\",\nIF(RP_LWratio<2,\"Minimum recommended L/W Ratio is 2\",\"\"))","v":""}]
[]
[null,null,null,"B) Is there a Wetland Safety Bench that extends around the ",null,null,null,null,null,null,null,null,null,{"$f":"IF(RP_Bench=\"NO\", \"Explain why not below\",\"\")","v":""}]
[null,null,null,"    full perimeter of the open water pond?"]
[]
[null,null,null,"C) Max. Depth of Permanent Pool (recommend 12 feet maximum)",null,null,null,null,null,null,"DPermanent Pool =",null,"ft",{"$f":"IF(RP_Vpermanent_depth=\"\",\"\",\nIF(RP_Vpermanent_depth>12,\"Recommend aeration system\",\"\"))","v":""}]
[]
[null,null,null,"D) Will an aeration system be provided to prevent anoxic conditions?",null,null,null,null,null,null,null,null,{"$f":"IF(RP_aeration=\"NO\",\"See fact sheet T-7 for guidance to avoid anoxic conditions when an aeration system is not included.\",\"\")","v":""}]
[]
[null,null,null,"E) Discuss how the design considered community values"]
[]
[]
[]
[]
[]
[null,null,"6.  Side Slopes"]
[]
[null,null,null,"A) Max. Side Slope above safety bench (Z = 4:1 or flatter)",null,null,null,null,null,null,"ZAbove Bench =",null,"ft / ft",{"$f":"IF(OR(RP_Z_above=\"\",RP_Z_above>=4),\"\",\nIF(RP_Z_above=0,\"Walls discouraged due to access concerns\",\" Steeper than 4:1 above Safety Bench\"))","v":""}]
[]
[null,null,null,"B) Max. Side Slope below safety bench (Z = 3:1 or flatter)",null,null,null,null,null,null,"ZBelow Bench =",null,"ft / ft",{"$f":"IF(OR(RP_Z_below=\"\",RP_Z_below>=3),\"\",\nIF(RP_Z_below=0,\"Walls discouraged due to access concerns\",\"Steeper than 3:1 below Safety Bench\"))","v":""}]
[]
[null,null,null,"C) Describe additional variations in slope"]
[]
[]
[null,null,null,"When designing the pond slopes, consider requirements for access and vegetation management."]
[]
[]
[null,null,"7.  Vegetation"]
[]
[null,null,null,"A) Depth above permanent pool where vegetation transitions",null,null,null,null,null,null,"DRiparian =",null,"in",{"$f":"IF(OR(RP_Vegetation_Driparian=\"\",RP_Vegetation_Driparian>=30),\"\",\n\"Recommend Riparian above 30 inches\")","v":""}]
[null,null,null,"    from wetland to riparian species (recommend 30 inches)"]
[]
[null,null,null,"B) Depth above permanent pool where vegetation transitions",null,null,null,null,null,null,"DUpland =",null,"in",{"$f":"IF(OR(RP_Vegetation_Dupland=\"\",RP_Vegetation_Dupland>=30),\"\",\n\"Recommend Upland above 30 inches\")","v":""}]
[null,null,null,"    from riparian to upland species (recommend 30 inches to 5 feet)"]
[]
[null,null,null,"C) Has a landscape/vegetation management plan been developed?",null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(RP_Vegetation=\"NO\",RP_Vegetation=\"N/A\"),\"Explain why below\",\"\")","v":""}]
[]
[null,null,null,"D) Describe vegetation/landscaping considerations:"]
[null,null,null,"  - Specify plants that support the water quality function of the RP?"]
[null,null,null,"     (e.g. wetland, wetland fringe, riparian, upland, trees)"]
[null,null,null,"  - Include species that tolerate moderate periods of inundation?"]
[null,null,null,"  - Consider soil assessment, preparation, and erosion mitigation?"]
[null,null,null,"  - Include plants that enhance within context of the site?"]
[null,null,null,"  - Address alternative hydraulic regimes?"]
[null,null,null,"  - Consider required maintenance activities and intervals?"]
[null,null,null,"  - Consider short and long-term irrigation needs?"]
[]
[]
[null,null,"8.  Outlet"]
[]
[]
[null,null,null,"A) Minimum dimension of opening in water quality orifice plate based",null,null,null,null,null,null,"Orifice DMin =",null,"in",{"$f":"IF(RP_OrificeD_min=\"\",\"\",\nIF(RP_OrificeD_min<1.25,\"Well Screen necessary to protect small orifice opening\",\nIF(RP_OrificeD_min<2.5,\"Consider specifying a bar grate instead of a well screen\",\n\"Use bar grate (not a well screen)\")))","v":""}]
[null,null,null,"    on 12-hour drain time and hydrograph routing in MHFD-Detention."]
[]
[null,null,null,"B) Describe orifice plate configuration including:"]
[null,null,null,"     - number of openings (recommend 2)"]
[null,null,null,"     - when EURV included (recommend 3 openings)"]
[null,null,null,"     - orientation of openings (recommend vertical alignment)"]
[null,null,null,"     - shape of openings (circular vs. rectangular)"]
[]
[null,null,null,"C) Trash Rack Type",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(RP_OrificeD_min=\"\",RP_TrashRackType=\"\"),\"\",\nIF(OR(RP_TrashRackType=\"Other\",RP_TrashRackType=\"None\"),\"Please describe below\",\nIF(AND(RP_OrificeD_min<1.25,OR(RP_TrashRackType=\"Bar Grating\",RP_TrashRackType=\"Bar Grating & Trash Deflectors\")),\"Well Screen Necessary\",\nIF(AND(RP_OrificeD_min>2.5,OR(RP_TrashRackType=\"Well Screen\",RP_TrashRackType=\"Well Screen & Bar Grating\")),\"Frequent Maintenance Required\",\"\"))))","v":""}]
[]
[null,null,null,"D) Trash Rack Configuration",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(RP_TrashRackConfig=\"Other\",RP_TrashRackConfig=\"None\"),\"Please describe below\",\"\")","v":""}]
[]
[null,null,null,"E) Trash Rack Depth below Permanent Pool (min. 28\" recommended)",null,null,null,null,null,null,"DTrash Rack =",null,"in",{"$f":"IF(OR(RP_TrashRackDepth=\"\",RP_TrashRackDepth>=28),\"\",\n\"Recommend depth of 28 inches\")","v":""}]
[]
[]
[]
[]
[]
[]
[]
[null,null,"9. Emergency Spillway and Overflow Embankment"]
[]
[null,null,null,"A) Describe spillway configuration, spillway capacity, and"]
[null,null,null,"    embankment protection."]
[]
[]
[]
[null,null,"10. Pond Drain for Maintenance"]
[]
[null,null,null,"A) Describe method to drain pond for maintenance needs"]
[null,null,null,"    (e.g., underdrain or drywell with valved pipe connection)"]
[]
[]
[]
[null,null,"11.  Maintenance Access"]
[]
[null,null,null,"A) Has a maintenance plan that includes the following been developed?",null,null,null,null,null,null,null,null,null,{"$f":"IF(RP_MaintenancePlan=\"NO\",\"Need to ensure long-term maintenance\",\"\")","v":""}]
[null,null,null,"  - cleaning sediment and debris from forebays (elevated)"]
[null,null,null,"  - periodic removal of sediment from pond bottom"]
[null,null,null,"  - maintain depth to prevent algae growth"]
[null,null,null,"  - pond dewatering method and equipment"]
[null,null,null,"  - nearby area to spread out and drain wet sediments"]
[]
[null,null,null,"B) Describe maintenance access into forebay(s) and area adjacent"]
[null,null,null,"    to and within outlet structure:"]
[null,null,null,"  - minimum access path width of 10 feet"]
[null,null,null,"  - maximum 10% grade for haul road surface"]
[null,null,null,"  - maximum 20% grade for skid-loader and backhoe access"]
[null,null,null,"  - cross-slope of 2% for access path"]
[null,null,null,"  - stabilized access materials (concrete, block, grid, reinforced turf)"]
[null,null,null,"  - access stairs inside outlet structure"]
[]
[]
[null,null,null,"Notes:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"HIDE THESE ROWS",null,null,"RP_Baseflow_List",null,"RP_YesNo_List",null,"RP_SheetConc_List",null,"RP_SheetInflow_List",null,"RP_SpreaderBlind_List",null,"RP_SpreaderDissipation_List",null,null,null,null,"RP_ConcentratedInflow_List",null,null,"RP_Downspout_CurbDissipation_List",null,null,null,"RP_SwaleDissipation_List",null,null,"RP_Forebay_List",null,null,"RP_TrashRackType_List",null,null,"RP_TrashRackConfig_List",null,null,"RP_YesNoNA_List"]
[null,null,null,null,null,"Groundwater",null,"YES",null,"Sheet",null,"Curbless",null,"Curb",null,"Space",null,null,null,null,"Downspout",null,null,"Concrete",null,null,null,"Vegetation",null,null,"None",null,null,"Well Screen",null,null,"Vertical",null,null,"YES"]
[null,null,null,null,null,"Dry-Weather Baseflow",null,"NO",null,"Conc",null,"Slotted",null,"Vegetated",null,"Angle ",null,null,null,null,"Curb",null,null,"Rock",null,null,null,"Riprap",null,null,"Pad",null,null,"Well Screen & Bar Grating",null,null,"Flush Sloping",null,null,"NO"]
[null,null,null,null,null,"In Process",null,null,null,null,null,"Spreader",null,"Concrete",null,"Boulder",null,null,null,null,"Swale",null,null,"Other",null,null,null,"Impact",null,null,"Forebay",null,null,"Bar Grating",null,null,"Other",null,null,"N/A"]
[null,null,null,null,null,"Other",null,null,null,null,null,"Other",null,"Rock-Lined",null,"Concrete",null,null,null,null,"Pipe",null,null,"None",null,null,null,"Other",null,null,null,null,null,"Bar Grating & Trash Deflectors",null,null,"None"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Other",null,"Wall",null,null,null,null,"Other",null,null,null,null,null,null,"None",null,null,null,null,null,"Other"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"None",null,"Other",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"None"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"None"]

{"sheet":"CWP","index":11,"n_rows":267,"n_cols":41,"rows_kept":267,"cut":false,"hidden":true,"merged":[[24,10,24,16],[1,1,1,17],[2,6,2,13],[3,4,3,14],[4,4,4,14],[5,4,5,14],[6,4,6,14],[7,4,7,14],[8,4,8,14],[13,10,13,12],[21,3,22,8],[23,10,23,16],[25,10,25,16],[26,10,26,16],[54,9,54,16],[55,9,55,16],[56,9,56,16],[30,13,31,16],[57,9,57,16],[58,9,58,16],[68,9,68,16],[69,9,69,16],[70,9,70,16],[71,9,71,16],[87,9,87,16],[88,9,88,16],[148,10,148,16],[149,10,149,16],[84,9,84,16],[85,9,85,16],[86,9,86,16],[72,9,72,16],[162,10,162,16],[150,10,150,16],[107,10,107,16],[138,10,138,16],[139,10,139,16],[108,10,108,16],[109,10,109,16],[110,10,110,16],[136,10,136,16],[137,10,137,16],[202,10,202,16],[151,3,152,7],[151,10,151,16],[187,10,187,16],[159,10,159,16],[160,10,160,16],[161,10,161,16],[172,13,173,16],[175,10,175,16],[176,10,176,16],[177,10,177,16],[178,10,178,16],[179,10,179,16],[181,10,181,12],[183,10,183,12],[158,10,158,16],[228,2,228,16],[229,2,229,16],[230,2,230,16],[204,10,204,16],[216,10,216,16],[218,10,218,16],[219,10,219,16],[223,10,223,16],[226,4,226,16],[211,10,211,16],[212,10,212,16],[213,10,213,16],[214,10,214,16],[163,10,163,16],[164,10,164,16],[165,10,165,16],[166,10,166,16],[227,2,227,16],[203,10,203,16],[188,10,188,16],[189,10,189,16],[190,10,190,16],[193,10,193,16],[194,10,194,16],[195,10,195,16],[196,10,196,16],[197,10,197,16],[200,10,200,16],[201,10,201,16]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected",null,null,null,null,"Runoff Reduction (ft3)",{"$f":"CWP_RunoffReduction","v":""}]
[null,"Constructed Wetland Pond (CWP)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WQCV Treated (ft3)",{"$f":"CWP_WQCV_design","v":0}]
[null,null,null,null,null,null,{"$f":"Version_Release","v":"SCM Design, Version 4.02 (June 2025)"}]
[null,null,"Designer:",null,{"$f":"IF(WQ_Designer=\"\",\"\",WQ_Designer)","v":""}]
[null,null,"Company:",null,{"$f":"IF(WQ_Company=\"\",\"\",WQ_Company)","v":""}]
[null,null,"Date:",null,{"$f":"NOW()","v":"2025-06-24T15:49:48.550"}]
[null,null,"Project:",null,{"$f":"IF(WQ_Project=\"\",\"\",WQ_Project)","v":""}]
[null,null,"Location:",null,{"$f":"IF(WQ_Location=\"\",\"\",WQ_Location)","v":""}]
[null,null,"Outfall ID:"]
[]
[]
[null,null,"1. Site Assessment Considerations Related to Baseflow"]
[]
[null,null,null,"A) How is the permanent pool elevation maintained year round?"]
[]
[null,null,null,"B) Have water rights been obtained to store water?",null,null,null,null,null,null,null,null,null,{"$f":"IF(CWP_Baseflow_rights=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,"C) Is a \"pond well\" permit required due to exposed groundwater?",null,null,null,null,null,null,null,null,null,{"$f":"IF(CWP_Baseflow_permit=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,"D) Will pond be lined to limit exfiltration rates?",null,null,null,null,null,null,null,null,null,{"$f":"IF(CWP_Baseflow_liner=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[null,null,null,{"$f":"IF(CWP_Baseflow_source=\"Groundwater\",\"E) Has water budget been developed to verify that the baseflow will exceed evaporation, and evapotranspiration?\",\"E) Has water budget been developed to verify that the baseflow will exceed evaporation, evapotranspiration, and seepage losses?\")","v":"E) Has water budget been developed to verify that the baseflow will exceed evaporation, evapotranspiration, and seepage losses?"},null,null,null,null,null,null,null,null,null,{"$f":"IF(CWP_Baseflow_budget=\"NO\",\"Explain why not below\",\"\")","v":""}]
[]
[]
[null,null,null,"F) Description:"]
[]
[]
[]
[]
[null,null,"2. Inlet and Forebay"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(CWP_RPA=\"\",\"\",IF(CWP_RPA=\"YES\",\"Define inflow points for all areas tributary to the SCM on the paired RPA worksheet.\",\"Define inflow points for all areas tributary to the SCM below.\"))","v":""}]
[null,null,null,"A) Is RPA (GB/GS) used for Runoff Reduction upstream of SCM?"]
[null,null,null,null,null,null,null,null,null,null,{"$f":"IF(CWP_RPA=\"YES\",\"Paired Inflows Worksheet Name:\",\"\")","v":""}]
[null,null,null,"B) Inflow Points contributing to SCM (max 8)"]
[null,null,null,null,null,null,null,null,"Inflow Design Point ID"]
[null,null,null,null,null,null,null,null,"Tributary Area to Inflow Point (ft2)"]
[null,null,null,null,null,null,null,null,"Imperviousness above Inflow Point (%)"]
[null,null,null,null,null,null,null,null,"Default WQCV for Inflow Point (ft3)",{"$f":"IF(OR(J35=\"\",J36=\"\",J37=\"\"),\"\",\n(0.9*(0.91*(J37^3)-1.19*(J37^2)+0.78*(J37))/12)*J36)","v":""},{"$f":"IF(OR(K35=\"\",K36=\"\",K37=\"\"),\"\",\n(0.9*(0.91*(K37^3)-1.19*(K37^2)+0.78*(K37))/12)*K36)","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Optional Override WQCV for Inflow Point (ft3)"]
[null,null,null,null,null,null,null,null,"WQCV Reduction above Inflow Point (ft3)"]
[null,null,null,null,null,null,null,null,"Remaining WQCV at Inflow Point (ft3)",{"$f":"IF(J38=\"\",\"\",\nIF(J39<>\"\",IF(J39-J40<0,0,J39-J40),\nIF(J38-J40<0,0,J38-J40)))","v":""},{"$f":"IF(K38=\"\",\"\",\nIF(K39<>\"\",IF(K39-K40<0,0,K39-K40),\nIF(K38-K40<0,0,K38-K40)))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Will pretreatment be provided with a Sedimentation MTD (HDS)"]
[null,null,null,null,null,null,null,null,"Paired Pretreatment HDS Worksheet Name"]
[null,null,null,null,null,null,null,null,"Sheet or Concentrated Flow"]
[]
[null,null,null,"C) Sheet Flow"]
[null,null,null,null,null,null,null,null,"Select sheet flow inflow feature"]
[null,null,null,null,null,null,null,null,"Is Concrete Edger used?"]
[null,null,null,null,null,null,null,null,"Spacing between slots, recommend ≤ 2 ft on center (ft)"]
[null,null,null,null,null,null,null,null,"Slot Opening Length, recommend 1.5 (in)"]
[null,null,null,null,null,null,null,null,"Select type of blind swale used to distribute flow"]
[null,null,null,null,null,null,null,null,"Select energy dissipation method for level spreader"]
[null,null,null,null,null,null,null,null,"Height of drop, recommend 2 to 3 (in)"]
[null,null,null,null,null,null,null,null,"Is concrete mowing strip provided to facilitate maintenance?"]
[]
[]
[]
[]
[]
[]
[null,null,null,"D) Concentrated Flow"]
[null,null,null,null,null,null,null,null,"Select concentrated flow inflow feature"]
[null,null,null,null,null,null,null,null,"Is downspout extension needed to bridge backfill zone?"]
[null,null,null,null,null,null,null,null,"Depth of gutter flow line depression for curb opening, recommend 3 (in)"]
[null,null,null,null,null,null,null,null,"Curb opening inlet width (ft)",{"$f":"IF(J62=\"\",\"\",IF(J62=\"--\",\"--\",IF(J62<>\"Curb\",\"--\",IF(J64=\"\",\"\",\nIF(J36<4356,2,IF(J36<=10890,3,IF(J36<=21780,4,\"Multiple\")))))))","v":""},"","","","","","",""]
[null,null,null,null,null,null,null,null,"Height of drop to sediment pad/forebay, recommend ≥ 1 (in)"]
[null,null,null,null,null,null,null,null,"Select energy dissipation method for downspouts and/or curb openings."]
[null,null,null,null,null,null,null,null,"Select energy dissipation method for swales, channels, and piped outfalls"]
[]
[]
[]
[]
[]
[]
[null,null,null,"    v) Forebay"]
[null,null,null,null,null,null,null,null,"Impervious area tributary to concentrated inflow location (ft2)",{"$f":"IF(OR(J36=\"\",J37=\"\",J62=\"\"),\"\",\nIF(OR(J62=\"--\",J62=\"Downspout\"),\"--\",J36*J37))","v":""},"","","","","","",""]
[null,null,null,null,null,null,null,null,"Forebay Type (Concrete Sediment Pad sufficient for Imp Area ≤ 2 acre)"]
[null,null,null,null,null,null,null,null,"Minimum Forebay Volume (ft3)",{"$f":"IF(OR(J41=\"\",J76=\"\",J77=\"\"),\"\",\nIF(OR(J76=\"--\",J77=\"None\",J77=\"Pad\"),\"--\",0.01*J41))","v":""},{"$f":"IF(OR(K41=\"\",K76=\"\",K77=\"\"),\"\",\nIF(OR(K76=\"--\",K77=\"None\",K77=\"Pad\"),\"--\",0.01*K41))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Design Forebay Volume (ft3)"]
[null,null,null,null,null,null,null,null,"Maximum Forebay Depth (in)",{"$f":"IF(OR(J76=\"\",J77=\"\"),\"\",\nIF(OR(J76=\"--\",J77=\"None\",J77=\"Pad\"),\"--\",\nIF(J76/43560<=2,\"--\",\nIF(J76/43560<=5,15,\nIF(J76/43560<=10,18,\nIF(J76/43560<=20,24,30))))))","v":""},{"$f":"IF(OR(K76=\"\",K77=\"\"),\"\",\nIF(OR(K76=\"--\",K77=\"None\",K77=\"Pad\"),\"--\",\nIF(K76/43560<=2,\"--\",\nIF(K76/43560<=5,15,\nIF(K76/43560<=10,18,\nIF(K76/43560<=20,24,30))))))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Design Forebay Depth (in)"]
[null,null,null,null,null,null,null,null,"Rectangular Weir Notch Width to Empty Forebay in 5-minutes (in)",{"$f":"IF(OR(J76=\"\",J78=\"\",J81=\"\"),\"\",\nIF(OR(J76=\"--\",J78=\"--\",J81=\"--\"),\"--\",\n9.23*(J78/(J81/12)/(5*60))*(1/(SQRT(J81/12)))))","v":""},{"$f":"IF(OR(K76=\"\",K78=\"\",K81=\"\"),\"\",\nIF(OR(K76=\"--\",K78=\"--\",K81=\"--\"),\"--\",\n9.23*(K78/(K81/12)/(5*60))*(1/(SQRT(K81/12)))))","v":""},"","","","","",""]
[null,null,null,null,null,null,null,null,"Design Notch Width (in)"]
[null,null,null,null,null,null,null,null,"Forebay Drain Time (minutes)",{"$f":"IF(OR(J76=\"\",J78=\"\",J81=\"\",J83=\"\"),\"\",\nIF(OR(J76=\"--\",J83=\"--\"),\"--\",\n9.23*(J78/(J81/12)/(J83*60))*(1/(SQRT(J81/12)))))","v":""},{"$f":"IF(OR(K76=\"\",K78=\"\",K81=\"\",K83=\"\"),\"\",\nIF(OR(K76=\"--\",K83=\"--\"),\"--\",\n9.23*(K78/(K81/12)/(K83*60))*(1/(SQRT(K81/12)))))","v":""},"","","","","",""]
[]
[]
[]
[]
[]
[]
[]
[null,null,"3.  Design Storage Volume",null,null,null,null,null,null,null,"Inflow Points above should be fully defined before proceeding below"]
[]
[null,null,null,"A) Total Tributary Area (including constructed wetland pond area)",null,null,null,null,null,null,"Area =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,2,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft2",null,null,"Total Tributary Inflow Area (ft2)",{"$f":"IF(SUM(CWP_InflowArea)=0,\"\",SUM(CWP_InflowArea))","v":""}]
[null,null,null,null,null,null,null,null,null,null,"Area =",{"$f":"IF(CWP_Trib_Area=\"\",\"\",CWP_Trib_Area/43560)","v":""},"ac",null,null,"CWP Footprint Area (ft2)",{"$f":"IF(OR(CWP_Trib_Area=\"\",Q94=\"\"),\"\",CWP_Trib_Area-Q94)","v":""}]
[]
[null,null,null,"B) Imperviousness of Tributary Area",null,null,null,null,null,null,"i =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,4,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"%"]
[]
[null,null,null,"C) Default WQCV (or optional Override WQCV)",null,null,null,null,null,null,"VWQCV Default =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,15,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft3"]
[null,null,null,null,null,null,null,null,null,null,"VWQCV Override =",{"$f":"IFERROR(IF(INDEX('Site Layout'!E14:DA29,16,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0))=\"\",\"\",INDEX('Site Layout'!E14:DA29,16,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0))),\"\")","v":""},"ft3"]
[]
[null,null,null,"D) WQCV Reduction resulting from Upstream RPA (GB/GS)",null,null,null,null,null,null,"WQCV Reduction =",{"$f":"IF(CWP_WQCV_Default=\"\",\"\",SUM(J40:Q40))","v":""},"ft3"]
[]
[null,null,null,"E) Remaining WQCV",null,null,null,null,null,null,"VWQCV Remaining =",{"$f":"IF(CWP_WQCV_Default=\"\",\"\",\nIF(CWP_WQCV_Override<>\"\",IF(CWP_WQCV_Override-CWP_RunoffReduction<0,0,CWP_WQCV_Override-CWP_RunoffReduction),\nIF(CWP_WQCV_Default-CWP_RunoffReduction<0,0,CWP_WQCV_Default-CWP_RunoffReduction)))","v":""},"ft3"]
[]
[null,null,null,"F) Design WQCV (actual design geometry above permanent pool)",null,null,null,null,null,null,"VWQCV Design =",null,"ft3",{"$f":"IF(OR(CWP_WQCV_Remaining=\"\",CWP_WQCV_design=\"\"),\"\",\nIF(CWP_WQCV_design<CWP_WQCV_Remaining,\"Design WQCV < Required WQCV\",\"\"))","v":""}]
[]
[null,null,null,"G) Describe additional storage volume provided (e.g. EURV/100yr)"]
[null,null,null,"     above the permanent pool volume."]
[]
[]
[]
[]
[null,null,"4.  Permanent Pool Volume"]
[]
[null,null,null,"A)  Minimum Permanent Pool Volume (75% of WQCV)",null,null,null,null,null,null,"VPermanent Pool Minimum =",{"$f":"IF(OR(CWP_WQCV_Remaining=\"\",CWP_WQCV_design=\"\"),\"\",0.75*MAX(CWP_WQCV_Remaining,CWP_WQCV_design))","v":""},"ft3"]
[]
[null,null,null,"B) Design Permanent Pool Volume",null,null,null,null,null,null,"VPermanent Pool Design =",null,"ft3",{"$f":"IF(OR(CWP_Vpermanent_min=\"\",CWP_Vpermanent=\"\"),\"\",\nIF(CWP_Vpermanent<CWP_Vpermanent_min,\"Design Volume < Minimum Volume\",\"\"))","v":""}]
[]
[]
[]
[null,null,"5.  Pond Geometry and Features"]
[]
[null,null,null,"A) Basin Length-to-Width Ratio",null,null,null,null,null,null,"RL/W =",null,null,{"$f":"IF(CWP_LWratio=\"\",\"\",\nIF(CWP_LWratio<2,\"Minimum recommended L/W Ratio is 2\",\"\"))","v":""}]
[]
[null,null,null,"B) Is there a Wetland Safety Bench that extends around the ",null,null,null,null,null,null,null,null,null,{"$f":"IF(CWP_Bench=\"NO\", \"Explain why not below\",\"\")","v":""}]
[null,null,null,"    full perimeter of the open water pond?"]
[]
[null,null,null,"C) Forebay, Outlet, and Open Water Surface Areas"]
[null,null,null,"    i) Percent of Pond Surface Area (recommend 30% to 50%)",null,null,null,null,null,null,"% Area Open Water =",null,"%",{"$f":"IF(CWP_Area_OpenWater=\"\",\"\",\nIF(OR(CWP_Area_OpenWater<0.3,CWP_Area_OpenWater>0.5),\"Outside Recommended Range\",\"\"))","v":""}]
[null,null,null,"    ii) Max. Design Water Depth (recommend 2 to 4 feet)",null,null,null,null,null,null,"DOpen Water =",null,"ft",{"$f":"IF(CWP_Depth_OpenWater=\"\",\"\",\nIF(OR(CWP_Depth_OpenWater<2,CWP_Depth_OpenWater>4),\"Outside Recommended Range\",\"\"))","v":""}]
[]
[null,null,null,"D) Wetland Zones with Emeregent Vegetation"]
[null,null,null,"    i) Percent of Pond Surface Area (recommend 50% to 70%)",null,null,null,null,null,null,"% Area Wetland =",null,"%",{"$f":"IF(CWP_Area_Wetland=\"\",\"\",\nIF(OR(CWP_Area_Wetland<0.5,CWP_Area_Wetland>0.7),\"Outside Recommended Range\",\"\"))","v":""}]
[null,null,null,"    ii) Max. Design Water Depth (recommend 6 to 12 inches)",null,null,null,null,null,null,"DWetland =",null,"in",{"$f":"IF(CWP_Depth_Wetland=\"\",\"\",\nIF(OR(CWP_Depth_Wetland<6,CWP_Depth_Wetland>12),\"Outside Recommended Range\",\"\"))","v":""}]
[]
[null,null,null,"E) Discuss how the design considered community values"]
[]
[]
[]
[]
[]
[null,null,"6.  Side Slopes"]
[]
[null,null,null,"A) Max. Side Slope above safety bench (Z = 4:1 or flatter)",null,null,null,null,null,null,"ZAbove Bench =",null,"ft / ft",{"$f":"IF(OR(CWP_Z_above=\"\",CWP_Z_above>=4),\"\",\nIF(CWP_Z_above=0,\"Walls discouraged due to access concerns\",\"Steeper than 4:1 above Safety Bench\"))","v":""}]
[]
[null,null,null,"B) Max Side Slope below safety bench (Z = 3:1 or flatter)",null,null,null,null,null,null,"ZBelow Bench =",null,"ft / ft",{"$f":"IF(OR(CWP_Z_below=\"\",CWP_Z_below>=3),\"\",\nIF(CWP_Z_below=0,\"Walls discouraged due to access concerns\",\"Steeper than 3:1 below Safety Bench\"))","v":""}]
[]
[null,null,null,"C) Describe additional variations in slope"]
[]
[]
[null,null,null,"When designing the pond slopes, consider requirements for access and vegetation management."]
[]
[]
[null,null,"7.  Vegetation"]
[]
[null,null,null,"A) Has a landscape/vegetation management plan been developed?",null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(CWP_Vegetation=\"NO\",CWP_Vegetation=\"N/A\"),\"Explain why below\",\"\")","v":""}]
[]
[null,null,null,"B) Describe vegetation/landscaping considerations:"]
[null,null,null,"  - Specify plants that support the water quality function of the RP?"]
[null,null,null,"     (e.g. wetland, wetland fringe, riparian, upland, trees)"]
[null,null,null,"  - Include species that tolerate moderate periods of inundation?"]
[null,null,null,"  - Consider soil assessment, preparation, and erosion mitigation?"]
[null,null,null,"  - Include plants that enhance within context of the site?"]
[null,null,null,"  - Address alternative hydraulic regimes?"]
[null,null,null,"  - Consider required maintenance activities and intervals?"]
[null,null,null,"  - Consider short and long-term irrigation needs?"]
[]
[]
[null,null,"8.  Outlet"]
[]
[]
[null,null,null,"A) Minimum dimension of opening in water quality orifice plate based",null,null,null,null,null,null,"Orifice DMin =",null,"in",{"$f":"IF(CWP_OrificeD_min=\"\",\"\",\nIF(CWP_OrificeD_min<1.25,\"Well Screen necessary to protect small orifice opening\",\nIF(CWP_OrificeD_min<2.5,\"Consider specifying a bar grate instead of a well screen\",\n\"Use bar grate (not a well screen)\")))","v":""}]
[null,null,null,"    on 24-hour drain time and hydrograph routing in MHFD-Detention."]
[]
[null,null,null,"B) Describe orifice plate configuration including:"]
[null,null,null,"     - number of openings (recommend 2)"]
[null,null,null,"     - when EURV included (recommend 3 openings)"]
[null,null,null,"     - orientation of openings (recommend vertical alignment)"]
[null,null,null,"     - shape of openings (circular vs. rectangular)"]
[]
[null,null,null,"C) Trash Rack Type",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(CWP_OrificeD_min=\"\",CWP_TrashRackType=\"\"),\"\",\nIF(OR(CWP_TrashRackType=\"Other\",CWP_TrashRackType=\"None\"),\"Please describe below\",\nIF(AND(CWP_OrificeD_min<1.25,OR(CWP_TrashRackType=\"Bar Grating\",CWP_TrashRackType=\"Bar Grating & Trash Deflectors\")),\"Well Screen Necessary\",\nIF(AND(CWP_OrificeD_min>2.5,OR(CWP_TrashRackType=\"Well Screen\",CWP_TrashRackType=\"Well Screen & Bar Grating\")),\"Frequent Maintenance Required\",\"\"))))","v":""}]
[]
[null,null,null,"D) Trash Rack Configuration",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(CWP_TrashRackConfig=\"Other\",CWP_TrashRackConfig=\"None\"),\"Please describe below\",\"\")","v":""}]
[]
[null,null,null,"E) Trash Rack Depth below Permanent Pool (min. 28\" recommended)",null,null,null,null,null,null,"DTrash Rack =",null,"in",{"$f":"IF(OR(CWP_TrashRackDepth=\"\",CWP_TrashRackDepth>=28),\"\",\n\"Recommend depth of 28 inches\")","v":""}]
[]
[]
[]
[]
[]
[]
[]
[null,null,"9. Emergency Spillway and Overflow Embankment"]
[]
[null,null,null,"A) Describe spillway configuration, spillway capacity, and"]
[null,null,null,"    embankment protection."]
[]
[]
[]
[null,null,"10. Pond Drain for Maintenance"]
[]
[null,null,null,"A) Describe method to drain pond for maintenance needs"]
[null,null,null,"    (e.g., underdrain or drywell with valved pipe connection)"]
[]
[]
[]
[null,null,"11.  Maintenance Access"]
[]
[null,null,null,"A) Has a maintenance plan that includes the following been developed?",null,null,null,null,null,null,null,null,null,{"$f":"IF(CWP_MaintenancePlan=\"NO\",\"Need to ensure long-term maintenance\",\"\")","v":""}]
[null,null,null,"  - cleaning sediment and debris from forebays (elevated)"]
[null,null,null,"  - periodic removal of sediment from pond bottom"]
[null,null,null,"  - pond dewatering method and equipment"]
[null,null,null,"  - nearby area to spread out and drain wet sediments"]
[]
[]
[null,null,null,"B) Describe maintenance access into forebay(s) and area adjacent"]
[null,null,null,"    to and within outlet structure:"]
[null,null,null,"  - minimum access path width of 10 feet"]
[null,null,null,"  - maximum 10% grade for haul road surface"]
[null,null,null,"  - maximum 20% grade for skid-loader and backhoe access"]
[null,null,null,"  - cross-slope of 2% for access path"]
[null,null,null,"  - stabilized access materials (concrete, block, grid, reinforced turf)"]
[null,null,null,"  - access stairs inside outlet structure"]
[]
[]
[null,null,null,"Notes:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"HIDE THESE ROWS",null,null,"CWP_Baseflow_List",null,"CWP_YesNo_List",null,"CWP_SheetConc_List",null,"CWP_SheetInflow_List",null,"CWP_SpreaderBlind_List",null,"CWP_SpreaderDissipation_List",null,null,null,null,"CWP_ConcentratedInflow_List",null,null,"CWP_Downspout_CurbDissipation_List",null,null,null,"CWP_SwaleDissipation_List",null,null,"CWP_Forebay_List",null,null,null,"CWP_TrashRackType_List",null,null,"CWP_TrashRackConfig_List",null,null,"CWP_YesNoNA_List"]
[null,null,null,null,null,"Groundwater",null,"YES",null,"Sheet",null,"Curbless",null,"Curb",null,"Space",null,null,null,null,"Downspout",null,null,"Concrete",null,null,null,"Vegetation",null,null,"None",null,null,null,"Well Screen",null,null,"Vertical",null,null,"YES"]
[null,null,null,null,null,"Dry-Weather Baseflow",null,"NO",null,"Conc",null,"Slotted",null,"Vegetated",null,"Angle ",null,null,null,null,"Curb",null,null,"Rock",null,null,null,"Riprap",null,null,"Pad",null,null,null,"Well Screen & Bar Grating",null,null,"Flush Sloping",null,null,"NO"]
[null,null,null,null,null,"In Process",null,null,null,null,null,"Spreader",null,"Concrete",null,"Boulder",null,null,null,null,"Swale",null,null,"Other",null,null,null,"Impact",null,null,"Forebay",null,null,null,"Bar Grating",null,null,"Other",null,null,"N/A"]
[null,null,null,null,null,"Other",null,null,null,null,null,"Other",null,"Rock-Lined",null,"Concrete",null,null,null,null,"Pipe",null,null,"None",null,null,null,"Other",null,null,null,null,null,null,"Bar Grating & Trash Deflectors",null,null,"None"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Other",null,"Wall",null,null,null,null,"Other",null,null,null,null,null,null,"None",null,null,null,null,null,null,"Other"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"None",null,"Other",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"None"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"None"]

{"sheet":"HRMF","index":12,"n_rows":243,"n_cols":26,"rows_kept":243,"cut":false,"hidden":true,"merged":[[167,10,167,16],[168,10,168,16],[158,10,158,16],[159,10,159,16],[160,10,160,16],[161,10,161,16],[165,10,165,16],[142,10,142,16],[143,10,143,16],[144,10,144,16],[145,10,145,16],[166,10,166,16],[118,10,118,16],[130,10,130,16],[131,10,131,16],[132,10,132,16],[133,10,133,16],[112,10,112,16],[113,10,113,16],[115,10,115,16],[116,10,116,16],[117,10,117,16],[1,1,1,17],[2,6,2,13],[3,4,3,14],[4,4,4,14],[5,4,5,14],[6,4,6,14],[7,4,7,14],[8,4,8,14],[67,10,67,16],[68,10,68,16],[59,10,59,16],[60,10,60,16],[61,10,61,16],[69,10,69,16],[70,10,70,16],[79,10,79,16],[80,10,80,16],[81,10,81,16],[82,10,82,16],[183,2,183,16],[184,2,184,16],[180,4,180,16],[181,2,181,16],[182,2,182,16],[175,10,175,16],[176,10,176,16],[177,10,177,16],[178,10,178,16],[93,10,93,16],[94,10,94,16],[95,10,95,16],[96,10,96,16],[110,10,110,16],[111,10,111,16]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected",null,null,null,null,"Runoff Reduction (ft3)"]
[null,"Filtration Manufactured Treatment Device (Filtration MTD) - High Rate Media Filtration (HRMF)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WQCV Treated (ft3)",{"$f":"IF(HRMF_MTD_Selected=\"YES\",\"YES\",\"NO\")","v":"NO"}]
[null,null,null,null,null,null,{"$f":"Version_Release","v":"SCM Design, Version 4.02 (June 2025)"}]
[null,null,"Designer:",null,{"$f":"IF(WQ_Designer=\"\",\"\",WQ_Designer)","v":""}]
[null,null,"Company:",null,{"$f":"IF(WQ_Company=\"\",\"\",WQ_Company)","v":""}]
[null,null,"Date:",null,{"$f":"NOW()","v":"2025-06-24T15:49:48.550"}]
[null,null,"Project:",null,{"$f":"IF(WQ_Project=\"\",\"\",WQ_Project)","v":""}]
[null,null,"Location:",null,{"$f":"IF(WQ_Location=\"\",\"\",WQ_Location)","v":""}]
[null,null,"Outfall ID:"]
[]
[]
[null,null,"Inflows and Pretreatment"]
[null,null,null,"A) Inflow Points contributing to SCM (max 8)"]
[null,null,null,null,null,null,null,null,"Inflow Design Point ID"]
[null,null,null,null,null,null,null,null,"Tributary Area to Inflow Point (ft2)"]
[null,null,null,null,null,null,null,null,"Imperviousness above Inflow Point (%)"]
[null,null,null,null,null,null,null,null,"Will pretreatment be provided with a Sedimentation MTD (HDS)"]
[null,null,null,null,null,null,null,null,"Paired Pretreatment HDS Worksheet Name"]
[]
[null,null,null,"B) Contributing Watershed Area (including MTD area)",null,null,null,null,null,null,"Area =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,2,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft2",null,null,"Total Tributary Inflow Area (ft2)",{"$f":"IF(SUM(HRMF_InflowArea)=0,\"\",SUM(HRMF_InflowArea))","v":""}]
[null,null,null,null,null,null,null,null,null,null,"Area =",{"$f":"IF(HRMF_Trib_Area=\"\",\"\",HRMF_Trib_Area/43560)","v":""},"ac",null,null,"HRMF Footprint Area (ft2)",{"$f":"IF(OR(HRMF_Trib_Area=\"\",Q20=\"\"),\"\",HRMF_Trib_Area-Q20)","v":""}]
[]
[null,null,null,"C) Imperviousness of Tributary Area",null,null,null,null,null,null,"i =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,4,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"%"]
[]
[]
[null,null,"1.  Calculate the water quality event peak flow rate, WQPF"]
[]
[null,null,null,"A) Select the Runoff Method used to calculate WQPF",null,null,null,null,null,null,"Runoff Method ="]
[]
[null,null,null,"B) General Catchment Parameters"]
[null,null,null,"    i) Water Quality Event (from Site Layout worksheet)",null,null,null,null,null,null,"WQE =",{"$f":"IF(WQE=\"\",\"\",WQE)","v":0.6},"in"]
[null,null,null,"    ii) Subcatchment Area",null,null,null,null,null,null,"Area =",{"$f":"IF(HRMF_Trib_Area=\"\",\"\",HRMF_Trib_Area)","v":""},"ft2",{"$f":"IF(OR(HRMF_RunoffMethod=\"\",HRMF_Trib_Area=\"\"),\"\",\nIF(AND(HRMF_RunoffMethod=\"Rational\",HRMF_Trib_Area/43560>90),\"Area > 90 acres, Use CUHP\",\nIF(AND(HRMF_RunoffMethod=\"CUHP\",HRMF_Trib_Area/43560>160),\"Area > 160 acres, Subdivide Catchment\",\"\")))","v":""}]
[null,null,null,"    iii) Subcatchment Imperviousness",null,null,null,null,null,null,"Imperviousness =",{"$f":"IF(HRMF_Imp=\"\",\"\",HRMF_Imp)","v":""},"%"]
[null,null,null,"    iv) Percentage Hydrologic Soil Group A",null,null,null,null,null,{"$f":"IF(OR(HRMF_Pct_A=\"\",HRMF_Pct_B=\"\",HRMF_Pct_CD=\"\"),\"\",\nHRMF_Pct_A*Fi_A+HRMF_Pct_B*Fi_B+HRMF_Pct_CD*Fi_CD)","v":""},"HSG A =",null,"%"]
[null,null,null,"    v) Percentage Hydrologic Soil Group B",null,null,null,null,null,{"$f":"IF(OR(HRMF_Pct_A=\"\",HRMF_Pct_B=\"\",HRMF_Pct_CD=\"\"),\"\",\nHRMF_Pct_A*decay_A+HRMF_Pct_B*decay_B+HRMF_Pct_CD*decay_CD)","v":""},"HSG B =",null,"%"]
[null,null,null,"    vi) Percentage Hydrologic Soil Group C/D",null,null,null,null,null,{"$f":"IF(OR(HRMF_Pct_A=\"\",HRMF_Pct_B=\"\",HRMF_Pct_CD=\"\"),\"\",\nHRMF_Pct_A*Fo_A+HRMF_Pct_B*Fo_B+HRMF_Pct_CD*Fo_CD)","v":""},"HSG C/D =",null,"%"]
[]
[null,null,null,"C) Rational Method Catchment Parameters"]
[null,null,null,"    i) Overland Flow Length",null,null,null,null,null,{"$f":"IF(OR(HRMF_Imp=\"\",HRMF_Pct_A=\"\",HRMF_Pct_B=\"\",HRMF_Pct_CD=\"\",HRMF_RunoffMethod<>\"Rational\"),\"\",\nHRMF_Pct_A*(0.861*(HRMF_Imp^1.276))+HRMF_Pct_B*(0.857*(HRMF_Imp^1.088))+HRMF_Pct_CD*(0.815*HRMF_Imp+0.035))","v":""},"Li =",null,"ft",{"$f":"IF(OR(HRMF_RunoffMethod=\"\",HRMF_RunoffMethod=\"CUHP\",HRMF_Imp=\"\",HRMF_Rational_Li=\"\"),\"\",\nIF(AND(HRMF_Imp>0.2,HRMF_Rational_Li>300),\"Limited to 300 feet in Urban Areas\",\nIF(HRMF_Rational_Li>500,\"Limited to 500 feet in Rural Areas\",\"\")))","v":""}]
[null,null,null,"    ii) Overland Flow Slope",null,null,null,null,null,{"$f":"IF(OR(HRMF_Rational_Li=\"\",HRMF_Rational_Si=\"\",HRMF_Rational_C5=\"\"),\"\",\n0.395*(1.1-HRMF_Rational_C5)*SQRT(HRMF_Rational_Li)/(HRMF_Rational_Si^0.33))","v":""},"Si =",null,"ft/ft"]
[null,null,null,"    iii) Channelized Flow Length",null,null,null,null,null,{"$f":"IF(OR(HRMF_RunoffMethod<>\"Rational\",HRMF_Rational_Lt=\"\",HRMF_Rational_St=\"\",HRMF_Rational_K=\"\"),\"\",\nHRMF_Rational_Lt/(60*HRMF_Rational_K*SQRT(HRMF_Rational_St)))","v":""},"Lt =",null,"ft"]
[null,null,null,"    iv) Channelized Flow Slope",null,null,null,null,null,{"$f":"IF(OR(HRMF_Rational_Ti=\"\",HRMF_Rational_Tt=\"\"),\"\",\nHRMF_Rational_Ti+HRMF_Rational_Tt)","v":""},"St =",null,"ft/ft"]
[null,null,null,"    v) NRCS Conveyance Factor",null,null,null,null,null,{"$f":"IF(OR(HRMF_RunoffMethod<>\"Rational\",HRMF_Imp=\"\",HRMF_Rational_Lt=\"\",HRMF_Rational_St=\"\"),\"\",\n(26-17*HRMF_Imp)+HRMF_Rational_Lt/(60*(14*HRMF_Imp+9)*SQRT(HRMF_Rational_St)))","v":""},"K =",null,null,{"$f":"IF(HRMF_Rational_K=\"\",\"\",\nIF(OR(HRMF_Rational_K<2.5,HRMF_Rational_K>20),\"K is outside recommended range\",\"\"))","v":""}]
[null,null,null,"    vi) Time of Concentration",null,null,null,null,null,{"$f":"IF(OR(HRMF_Rational_TcCalc=\"\",HRMF_Rational_TcRegional=\"\"),\"\",\nIF(HRMF_Imp>0.2,5,10))","v":""},"Tc =",{"$f":"IF(OR(HRMF_Rational_TcCalc=\"\",HRMF_Rational_TcRegional=\"\",HRMF_Rational_TcMinimum=\"\"),\"\",\nMAX(HRMF_Rational_TcMinimum,MIN(HRMF_Rational_TcCalc,HRMF_Rational_TcRegional)))","v":""},"minutes",{"$f":"IF(HRMF_Rational_Tc=\"\",\"\",\nIF(HRMF_Rational_Tc=HRMF_Rational_TcRegional,\"Regional Tc Used\",\nIF(HRMF_Rational_Tc=HRMF_Rational_TcMinimum,\"Minimum Tc Used\",\"\")))","v":""}]
[null,null,null,"    vii) Rainfall Intensity",null,null,null,null,null,null,"I =",{"$f":"IF(OR(WQE=\"\",HRMF_Rational_Tc=\"\"),\"\",\n(28.5*WQE)/((10+HRMF_Rational_Tc)^0.786))","v":""},"in/hr"]
[null,null,null,"    viii) Runoff Coefficient",null,null,null,null,null,null,"C =",{"$f":"IF(OR(HRMF_Imp=\"\",HRMF_Pct_A=\"\",HRMF_Pct_B=\"\",HRMF_Pct_CD=\"\",HRMF_RunoffMethod<>\"Rational\",HRMF_Rational_I=\"\"),\"\",\nHRMF_Pct_A*(0.84*(HRMF_Imp^1.302))+HRMF_Pct_B*(0.835*(HRMF_Imp^1.169))+HRMF_Pct_CD*(0.834*HRMF_Imp^1.12))","v":""}]
[null,null,null,"    ix) Peak Rate of Runoff",null,null,null,null,null,null,"Q =",{"$f":"IF(OR(HRMF_Rational_C2=\"\",HRMF_Rational_I=\"\",HRMF_Trib_Area=\"\"),\"\",\nHRMF_Rational_C2*HRMF_Rational_I*(HRMF_Trib_Area/43560))","v":""},"cfs"]
[]
[null,null,null,"D) CUHP Catchment Parameters"]
[null,null,null,"    i) Catchment Length",null,null,null,null,null,null,"L =",null,"ft",{"$f":"IF(OR(HRMF_Trib_Area=\"\",HRMF_CUHP_L=\"\"),\"\",\nIF((HRMF_CUHP_L^2)/HRMF_Trib_Area<1,\"L^2/A < 1, Unacceptable\",\nIF((HRMF_CUHP_L^2)/HRMF_Trib_Area>4,\"L^2/A > 4, Questionable\",\"\")))","v":""}]
[null,null,null,"    ii) Catchment Length to Centroid",null,null,null,null,null,null,"Lc =",null,"ft",{"$f":"IF(OR(HRMF_CUHP_Lc=\"\",HRMF_CUHP_L=\"\"),\"\",\nIF(HRMF_CUHP_Lc/HRMF_CUHP_L<0.1,\"Lc/L < 0.1, Unacceptable\",\nIF(HRMF_CUHP_Lc/HRMF_CUHP_L<0.3,\"Lc/L < 0.3, Questionable\",\nIF(HRMF_CUHP_Lc/HRMF_CUHP_L>0.9,\"Lc/L > 0.9, Unacceptable\",\"\"))))","v":""}]
[null,null,null,"    iii) Catchment Slope",null,null,null,null,null,null,"So =",null,"ft/ft",{"$f":"IF(HRMF_CUHP_So=\"\",\"\",\nIF(HRMF_CUHP_So<0.005,\"Slope < 0.005, Questionable\",\nIF(HRMF_CUHP_So>0.06,\"Slope > 0.06, Questionable\",\"\")))","v":""}]
[null,null,null,"    iv) Maximum Pervious Depression Storage",null,null,null,null,null,null,"Pervious DS =",{"$f":"IF(HRMF_RunoffMethod=\"CUHP\",0.35,\"\")","v":""},"in"]
[null,null,null,"    v) Maximum Impervious Depression Storage",null,null,null,null,null,null,"Impervious DS =",{"$f":"IF(HRMF_RunoffMethod=\"CUHP\",0.1,\"\")","v":""},"in"]
[null,null,null,"    vi) Peak Rate of Runoff",null,null,null,null,null,{"$f":"IF(OR(HRMF_RunoffMethod<>\"CUHP\",WQE=\"\",HRMF_Trib_Area=\"\",HRMF_Imp=\"\",HRMF_Pct_A=\"\",HRMF_Pct_B=\"\",HRMF_Pct_CD=\"\",HRMF_CUHP_L=\"\",HRMF_CUHP_Lc=\"\",HRMF_CUHP_So=\"\",HRMF_CUHP_DSperv=\"\",HRMF_CUHP_DSimp=\"\"),\"\",1)","v":""},"Q =",null,"cfs"]
[]
[null,null,null,"E) Other Runoff Method"]
[null,null,null,"    i) User-Defined WQPF",null,null,null,null,null,null,"Q =",null,"cfs"]
[]
[null,null,null,"    ii) Describe the Runoff Method used to calculate WQPF:"]
[]
[]
[]
[null,null,null,"F) Water Quality Event Peak Flow Rate",null,null,null,null,null,null,"WQPF =",{"$f":"IF(HRMF_RunoffMethod=\"\",\"\",\nIF(HRMF_RunoffMethod=\"Rational\",IF(HRMF_Rational_Q=\"\",\"\",HRMF_Rational_Q),\nIF(HRMF_RunoffMethod=\"CUHP\",IF(HRMF_CUHP_Q=\"\",\"\",HRMF_CUHP_Q),\nIF(HRMF_Other_Q=\"\",\"\",HRMF_Other_Q))))","v":""},"cfs"]
[]
[]
[null,null,"2.  Determine the maximum treatment flow rate, QMAX"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For a list of TAPE-approved technologies, see:"]
[null,null,null,"A) Provide a description of the Manufacturer, Type, and Size",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"https://ecology.wa.gov/Regulations-Permits/Guidance-technical-assistance/Stormwater-permittee-guidance-resources/Emerging-stormwater-treatment-technologies"]
[null,null,null,"    of the HRMF selected."]
[]
[]
[null,null,null,"B) Maximum Treatment Flow Rate",null,null,null,null,null,null,"QMAX =",null,"cfs"]
[null,null,null,"    (Enter in either cfs or gpm and the other will be calculated)",null,null,null,null,null,null,"QMAX =",null,"gpm"]
[]
[null,null,null,"C) Is HRMF acceptable for further consideration? (QMAX ≥ WQPF)",null,null,null,null,null,null,null,{"$f":"IF(OR(HRMF_WQPF=\"\",HRMF_Qmax_cfs=\"\"),\"\",\nIF(HRMF_Qmax_cfs<HRMF_WQPF,\"NO\",\"YES\"))","v":""},null,{"$f":"IF(HRMF_Acceptable=\"\",\"\",\nIF(HRMF_Acceptable=\"YES\",\"Acceptable, Qmax >= WQPF\",\"Not Acceptable, Qmax < WQPF\"))","v":""}]
[]
[null,null,null,"D) Has a third-party verified maximum treatment flow rate",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRMF_ThirdParty=\"NO\",\"Need to ensure adequate performance\",\"\")","v":""}]
[null,null,null,"   "]
[null,null,null,"E) Describe infiltration and/or hydraulic loading rates specified "]
[null,null,null,"    in TAPE GULD approval letter."]
[]
[]
[]
[]
[null,null,"3.  Identify potentially appropriate MTDs",null,null,null,null,null,null,null,"See Table MTD-4 for typical benefits and limitations of a HRMF"]
[]
[null,null,null,"A) Is the selected HRMF well suited to site characteristics?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRMF_SuitedToSite=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[]
[null,null,null,"B) Is the selected HRMF well suited to targeted pollutants at site?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRMF_SuitedToPollutants=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[]
[null,null,null,"C) Is HRMF hydraulic loading rate ≤ TAPE GULD letter aproved rate?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRMF_LoadingRate=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[]
[null,null,null,"D) Explain decisions regarding HRMF selection:"]
[]
[]
[]
[]
[]
[null,null,"4.  Evaluate inflow and outflow pipe configurations"]
[]
[null,null,null,"A) Does the HRMF pipe configuration work with site constraints?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRMF_PipeConfiguration=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[null,null,null,"   (e.g., entrance/exit locations and horizontal/vertical requirements)"]
[]
[null,null,null,"B) Are specific operational head requirements of HRMF met?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRMF_OperationalHead=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[null,null,null,"   (e.g., drop from inlet to outlet)"]
[]
[]
[]
[null,null,"5.  Evaluate internal flow components"]
[]
[null,null,null,"A) Describe any internal flow components (if applicable)"]
[null,null,null,"    (e.g., baffles, weirs, deflection plates, screens, etc.)"]
[]
[]
[null,null,null,"B) Describe media used for filtration"]
[null,null,null,"    (e.g., sand, peat, crushed rock, activated carbon, fabrics, etc.)"]
[]
[]
[]
[]
[null,null,"6.  Assess storage chamber size and access"]
[]
[null,null,null,"A) Does the HRMF have a storage chamber for collected pollutants?"]
[]
[null,null,null,"B) Does the HRMF provide sufficient storage to limit maintenance",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRMF_StorageSize=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[null,null,null,"    to once or twice per year?"]
[]
[null,null,null,"C) Is direct access to the storage chamber provided for",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRMF_StorageAccess=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[null,null,null,"    inspection and maintenance?"]
[]
[null,null,null,"D) Describe storage chamber configuration and access:"]
[]
[]
[]
[]
[null,null,"7.  Size the internal bypass"]
[]
[null,null,null,"A) Does the HRMF have an Internal Bypass for flow > WQPF?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRMF_Bypass_Internal=\"\",\"\",\nIF(HRMF_Bypass_Internal=\"YES\",\"Please describe below\",\n\"External Bypass is Required\"))","v":""}]
[]
[null,null,null,"B) Is an External Bypass provided?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRMF_Bypass_External=\"\",\"\",\nIF(HRMF_Bypass_External=\"YES\",\"Please describe below\",\n\"No Bypass System is Provided\"))","v":""}]
[]
[null,null,null,"C) Describe the Bypass System and the maximum expected"]
[null,null,null,"    design flows used for sizing:"]
[]
[]
[]
[]
[null,null,"8.  Compute the HGL and EGL"]
[]
[null,null,null,"A) Have the HGL and EGL been computed upstream and",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRMF_HGL_EGL=\"NO\",\"Need to compute HGL and EGL to avoid\",\"\")","v":""}]
[null,null,null,"    downstream of the HRMF?",null,null,null,null,null,null,null,null,null,{"$f":"IF(N151=\"\",\"\",\"pressurized flow and resuspension.\")","v":""}]
[]
[null,null,null,"B) Have potential tailwater conditions been accounted for?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRMF_Tailwater=\"NO\",\"Need to verify MTD will operate as intended\",\"\")","v":""}]
[]
[null,null,null,"C) Have emergency overflows been evaluated by assuming",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRMF_Clogged=\"NO\",\"Need to evaluate emergency overflows\",\"\")","v":""}]
[null,null,null,"    the HRMF is completely clogged and passes no flow?"]
[]
[null,null,null,"D) Describe evaluation of HGL and EGL:"]
[]
[]
[]
[]
[]
[null,null,"9.  Plan access to all chambers"]
[]
[null,null,null,"A) Describe the direct, unobstructed access to all components"]
[null,null,null,"    of the HRMF for maintenance operations and repair."]
[]
[]
[]
[null,null,"10.  Confirm the selected MTD"]
[]
[null,null,null,"A) Does the HRMF meet the Water Quality Requirements",null,null,null,null,null,null,null,{"$f":"IF(OR(HRMF_ThirdParty=\"\",HRMF_Acceptable=\"\",HRMF_SuitedToSite=\"\",HRMF_SuitedToPollutants=\"\",HRMF_LoadingRate=\"\",HRMF_PipeConfiguration=\"\",HRMF_OperationalHead=\"\",HRMF_StorageChamber=\"\",AND(HRMF_StorageChamber=\"YES\",OR(HRMF_StorageSize=\"\",HRMF_StorageAccess=\"\")),HRMF_Bypass_Internal=\"\",HRMF_HGL_EGL=\"\",HRMF_Tailwater=\"\",HRMF_Clogged=\"\"),\"\",\nIF(OR(HRMF_ThirdParty=\"NO\",HRMF_Acceptable=\"NO\",HRMF_SuitedToSite=\"NO\",HRMF_SuitedToPollutants=\"NO\",HRMF_LoadingRate=\"NO\",HRMF_PipeConfiguration=\"NO\",HRMF_OperationalHead=\"NO\",HRMF_StorageSize=\"NO\",HRMF_StorageAccess=\"NO\",AND(HRMF_Bypass_Internal=\"NO\",HRMF_Bypass_External=\"NO\"),HRMF_HGL_EGL=\"NO\",HRMF_Tailwater=\"NO\",HRMF_Clogged=\"NO\"),\"NO\",\"YES\"))","v":""},null,{"$f":"IF(HRMF_MTD_Selected=\"\",\"\",\nIF(HRMF_MTD_Selected=\"NO\",\"Does not meet Water Quality Requirements\",\"Should meet Water Quality Requirements\"))","v":""}]
[null,null,null,"    based on the process and considerations above?"]
[]
[null,null,null,"B) Describe remaining design steps per the manufacturer's "]
[null,null,null,"    requirements and recommendations:"]
[]
[]
[null,null,null,"Notes:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,"HRMF_YesNo_List",null,"HRMF_RunoffMethod_List",null,null,"HRMF_YesNoNA_List"]
[null,null,null,"HIDE THESE ROWS",null,null,"YES",null,"Rational",null,null,"YES"]
[null,null,null,null,null,null,"NO",null,"CUHP",null,null,"NO"]
[null,null,null,null,null,null,null,null,"Other",null,null,"N/A"]

{"sheet":"HRBF","index":13,"n_rows":244,"n_cols":26,"rows_kept":244,"cut":false,"hidden":true,"merged":[[184,2,184,16],[160,10,160,16],[161,10,161,16],[165,10,165,16],[166,10,166,16],[167,10,167,16],[168,10,168,16],[169,11,169,17],[180,4,180,16],[181,2,181,16],[182,2,182,16],[183,2,183,16],[177,10,177,16],[178,10,178,16],[159,10,159,16],[132,10,132,16],[133,10,133,16],[175,10,175,16],[176,10,176,16],[142,10,142,16],[143,10,143,16],[144,10,144,16],[145,10,145,16],[158,10,158,16],[131,10,131,16],[95,10,95,16],[96,10,96,16],[110,10,110,16],[111,10,111,16],[112,10,112,16],[113,10,113,16],[115,10,115,16],[116,10,116,16],[117,10,117,16],[118,10,118,16],[130,10,130,16],[94,10,94,16],[7,4,7,14],[8,4,8,14],[67,10,67,16],[68,10,68,16],[69,10,69,16],[70,10,70,16],[79,10,79,16],[80,10,80,16],[81,10,81,16],[82,10,82,16],[93,10,93,16],[59,10,59,16],[60,10,60,16],[61,10,61,16],[6,4,6,14],[1,1,1,17],[2,6,2,13],[3,4,3,14],[4,4,4,14],[5,4,5,14]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected",null,null,null,null,"Runoff Reduction (ft3)"]
[null,"Filtration Manufactured Treatment Device (Filtration MTD) - High Rate Biofiltration (HRBF)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WQCV Treated (ft3)",{"$f":"IF(HRBF_MTD_Selected=\"YES\",\"YES\",\"NO\")","v":"NO"}]
[null,null,null,null,null,null,{"$f":"Version_Release","v":"SCM Design, Version 4.02 (June 2025)"}]
[null,null,"Designer:",null,{"$f":"IF(WQ_Designer=\"\",\"\",WQ_Designer)","v":""}]
[null,null,"Company:",null,{"$f":"IF(WQ_Company=\"\",\"\",WQ_Company)","v":""}]
[null,null,"Date:",null,{"$f":"NOW()","v":"2025-06-24T15:49:48.550"}]
[null,null,"Project:",null,{"$f":"IF(WQ_Project=\"\",\"\",WQ_Project)","v":""}]
[null,null,"Location:",null,{"$f":"IF(WQ_Location=\"\",\"\",WQ_Location)","v":""}]
[null,null,"Outfall ID:"]
[]
[]
[null,null,"Inflows and Pretreatment"]
[null,null,null,"A) Inflow Points contributing to SCM (max 8)"]
[null,null,null,null,null,null,null,null,"Inflow Design Point ID"]
[null,null,null,null,null,null,null,null,"Tributary Area to Inflow Point (ft2)"]
[null,null,null,null,null,null,null,null,"Imperviousness above Inflow Point (%)"]
[null,null,null,null,null,null,null,null,"Will pretreatment be provided with a Sedimentation MTD (HDS)"]
[null,null,null,null,null,null,null,null,"Paired Pretreatment HDS Worksheet Name"]
[]
[null,null,null,"B) Contributing Watershed Area (including MTD area)",null,null,null,null,null,null,"Area =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,2,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"ft2",null,null,"Total Tributary Inflow Area (ft2)",{"$f":"IF(SUM(HRBF_InflowArea)=0,\"\",SUM(HRBF_InflowArea))","v":""}]
[null,null,null,null,null,null,null,null,null,null,"Area =",{"$f":"IF(HRBF_Trib_Area=\"\",\"\",HRBF_Trib_Area/43560)","v":""},"ac",null,null,"HRBF Footprint Area (ft2)",{"$f":"IF(OR(HRBF_Trib_Area=\"\",Q20=\"\"),\"\",HRBF_Trib_Area-Q20)","v":""}]
[]
[null,null,null,"C) Imperviousness of Tributary Area",null,null,null,null,null,null,"i =",{"$f":"IFERROR(INDEX('Site Layout'!E14:DA29,4,MATCH(Outfall_ID,'Site Layout'!E14:DA14,0)),\"\")","v":""},"%"]
[]
[]
[null,null,"1.  Calculate the water quality event peak flow rate, WQPF"]
[]
[null,null,null,"A) Select the Runoff Method used to calculate WQPF",null,null,null,null,null,null,"Runoff Method ="]
[]
[null,null,null,"B) General Catchment Parameters"]
[null,null,null,"    i) Water Quality Event (from Site Layout worksheet)",null,null,null,null,null,null,"WQE =",{"$f":"IF(WQE=\"\",\"\",WQE)","v":0.6},"in"]
[null,null,null,"    ii) Subcatchment Area",null,null,null,null,null,null,"Area =",{"$f":"IF(HRBF_Trib_Area=\"\",\"\",HRBF_Trib_Area)","v":""},"ft2",{"$f":"IF(OR(HRBF_RunoffMethod=\"\",HRBF_Trib_Area=\"\"),\"\",\nIF(AND(HRBF_RunoffMethod=\"Rational\",HRBF_Trib_Area/43560>90),\"Area > 90 acres, Use CUHP\",\nIF(AND(HRBF_RunoffMethod=\"CUHP\",HRBF_Trib_Area/43560>160),\"Area > 160 acres, Subdivide Catchment\",\"\")))","v":""}]
[null,null,null,"    iii) Subcatchment Imperviousness",null,null,null,null,null,null,"Imperviousness =",{"$f":"IF(HRBF_Imp=\"\",\"\",HRBF_Imp)","v":""},"%"]
[null,null,null,"    iv) Percentage Hydrologic Soil Group A",null,null,null,null,null,{"$f":"IF(OR(HRBF_Pct_A=\"\",HRBF_Pct_B=\"\",HRBF_Pct_CD=\"\"),\"\",\nHRBF_Pct_A*Fi_A+HRBF_Pct_B*Fi_B+HRBF_Pct_CD*Fi_CD)","v":""},"HSG A =",null,"%"]
[null,null,null,"    v) Percentage Hydrologic Soil Group B",null,null,null,null,null,{"$f":"IF(OR(HRBF_Pct_A=\"\",HRBF_Pct_B=\"\",HRBF_Pct_CD=\"\"),\"\",\nHRBF_Pct_A*decay_A+HRBF_Pct_B*decay_B+HRBF_Pct_CD*decay_CD)","v":""},"HSG B =",null,"%"]
[null,null,null,"    vi) Percentage Hydrologic Soil Group C/D",null,null,null,null,null,{"$f":"IF(OR(HRBF_Pct_A=\"\",HRBF_Pct_B=\"\",HRBF_Pct_CD=\"\"),\"\",\nHRBF_Pct_A*Fo_A+HRBF_Pct_B*Fo_B+HRBF_Pct_CD*Fo_CD)","v":""},"HSG C/D =",null,"%"]
[]
[null,null,null,"C) Rational Method Catchment Parameters"]
[null,null,null,"    i) Overland Flow Length",null,null,null,null,null,{"$f":"IF(OR(HRBF_Imp=\"\",HRBF_Pct_A=\"\",HRBF_Pct_B=\"\",HRBF_Pct_CD=\"\",HRBF_RunoffMethod<>\"Rational\"),\"\",\nHRBF_Pct_A*(0.861*(HRBF_Imp^1.276))+HRBF_Pct_B*(0.857*(HRBF_Imp^1.088))+HRBF_Pct_CD*(0.815*HRBF_Imp+0.035))","v":""},"Li =",null,"ft",{"$f":"IF(OR(HRBF_RunoffMethod=\"\",HRBF_RunoffMethod=\"CUHP\",HRBF_Imp=\"\",HRBF_Rational_Li=\"\"),\"\",\nIF(AND(HRBF_Imp>0.2,HRBF_Rational_Li>300),\"Limited to 300 feet in Urban Areas\",\nIF(HRBF_Rational_Li>500,\"Limited to 500 feet in Rural Areas\",\"\")))","v":""}]
[null,null,null,"    ii) Overland Flow Slope",null,null,null,null,null,{"$f":"IF(OR(HRBF_Rational_Li=\"\",HRBF_Rational_Si=\"\",HRBF_Rational_C5=\"\"),\"\",\n0.395*(1.1-HRBF_Rational_C5)*SQRT(HRBF_Rational_Li)/(HRBF_Rational_Si^0.33))","v":""},"Si =",null,"ft/ft"]
[null,null,null,"    iii) Channelized Flow Length",null,null,null,null,null,{"$f":"IF(OR(HRBF_RunoffMethod<>\"Rational\",HRBF_Rational_Lt=\"\",HRBF_Rational_St=\"\",HRBF_Rational_K=\"\"),\"\",\nHRBF_Rational_Lt/(60*HRBF_Rational_K*SQRT(HRBF_Rational_St)))","v":""},"Lt =",null,"ft"]
[null,null,null,"    iv) Channelized Flow Slope",null,null,null,null,null,{"$f":"IF(OR(HRBF_Rational_Ti=\"\",HRBF_Rational_Tt=\"\"),\"\",\nHRBF_Rational_Ti+HRBF_Rational_Tt)","v":""},"St =",null,"ft/ft"]
[null,null,null,"    v) NRCS Conveyance Factor",null,null,null,null,null,{"$f":"IF(OR(HRBF_RunoffMethod<>\"Rational\",HRBF_Imp=\"\",HRBF_Rational_Lt=\"\",HRBF_Rational_St=\"\"),\"\",\n(26-17*HRBF_Imp)+HRBF_Rational_Lt/(60*(14*HRBF_Imp+9)*SQRT(HRBF_Rational_St)))","v":""},"K =",null,null,{"$f":"IF(HRBF_Rational_K=\"\",\"\",\nIF(OR(HRBF_Rational_K<2.5,HRBF_Rational_K>20),\"K is outside recommended range\",\"\"))","v":""}]
[null,null,null,"    vi) Time of Concentration",null,null,null,null,null,{"$f":"IF(OR(HRBF_Rational_TcCalc=\"\",HRBF_Rational_TcRegional=\"\"),\"\",\nIF(HRBF_Imp>0.2,5,10))","v":""},"Tc =",{"$f":"IF(OR(HRBF_Rational_TcCalc=\"\",HRBF_Rational_TcRegional=\"\",HRBF_Rational_TcMinimum=\"\"),\"\",\nMAX(HRBF_Rational_TcMinimum,MIN(HRBF_Rational_TcCalc,HRBF_Rational_TcRegional)))","v":""},"minutes",{"$f":"IF(HRBF_Rational_Tc=\"\",\"\",\nIF(HRBF_Rational_Tc=HRBF_Rational_TcRegional,\"Regional Tc Used\",\nIF(HRBF_Rational_Tc=HRBF_Rational_TcMinimum,\"Minimum Tc Used\",\"\")))","v":""}]
[null,null,null,"    vii) Rainfall Intensity",null,null,null,null,null,null,"I =",{"$f":"IF(OR(WQE=\"\",HRBF_Rational_Tc=\"\"),\"\",\n(28.5*WQE)/((10+HRBF_Rational_Tc)^0.786))","v":""},"in/hr"]
[null,null,null,"    viii) Runoff Coefficient",null,null,null,null,null,null,"C =",{"$f":"IF(OR(HRBF_Imp=\"\",HRBF_Pct_A=\"\",HRBF_Pct_B=\"\",HRBF_Pct_CD=\"\",HRBF_RunoffMethod<>\"Rational\",HRBF_Rational_I=\"\"),\"\",\nHRBF_Pct_A*(0.84*(HRBF_Imp^1.302))+HRBF_Pct_B*(0.835*(HRBF_Imp^1.169))+HRBF_Pct_CD*(0.834*HRBF_Imp^1.12))","v":""}]
[null,null,null,"    ix) Peak Rate of Runoff",null,null,null,null,null,null,"Q =",{"$f":"IF(OR(HRBF_Rational_C2=\"\",HRBF_Rational_I=\"\",HRBF_Trib_Area=\"\"),\"\",\nHRBF_Rational_C2*HRBF_Rational_I*(HRBF_Trib_Area/43560))","v":""},"cfs"]
[]
[null,null,null,"D) CUHP Catchment Parameters"]
[null,null,null,"    i) Catchment Length",null,null,null,null,null,null,"L =",null,"ft",{"$f":"IF(OR(HRBF_Trib_Area=\"\",HRBF_CUHP_L=\"\"),\"\",\nIF((HRBF_CUHP_L^2)/HRBF_Trib_Area<1,\"L^2/A < 1, Unacceptable\",\nIF((HRBF_CUHP_L^2)/HRBF_Trib_Area>4,\"L^2/A > 4, Questionable\",\"\")))","v":""}]
[null,null,null,"    ii) Catchment Length to Centroid",null,null,null,null,null,null,"Lc =",null,"ft",{"$f":"IF(OR(HRBF_CUHP_Lc=\"\",HRBF_CUHP_L=\"\"),\"\",\nIF(HRBF_CUHP_Lc/HRBF_CUHP_L<0.1,\"Lc/L < 0.1, Unacceptable\",\nIF(HRBF_CUHP_Lc/HRBF_CUHP_L<0.3,\"Lc/L < 0.3, Questionable\",\nIF(HRBF_CUHP_Lc/HRBF_CUHP_L>0.9,\"Lc/L > 0.9, Unacceptable\",\"\"))))","v":""}]
[null,null,null,"    iii) Catchment Slope",null,null,null,null,null,null,"So =",null,"ft/ft",{"$f":"IF(HRBF_CUHP_So=\"\",\"\",\nIF(HRBF_CUHP_So<0.005,\"Slope < 0.005, Questionable\",\nIF(HRBF_CUHP_So>0.06,\"Slope > 0.06, Questionable\",\"\")))","v":""}]
[null,null,null,"    iv) Maximum Pervious Depression Storage",null,null,null,null,null,null,"Pervious DS =",{"$f":"IF(HRBF_RunoffMethod=\"CUHP\",0.35,\"\")","v":""},"in"]
[null,null,null,"    v) Maximum Impervious Depression Storage",null,null,null,null,null,null,"Impervious DS =",{"$f":"IF(HRBF_RunoffMethod=\"CUHP\",0.1,\"\")","v":""},"in"]
[null,null,null,"    vi) Peak Rate of Runoff",null,null,null,null,null,{"$f":"IF(OR(HRBF_RunoffMethod<>\"CUHP\",WQE=\"\",HRBF_Trib_Area=\"\",HRBF_Imp=\"\",HRBF_Pct_A=\"\",HRBF_Pct_B=\"\",HRBF_Pct_CD=\"\",HRBF_CUHP_L=\"\",HRBF_CUHP_Lc=\"\",HRBF_CUHP_So=\"\",HRBF_CUHP_DSperv=\"\",HRBF_CUHP_DSimp=\"\"),\"\",1)","v":""},"Q =",null,"cfs"]
[]
[null,null,null,"E) Other Runoff Method"]
[null,null,null,"    i) User-Defined WQPF",null,null,null,null,null,null,"Q =",null,"cfs"]
[]
[null,null,null,"    ii) Describe the Runoff Method used to calculate WQPF:"]
[]
[]
[]
[null,null,null,"E) Water Quality Event Peak Flow Rate",null,null,null,null,null,null,"WQPF =",{"$f":"IF(HRBF_RunoffMethod=\"\",\"\",\nIF(HRBF_RunoffMethod=\"Rational\",IF(HRBF_Rational_Q=\"\",\"\",HRBF_Rational_Q),\nIF(HRBF_RunoffMethod=\"CUHP\",IF(HRBF_CUHP_Q=\"\",\"\",HRBF_CUHP_Q),\nIF(HRBF_Other_Q=\"\",\"\",HRBF_Other_Q))))","v":""},"cfs"]
[]
[]
[null,null,"2.  Determine the maximum treatment flow rate, QMAX"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For a list of TAPE-approved technologies, see:"]
[null,null,null,"A) Provide a description of the Manufacturer, Type, and Size",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"https://ecology.wa.gov/Regulations-Permits/Guidance-technical-assistance/Stormwater-permittee-guidance-resources/Emerging-stormwater-treatment-technologies"]
[null,null,null,"    of the HRBF selected."]
[]
[]
[null,null,null,"B) Maximum Treatment Flow Rate",null,null,null,null,null,null,"QMAX =",null,"cfs"]
[null,null,null,"    (Enter in either cfs or gpm and the other will be calculated)",null,null,null,null,null,null,"QMAX =",null,"gpm"]
[]
[null,null,null,"C) Is HRBF acceptable for further consideration? (QMAX ≥ WQPF)",null,null,null,null,null,null,null,{"$f":"IF(OR(HRBF_WQPF=\"\",HRBF_Qmax_cfs=\"\"),\"\",\nIF(HRBF_Qmax_cfs<HRBF_WQPF,\"NO\",\"YES\"))","v":""},null,{"$f":"IF(HRBF_Acceptable=\"\",\"\",\nIF(HRBF_Acceptable=\"YES\",\"Acceptable, Qmax >= WQPF\",\"Not Acceptable, Qmax < WQPF\"))","v":""}]
[]
[null,null,null,"D) Has a third-party verified maximum treatment flow rate",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRBF_ThirdParty=\"NO\",\"Need to ensure adequate performance\",\"\")","v":""}]
[null,null,null,"   "]
[null,null,null,"E) Describe infiltration and/or hydraulic loading rates specified "]
[null,null,null,"    in TAPE GULD approval letter."]
[]
[]
[]
[]
[null,null,"3.  Identify potentially appropriate MTDs",null,null,null,null,null,null,null,"See Table MTD-4 for typical benefits and limitations of a HRBF"]
[]
[null,null,null,"A) Is the selected HRBF well suited to site characteristics?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRBF_SuitedToSite=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[]
[null,null,null,"B) Is the selected HRBF well suited to targeted pollutants at site?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRBF_SuitedToPollutants=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[]
[null,null,null,"C) Is HRBF hydraulic loading rate ≤ TAPE GULD letter aproved rate?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRBF_LoadingRate=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[]
[null,null,null,"D) Explain decisions regarding HRBF selection:"]
[]
[]
[]
[]
[]
[null,null,"4.  Evaluate inflow and outflow pipe configurations"]
[]
[null,null,null,"A) Does the HRBF pipe configuration work with site constraints?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRBF_PipeConfiguration=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[null,null,null,"   (e.g., entrance/exit locations and horizontal/vertical requirements)"]
[]
[null,null,null,"B) Are specific operational head requirements of HRBF met?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRBF_OperationalHead=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[null,null,null,"   (e.g., drop from inlet to outlet)"]
[]
[]
[]
[null,null,"5.  Evaluate internal flow components"]
[]
[null,null,null,"A) Describe any internal flow components (if applicable)"]
[null,null,null,"    (e.g., baffles, weirs, deflection plates, screens, etc.)"]
[]
[]
[null,null,null,"B) Describe media used for filtration"]
[null,null,null,"    (e.g., sand, peat, crushed rock, compost, organic materials, etc.)"]
[]
[]
[]
[]
[null,null,"6.  Assess storage chamber size and access"]
[]
[null,null,null,"A) Does the HRBF have a storage chamber for collected pollutants?"]
[]
[null,null,null,"B) Does the HRBF provide sufficient storage to limit maintenance",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRBF_StorageSize=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[null,null,null,"    to once or twice per year?"]
[]
[null,null,null,"C) Is direct access to the storage chamber provided for",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRBF_StorageAccess=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[null,null,null,"    inspection and maintenance?"]
[]
[null,null,null,"D) Describe storage chamber configuration and access:"]
[]
[]
[]
[]
[null,null,"7.  Size the internal bypass"]
[]
[null,null,null,"A) Does the HRBF have an Internal Bypass for flow > WQPF?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRBF_Bypass_Internal=\"\",\"\",\nIF(HRBF_Bypass_Internal=\"YES\",\"Please describe below\",\n\"External Bypass is Required\"))","v":""}]
[]
[null,null,null,"B) Is an External Bypass provided?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRBF_Bypass_External=\"\",\"\",\nIF(HRBF_Bypass_External=\"YES\",\"Please describe below\",\n\"No Bypass System is Provided\"))","v":""}]
[]
[null,null,null,"C) Describe the Bypass System and the maximum expected"]
[null,null,null,"    design flows used for sizing:"]
[]
[]
[]
[]
[null,null,"8.  Compute the HGL and EGL"]
[]
[null,null,null,"A) Have the HGL and EGL been computed upstream and",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRBF_HGL_EGL=\"NO\",\"Need to compute HGL and EGL to avoid\",\"\")","v":""}]
[null,null,null,"    downstream of the HRBF?",null,null,null,null,null,null,null,null,null,{"$f":"IF(N151=\"\",\"\",\"pressurized flow and resuspension.\")","v":""}]
[]
[null,null,null,"B) Have potential tailwater conditions been accounted for?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRBF_Tailwater=\"NO\",\"Need to verify MTD will operate as intended\",\"\")","v":""}]
[]
[null,null,null,"C) Have emergency overflows been evaluated by assuming",null,null,null,null,null,null,null,null,null,{"$f":"IF(HRBF_Clogged=\"NO\",\"Need to evaluate emergency overflows\",\"\")","v":""}]
[null,null,null,"    the HRBF is completely clogged and passes no flow?"]
[]
[null,null,null,"D) Describe evaluation of HGL and EGL:"]
[]
[]
[]
[]
[]
[null,null,"9.  Plan access to all chambers"]
[]
[null,null,null,"A) Describe the direct, unobstructed access to all components"]
[null,null,null,"    of the HRBF for maintenance operations and repair."]
[]
[]
[]
[null,null,"10.  Confirm the selected MTD"]
[]
[null,null,null,"A) Does the HRBF meet the Water Quality Requirements",null,null,null,null,null,null,null,{"$f":"IF(OR(HRBF_ThirdParty=\"\",HRBF_Acceptable=\"\",HRBF_SuitedToSite=\"\",HRBF_SuitedToPollutants=\"\",HRBF_LoadingRate=\"\",HRBF_PipeConfiguration=\"\",HRBF_OperationalHead=\"\",HRBF_StorageChamber=\"\",AND(HRBF_StorageChamber=\"YES\",OR(HRBF_StorageSize=\"\",HRBF_StorageAccess=\"\")),HRBF_Bypass_Internal=\"\",HRBF_HGL_EGL=\"\",HRBF_Tailwater=\"\",HRBF_Clogged=\"\"),\"\",\nIF(OR(HRBF_ThirdParty=\"NO\",HRBF_Acceptable=\"NO\",HRBF_SuitedToSite=\"NO\",HRBF_SuitedToPollutants=\"NO\",HRBF_LoadingRate=\"NO\",HRBF_PipeConfiguration=\"NO\",HRBF_OperationalHead=\"NO\",HRBF_StorageSize=\"NO\",HRBF_StorageAccess=\"NO\",AND(HRBF_Bypass_Internal=\"NO\",HRBF_Bypass_External=\"NO\"),HRBF_HGL_EGL=\"NO\",HRBF_Tailwater=\"NO\",HRBF_Clogged=\"NO\"),\"NO\",\"YES\"))","v":""},null,{"$f":"IF(HRBF_MTD_Selected=\"\",\"\",\nIF(HRBF_MTD_Selected=\"NO\",\"Does not meet Water Quality Requirements\",\"Should meet Water Quality Requirements\"))","v":""}]
[null,null,null,"    based on the process and considerations above?"]
[]
[null,null,null,"B) Describe remaining design steps per the manufacturer's "]
[null,null,null,"    requirements and recommendations:"]
[]
[]
[null,null,null,"Notes:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,"HRBF_YesNo_List",null,"HRBF_RunoffMethod_List",null,null,"HRBF_YesNoNA_List"]
[null,null,null,"HIDE THESE ROWS",null,null,"YES",null,"Rational",null,null,"YES"]
[null,null,null,null,null,null,"NO",null,"CUHP",null,null,"NO"]
[null,null,null,null,null,null,null,null,"Other",null,null,"N/A"]

{"sheet":"HDS","index":14,"n_rows":227,"n_cols":21,"rows_kept":227,"cut":false,"hidden":true,"merged":[[167,2,167,16],[143,10,143,16],[144,10,144,16],[148,10,148,16],[149,10,149,16],[150,10,150,16],[151,10,151,16],[152,11,152,17],[163,4,163,16],[164,2,164,16],[165,2,165,16],[166,2,166,16],[160,10,160,16],[161,10,161,16],[142,10,142,16],[115,10,115,16],[116,10,116,16],[158,10,158,16],[159,10,159,16],[125,10,125,16],[126,10,126,16],[127,10,127,16],[128,10,128,16],[141,10,141,16],[113,10,113,16],[114,10,114,16],[83,10,83,16],[84,10,84,16],[98,10,98,16],[99,10,99,16],[100,10,100,16],[101,10,101,16],[82,10,82,16],[7,4,7,14],[54,10,54,16],[55,10,55,16],[56,10,56,16],[57,10,57,16],[67,10,67,16],[68,10,68,16],[69,10,69,16],[70,10,70,16],[81,10,81,16],[46,10,46,16],[47,10,47,16],[48,10,48,16],[8,4,8,14],[6,4,6,14],[1,1,1,17],[2,6,2,13],[3,4,3,14],[4,4,4,14],[5,4,5,14]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[null,"Sedimentation Manufactured Treatment Device (Sedimentation MTD) - Hydrodynamic Separator (HDS)"]
[null,null,null,null,null,null,{"$f":"Version_Release","v":"SCM Design, Version 4.02 (June 2025)"}]
[null,null,"Designer:",null,{"$f":"IF(WQ_Designer=\"\",\"\",WQ_Designer)","v":""}]
[null,null,"Company:",null,{"$f":"IF(WQ_Company=\"\",\"\",WQ_Company)","v":""}]
[null,null,"Date:",null,{"$f":"NOW()","v":"2025-06-24T15:49:48.550"}]
[null,null,"Project:",null,{"$f":"IF(WQ_Project=\"\",\"\",WQ_Project)","v":""}]
[null,null,"Location:",null,{"$f":"IF(WQ_Location=\"\",\"\",WQ_Location)","v":""}]
[null,null,"Outfall ID:"]
[]
[]
[null,null,"1.  Calculate the water quality event peak flow rate, WQPF"]
[]
[null,null,null,"A) Select the Runoff Method used to calculate WQPF",null,null,null,null,null,null,"Runoff Method ="]
[]
[null,null,null,"B) General Catchment Parameters"]
[null,null,null,"    i) Water Quality Event (from Site Layout worksheet)",null,null,null,null,null,null,"WQE =",{"$f":"IF(WQE=\"\",\"\",WQE)","v":0.6},"in"]
[null,null,null,"    ii) Subcatchment Area",null,null,null,null,null,null,"Area =",null,"ft2",{"$f":"IF(OR(HDS_RunoffMethod=\"\",HDS_Trib_Area=\"\"),\"\",\nIF(AND(HDS_RunoffMethod=\"Rational\",HDS_Trib_Area/43560>90),\"Area > 90 acres, Use CUHP\",\nIF(AND(HDS_RunoffMethod=\"CUHP\",HDS_Trib_Area/43560>160),\"Area > 160 acres, Subdivide Catchment\",\"\")))","v":""}]
[null,null,null,null,null,null,null,null,null,null,"Area =",{"$f":"IF(HDS_Trib_Area=\"\",\"\",HDS_Trib_Area/43560)","v":""},"ac"]
[null,null,null,"    iii) Subcatchment Imperviousness",null,null,null,null,null,null,"Imperviousness =",null,"%"]
[null,null,null,"    iv) Percentage Hydrologic Soil Group A",null,null,null,null,null,{"$f":"IF(OR(HDS_Pct_A=\"\",HDS_Pct_B=\"\",HDS_Pct_CD=\"\"),\"\",\nHDS_Pct_A*Fi_A+HDS_Pct_B*Fi_B+HDS_Pct_CD*Fi_CD)","v":""},"HSG A =",null,"%"]
[null,null,null,"    v) Percentage Hydrologic Soil Group B",null,null,null,null,null,{"$f":"IF(OR(HDS_Pct_A=\"\",HDS_Pct_B=\"\",HDS_Pct_CD=\"\"),\"\",\nHDS_Pct_A*decay_A+HDS_Pct_B*decay_B+HDS_Pct_CD*decay_CD)","v":""},"HSG B =",null,"%"]
[null,null,null,"    vi) Percentage Hydrologic Soil Group C/D",null,null,null,null,null,{"$f":"IF(OR(HDS_Pct_A=\"\",HDS_Pct_B=\"\",HDS_Pct_CD=\"\"),\"\",\nHDS_Pct_A*Fo_A+HDS_Pct_B*Fo_B+HDS_Pct_CD*Fo_CD)","v":""},"HSG C/D =",null,"%"]
[]
[null,null,null,"C) Rational Method Catchment Parameters"]
[null,null,null,"    i) Overland Flow Length",null,null,null,null,null,{"$f":"IF(OR(HDS_Imp=\"\",HDS_Pct_A=\"\",HDS_Pct_B=\"\",HDS_Pct_CD=\"\",HDS_RunoffMethod<>\"Rational\"),\"\",\nHDS_Pct_A*(0.861*(HDS_Imp^1.276))+HDS_Pct_B*(0.857*(HDS_Imp^1.088))+HDS_Pct_CD*(0.815*HDS_Imp+0.035))","v":""},"Li =",null,"ft",{"$f":"IF(OR(HDS_RunoffMethod=\"\",HDS_RunoffMethod=\"CUHP\",HDS_Imp=\"\",HDS_Rational_Li=\"\"),\"\",\nIF(AND(HDS_Imp>0.2,HDS_Rational_Li>300),\"Limited to 300 feet in Urban Areas\",\nIF(HDS_Rational_Li>500,\"Limited to 500 feet in Rural Areas\",\"\")))","v":""}]
[null,null,null,"    ii) Overland Flow Slope",null,null,null,null,null,{"$f":"IF(OR(HDS_Rational_Li=\"\",HDS_Rational_Si=\"\",HDS_Rational_C5=\"\"),\"\",\n0.395*(1.1-HDS_Rational_C5)*SQRT(HDS_Rational_Li)/(HDS_Rational_Si^0.33))","v":""},"Si =",null,"ft/ft"]
[null,null,null,"    iii) Channelized Flow Length",null,null,null,null,null,{"$f":"IF(OR(HDS_RunoffMethod<>\"Rational\",HDS_Rational_Lt=\"\",HDS_Rational_St=\"\",HDS_Rational_K=\"\"),\"\",\nHDS_Rational_Lt/(60*HDS_Rational_K*SQRT(HDS_Rational_St)))","v":""},"Lt =",null,"ft"]
[null,null,null,"    iv) Channelized Flow Slope",null,null,null,null,null,{"$f":"IF(OR(HDS_Rational_Ti=\"\",HDS_Rational_Tt=\"\"),\"\",\nHDS_Rational_Ti+HDS_Rational_Tt)","v":""},"St =",null,"ft/ft"]
[null,null,null,"    v) NRCS Conveyance Factor",null,null,null,null,null,{"$f":"IF(OR(HDS_RunoffMethod<>\"Rational\",HDS_Imp=\"\",HDS_Rational_Lt=\"\",HDS_Rational_St=\"\"),\"\",\n(26-17*HDS_Imp)+HDS_Rational_Lt/(60*(14*HDS_Imp+9)*SQRT(HDS_Rational_St)))","v":""},"K =",null,null,{"$f":"IF(HDS_Rational_K=\"\",\"\",\nIF(OR(HDS_Rational_K<2.5,HDS_Rational_K>20),\"K is outside recommended range\",\"\"))","v":""}]
[null,null,null,"    vi) Time of Concentration",null,null,null,null,null,{"$f":"IF(OR(HDS_Rational_TcCalc=\"\",HDS_Rational_TcRegional=\"\"),\"\",\nIF(HDS_Imp>0.2,5,10))","v":""},"Tc =",{"$f":"IF(OR(HDS_Rational_TcCalc=\"\",HDS_Rational_TcRegional=\"\",HDS_Rational_TcMinimum=\"\"),\"\",\nMAX(HDS_Rational_TcMinimum,MIN(HDS_Rational_TcCalc,HDS_Rational_TcRegional)))","v":""},"minutes",{"$f":"IF(HDS_Rational_Tc=\"\",\"\",\nIF(HDS_Rational_Tc=HDS_Rational_TcRegional,\"Regional Tc Used\",\nIF(HDS_Rational_Tc=HDS_Rational_TcMinimum,\"Minimum Tc Used\",\"\")))","v":""}]
[null,null,null,"    vii) Rainfall Intensity",null,null,null,null,null,null,"I =",{"$f":"IF(OR(WQE=\"\",HDS_Rational_Tc=\"\"),\"\",\n(28.5*WQE)/((10+HDS_Rational_Tc)^0.786))","v":""},"in/hr"]
[null,null,null,"    viii) Runoff Coefficient",null,null,null,null,null,null,"C =",{"$f":"IF(OR(HDS_Imp=\"\",HDS_Pct_A=\"\",HDS_Pct_B=\"\",HDS_Pct_CD=\"\",HDS_RunoffMethod<>\"Rational\",HDS_Rational_I=\"\"),\"\",\nHDS_Pct_A*(0.84*(HDS_Imp^1.302))+HDS_Pct_B*(0.835*(HDS_Imp^1.169))+HDS_Pct_CD*(0.834*HDS_Imp^1.12))","v":""}]
[null,null,null,"    ix) Peak Rate of Runoff",null,null,null,null,null,null,"Q =",{"$f":"IF(OR(HDS_Rational_C2=\"\",HDS_Rational_I=\"\",HDS_Trib_Area=\"\"),\"\",\nHDS_Rational_C2*HDS_Rational_I*(HDS_Trib_Area/43560))","v":""},"cfs"]
[]
[null,null,null,"D) CUHP Catchment Parameters"]
[null,null,null,"    i) Catchment Length",null,null,null,null,null,null,"L =",null,"ft",{"$f":"IF(OR(HDS_Trib_Area=\"\",HDS_CUHP_L=\"\"),\"\",\nIF((HDS_CUHP_L^2)/HDS_Trib_Area<1,\"L^2/A < 1, Unacceptable\",\nIF((HDS_CUHP_L^2)/HDS_Trib_Area>4,\"L^2/A > 4, Questionable\",\"\")))","v":""}]
[null,null,null,"    ii) Catchment Length to Centroid",null,null,null,null,null,null,"Lc =",null,"ft",{"$f":"IF(OR(HDS_CUHP_Lc=\"\",HDS_CUHP_L=\"\"),\"\",\nIF(HDS_CUHP_Lc/HDS_CUHP_L<0.1,\"Lc/L < 0.1, Unacceptable\",\nIF(HDS_CUHP_Lc/HDS_CUHP_L<0.3,\"Lc/L < 0.3, Questionable\",\nIF(HDS_CUHP_Lc/HDS_CUHP_L>0.9,\"Lc/L > 0.9, Unacceptable\",\"\"))))","v":""}]
[null,null,null,"    iii) Catchment Slope",null,null,null,null,null,null,"So =",null,"ft/ft",{"$f":"IF(HDS_CUHP_So=\"\",\"\",\nIF(HDS_CUHP_So<0.005,\"Slope < 0.005, Questionable\",\nIF(HDS_CUHP_So>0.06,\"Slope > 0.06, Questionable\",\"\")))","v":""}]
[null,null,null,"    iv) Maximum Pervious Depression Storage",null,null,null,null,null,null,"Pervious DS =",{"$f":"IF(HDS_RunoffMethod=\"CUHP\",0.35,\"\")","v":""},"in"]
[null,null,null,"    v) Maximum Impervious Depression Storage",null,null,null,null,null,null,"Impervious DS =",{"$f":"IF(HDS_RunoffMethod=\"CUHP\",0.1,\"\")","v":""},"in"]
[null,null,null,"    vi) Peak Rate of Runoff",null,null,null,null,null,{"$f":"IF(OR(HDS_RunoffMethod<>\"CUHP\",WQE=\"\",HDS_Trib_Area=\"\",HDS_Imp=\"\",HDS_Pct_A=\"\",HDS_Pct_B=\"\",HDS_Pct_CD=\"\",HDS_CUHP_L=\"\",HDS_CUHP_Lc=\"\",HDS_CUHP_So=\"\",HDS_CUHP_DSperv=\"\",HDS_CUHP_DSimp=\"\"),\"\",1)","v":""},"Q =",null,"cfs"]
[]
[null,null,null,"E) Other Runoff Method"]
[null,null,null,"    i) User-Defined WQPF",null,null,null,null,null,null,"Q =",null,"cfs"]
[]
[null,null,null,"    ii) Describe the Runoff Method used to calculate WQPF:"]
[]
[]
[]
[null,null,null,"E) Water Quality Event Peak Flow Rate",null,null,null,null,null,null,"WQPF =",{"$f":"IF(HDS_RunoffMethod=\"\",\"\",\nIF(HDS_RunoffMethod=\"Rational\",IF(HDS_Rational_Q=\"\",\"\",HDS_Rational_Q),\nIF(HDS_RunoffMethod=\"CUHP\",IF(HDS_CUHP_Q=\"\",\"\",HDS_CUHP_Q),\nIF(HDS_Other_Q=\"\",\"\",HDS_Other_Q))))","v":""},"cfs"]
[]
[]
[null,null,"2.  Determine the maximum treatment flow rate, QMAX"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For a list of NJDEP-certified devices, see:"]
[null,null,null,"A) Provide a description of the Manufacturer, Type, and Size",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"https://dep.nj.gov/stormwater/stormwater-manufactured-treatment-devices/ "]
[null,null,null,"    of the HDS selected."]
[]
[]
[null,null,null,"B) Maximum Treatment Flow Rate",null,null,null,null,null,null,"QMAX =",null,"cfs"]
[null,null,null,"    (Enter in either cfs or gpm and the other will be calculated)",null,null,null,null,null,null,"QMAX =",null,"gpm"]
[]
[null,null,null,"C) Is HDS acceptable for further consideration? (QMAX ≥ WQPF)",null,null,null,null,null,null,null,{"$f":"IF(OR(HDS_WQPF=\"\",HDS_Qmax_cfs=\"\"),\"\",\nIF(HDS_Qmax_cfs<HDS_WQPF,\"NO\",\"YES\"))","v":""},null,{"$f":"IF(HDS_Acceptable=\"\",\"\",\nIF(HDS_Acceptable=\"YES\",\"Acceptable, Qmax >= WQPF\",\"Not Acceptable, Qmax < WQPF\"))","v":""}]
[]
[null,null,null,"D) Has a third-party verified maximum treatment flow rate and",null,null,null,null,null,null,null,null,null,{"$f":"IF(HDS_ThirdParty=\"NO\",\"Need to ensure adequate performance\",\"\")","v":""}]
[null,null,null,"    is HDS included on the Laboratory Verified and NJDEP Certified list?"]
[]
[null,null,null,"E) Describe HDS hydraulic loading rates specified "]
[null,null,null,"    in the NJDEP Certification Letter."]
[]
[]
[]
[]
[null,null,"3.  Identify potentially appropriate MTDs",null,null,null,null,null,null,null,"See Table MTD-4 for typical benefits and limitations of a HDS"]
[]
[null,null,null,"A) Is selected HDS well suited to site characteristics? (Table MTD-4)",null,null,null,null,null,null,null,null,null,{"$f":"IF(HDS_SuitedToSite=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[]
[null,null,null,"B) Is selected HDS well suited to targeted pollutants at site?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HDS_SuitedToPollutants=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[]
[null,null,null,"C) Is HDS hydraulic loading rate ≤ NJDEP Certification aproved rate?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HDS_LoadingRate=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[]
[null,null,null,"D) Explain decisions regarding HDS selection:"]
[]
[]
[]
[]
[]
[null,null,"4.  Evaluate inflow and outflow pipe configurations"]
[]
[null,null,null,"A) Does the HDS pipe configuration work with site constraints?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HDS_PipeConfiguration=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[null,null,null,"   (e.g., entrance/exit locations and horizontal/vertical requirements)"]
[]
[null,null,null,"B) Are specific operational head requirements of HDS met?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HDS_OperationalHead=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[null,null,null,"   (e.g., drop from inlet to outlet)"]
[]
[]
[]
[null,null,"5.  Evaluate internal flow components"]
[]
[null,null,null,"A) Describe any internal flow components (if applicable)"]
[null,null,null,"    (e.g., baffles, weirs, deflection plates, screens, etc.)"]
[]
[]
[]
[null,null,"6.  Assess storage chamber size and access"]
[]
[null,null,null,"A) Does the HDS have a storage chamber for collected pollutants?"]
[]
[null,null,null,"B) Does the HDS provide sufficient storage to limit maintenance",null,null,null,null,null,null,null,null,null,{"$f":"IF(HDS_StorageSize=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[null,null,null,"    to once or twice per year?"]
[]
[null,null,null,"C) Is direct access to the storage chamber provided for",null,null,null,null,null,null,null,null,null,{"$f":"IF(HDS_StorageAccess=\"NO\",\"Reconsider different MTD\",\"\")","v":""}]
[null,null,null,"    inspection and maintenance?"]
[]
[null,null,null,"D) Describe storage chamber configuration and access:"]
[]
[]
[]
[]
[null,null,"7.  Size the internal bypass"]
[]
[null,null,null,"A) Does the HDS have an Internal Bypass for flow > WQPF?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HDS_Bypass_Internal=\"\",\"\",\nIF(HDS_Bypass_Internal=\"YES\",\"Please describe below\",\n\"External Bypass is Required\"))","v":""}]
[]
[null,null,null,"B) Is an External Bypass provided?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HDS_Bypass_External=\"\",\"\",\nIF(HDS_Bypass_External=\"YES\",\"Please describe below\",\n\"No Bypass System is Provided\"))","v":""}]
[]
[null,null,null,"C) Describe the Bypass System and the maximum expected"]
[null,null,null,"    design flows used for sizing:"]
[]
[]
[]
[]
[null,null,"8.  Compute the HGL and EGL"]
[]
[null,null,null,"A) Have the HGL and EGL been computed upstream and",null,null,null,null,null,null,null,null,null,{"$f":"IF(HDS_HGL_EGL=\"NO\",\"Need to compute HGL and EGL to avoid\",\"\")","v":""}]
[null,null,null,"    downstream of the HDS?",null,null,null,null,null,null,null,null,null,{"$f":"IF(N134=\"\",\"\",\"pressurized flow and resuspension.\")","v":""}]
[]
[null,null,null,"B) Have potential tailwater conditions been accounted for?",null,null,null,null,null,null,null,null,null,{"$f":"IF(HDS_Tailwater=\"NO\",\"Need to verify MTD will operate as intended\",\"\")","v":""}]
[]
[null,null,null,"C) Have emergency overflows been evaluated by assuming",null,null,null,null,null,null,null,null,null,{"$f":"IF(HDS_Clogged=\"NO\",\"Need to evaluate emergency overflows\",\"\")","v":""}]
[null,null,null,"    the HDS is completely clogged and passes no flow?"]
[]
[null,null,null,"D) Describe evaluation of HGL and EGL:"]
[]
[]
[]
[]
[]
[null,null,"9.  Plan access to all chambers"]
[]
[null,null,null,"A) Describe the direct, unobstructed access to all components"]
[null,null,null,"    of the HDS for maintenance operations and repair."]
[]
[]
[]
[null,null,"10.  Confirm the selected MTD"]
[]
[null,null,null,"A) Does the HDS meet the Water Quality Requirements",null,null,null,null,null,null,null,{"$f":"IF(OR(HDS_ThirdParty=\"\",HDS_Acceptable=\"\",HDS_SuitedToSite=\"\",HDS_SuitedToPollutants=\"\",HDS_LoadingRate=\"\",HDS_PipeConfiguration=\"\",HDS_OperationalHead=\"\",HDS_StorageChamber=\"\",AND(HDS_StorageChamber=\"YES\",OR(HDS_StorageSize=\"\",HDS_StorageAccess=\"\")),HDS_Bypass_Internal=\"\",HDS_HGL_EGL=\"\",HDS_Tailwater=\"\",HDS_Clogged=\"\"),\"\",\nIF(OR(HDS_ThirdParty=\"NO\",HDS_Acceptable=\"NO\",HDS_SuitedToSite=\"NO\",HDS_SuitedToPollutants=\"NO\",HDS_LoadingRate=\"NO\",HDS_PipeConfiguration=\"NO\",HDS_OperationalHead=\"NO\",HDS_StorageSize=\"NO\",HDS_StorageAccess=\"NO\",AND(HDS_Bypass_Internal=\"NO\",HDS_Bypass_External=\"NO\"),HDS_HGL_EGL=\"NO\",HDS_Tailwater=\"NO\",HDS_Clogged=\"NO\"),\"NO\",\"YES\"))","v":""},null,{"$f":"IF(HDS_MTD_Selected=\"\",\"\",\nIF(HDS_MTD_Selected=\"NO\",\"Does not meet Water Quality Requirements\",\"Should meet Water Quality Requirements\"))","v":""}]
[null,null,null,"    based on the process and considerations above?"]
[]
[null,null,null,"B) Describe remaining design steps per the manufacturer's "]
[null,null,null,"    requirements and recommendations:"]
[]
[]
[null,null,null,"Notes:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,"HDS_YesNo_List",null,"HDS_RunoffMethod_List",null,null,"HDS_YesNoNA_List"]
[null,null,null,"HIDE THESE ROWS",null,null,"YES",null,"Rational",null,null,"YES"]
[null,null,null,null,null,null,"NO",null,"CUHP",null,null,"NO"]
[null,null,null,null,null,null,null,null,"Other",null,null,"N/A"]

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["Colorado Urban Hydrograph Procedure (CUHP-Lite)",null,null,null,null,null,"Worksheet Protected",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CUHP-Lite Printouts for Unit Hydrographs",null,null,null,null,null,null,"Worksheet Protected",null,null,null,null,null,null,null,null,null,null,null,null,null,"CUHP-Lite Printouts for Storm Hydrographs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Raingages",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CUHP Unit Hydrograph Shaping Parameters"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"DCIA Level and Fractions",null,null,null,null,null,"Unit Hydrograph Parameters",null,null,null,null,null,null,null,null,"Unit Hydrograph Results",null,null,"Excess Precip.",null,"Storm Hydrograph"]
["Subcatchments",null,null,null,null,null,null,null,"Depression Storage",null,"Horton's Infiltration Parameters",null,null,"DCIA","DCIF (Decimal)",null,"RPF (Decimal)",null,"Eff. Imp","CT",null,"Cp",null,"Width of UH (min)",null,"Fraction of Width Before Peak (Decimal)",null,"Comment","Time to Peak\n(min)","Peak\n(cfs)","Volume\n(c.f.)","Excess\n(inches)","Excess\n(c.f.)","Time to Peak\n(min)","Peak Flow\n(cfs)","Total Volume\n(c.f.)","Runoff per Unit Area\n(cfs/acre)"]
["Subcatchment\nName","EPA SWMM\nTarget Node","Raingage","Area\n(mi2)","Length to \nCentroid\n(mi)","Length\n(mi)","Slope\n(ft/ft)","Percent Imperviousness","Pervious\nDS\n(in)","Impervious\nDS\n(in)","Initial\nInfiltration\n(in/hr)","Decay\nCoeff.\n(1/sec)","Final\nInfiltration\n(in/hr)","Level 0, 1, or 2","Override","Used","Override","Used","(Percent)","Override","Used","Override","Used","Used\nAt 50%","Used\nAt 75%","Used\nAt 50%","Used\nAt 75%",null,null,null,null,null,null,null,null,null,null,null,null,"Time\n(min)",{"$f":"A5","v":"WQCV"},{"$f":"A6","v":"Pre-EURV"},{"$f":"A7","v":"Pre-2yr"},{"$f":"A8","v":"Pre-5yr"},{"$f":"A9","v":"Pre-10yr"},{"$f":"A10","v":"Pre-25yr"},{"$f":"A11","v":"Pre-50yr"},{"$f":"A12","v":"Pre-100yr"},{"$f":"A13","v":"Pre-500yr"},{"$f":"A14","v":"Post-WQCV"},{"$f":"A15","v":"Post-EURV"},{"$f":"A16","v":"Post-2yr"},{"$f":"A17","v":"Post-5yr"},{"$f":"A18","v":"Post-10yr"},{"$f":"A19","v":"Post-25yr"},{"$f":"A20","v":"Post-50yr"},{"$f":"A21","v":"Post-100yr"},{"$f":"A22","v":"Post-500yr"},null,null,"Time\n(min)","WQCV",{"$f":"AP4","v":"Pre-EURV"},"Pre-2yr","Pre-5yr","Pre-10yr","Pre-25yr","Pre-50yr","Pre-100yr","Pre-500yr","Post-WQCV","Post-EURV","Post-2yr","Post-5yr","Post-10yr","Post-25yr","Post-50yr","Post-100yr","Post-500yr",null,null,"WQCV",null,"EURV",null,"2yr",null,"5yr",null,"10yr",null,"25yr",null,"50yr",null,"100yr",null,"500yr"]
["WQCV",null,"WQCV",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1hr Depth",{"$f":"WQE","v":0.6},"1hr Depth",1.07,"1hr Depth",null,"1hr Depth",null,"1hr Depth",null,"1hr Depth",null,"1hr Depth",null,"1hr Depth",null,"1hr Depth",null,null,"Design Storm Distributions of 1-Hour NOAA Atlas Depths (Table 4-2)",null,null,null,null,null,null,null,null,null,null,null,"CT/CP Lookups"]
["Pre-EURV",null,"EURV",{"$f":"IF(D$5=\"\",\"\",D$5)","v":""},"","","","","","","","","",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AN5+1","v":2},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BI5+1","v":2},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Return Period",2,"Return Period",5,"Return Period",2,"Return Period",5,"Return Period",10,"Return Period",25,"Return Period",50,"Return Period",100,"Return Period",500,null,"Time","Return Period",null,null,null,null,null,null,null,null,null,null,"CTLookup","a","b","c"]
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{"sheet":"Example Site","index":16,"n_rows":351,"n_cols":22,"rows_kept":351,"cut":false,"hidden":false,"merged":[[72,2,79,18],[2,2,2,18],[1,1,1,19],[4,2,4,18],[58,2,70,18],[7,2,7,18],[10,2,11,18],[136,2,140,18],[143,2,144,18],[146,2,148,18],[350,2,354,18],[150,2,150,18],[197,2,216,18],[218,2,219,18]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[null,"Example Site for Demonstration"]
[null,null,{"$f":"Version_Release","v":"SCM Design, Version 4.02 (June 2025)"}]
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[null,null,"The example below is provided to demonstrate how the SCM Design Workbook can be used to design preliminary SCMs on a project site.  "]
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[null,null,"Site Assessment Worksheet"]
[null,null,"The first step (optional) is to complete the Site Assessment worksheet which assists the designer in assessing site characteristics, oportunities, and suitability for infiltration SCMs.  \n "]
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[null,null,"Example: Site Layout Worksheet"]
[null,null,"The second step (required) is to complete the Site Layout worksheet to represent the various outfalls from the site. It is helpful to understand your site subcatchment characteristics and outfall locations before beginning this step. See the example site below. "]
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[null,null,"This example site includes 10 different outfalls represented by the black subcatchment boundaries and outfall IDs. The blue flow arrows indicate the general direction of runoff for each area, dashed blue lines represent pipes, and orange dots indicate junctions in the piped system.  Below is a summary of each Outfall ID:\n\n  - SW (southwest corner) includes parking lot runoff along with sidewalks draining across grass buffers to the street south of the site.\n  - SE (southeast corner) includes driveway entrance runoff along with sidewalks draining across grass buffers to the street south of the site.\n  - NW (northwest corner) includes runoff from parking areas and driveways along with a small patio that drains across a grass buffer to the street north of the site.\n  - NW_Roof (northwest corner of rooftop) represents a portion of the roof with a Green Roof system which reduces runoff volumes.  Runoff in excess of the WQCV drains north to the street.  \n  - N_Roof (north part of rooftop) represents a portion of the roof with a Blue Roof system that detains the WQCV and slowly releases it.  Runoff in excess of the WQCV also drains north to the street.\n  - N (north edge of site) includes a sidewalk which drains across a grass buffer to the street north of the site.\n  - C (center of site) includes the southwest portion of the rooftop which drains to a grass buffer and then to a small Bioretention System where the WQCV is fully infiltrated.\n  - E (east area) includes southeast portion of rooftop which drains via pipe (along with parking lot runoff) to a grass swale which then drains to an EDB.  Additional parking lot runoff drains through a grass buffer or pipe to the same EDB.\n  - EN (east north area) includes parking lot and driveway entrance runoff that drains directly to the street east of the site without any water quality treatement.\n  - NE (northeast corner) includes parking lot runoff that drains to a Sand Filter in the northeast corner of the site.   "]
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[null,null,"Below is a screenshot of the completed Site Layout worksheet including the 10 outfalls and their respective tributary area and imperviousness.  \n - Four of the outfalls (SW, SE, NW, N) rely on RPA only to address water quality.  Each of these outfalls has its own paired RPA worksheet.\n - Two of the outfalls (NW_Roof and N_Roof) utilize green and blue rooftop systems to address water quality.  NW_Roof has a paired GreenRoof worksheet and N_Roof has a paired BlueRoof worksheet. \n - The central outfall (C) has a paired BR (Bioretention) worksheet along with an upstream inflows RPA worksheet to account for the grass buffer RPA receiving runoff from the rooftop (UIA).\n - The east outfall (E) has a paired EDB worksheet along with an upstream inflows RPA worksheet to account for two separate grass buffers and a grass swale upstream of the EDB. (See next example below.)\n - The eastnorth outfall (EN) does not include any water quality treatment and drains directly offsite (there is no paired worksheet associated with this outfall).\n - The northeast outfall (NE) has a paired SF (sand filter) worksheet but does not include any upstream runoff reduction."]
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[null,null,"The outfall results shown in each column above provide the default WQCV, the WQCV reduction from upstream RPA, the design WQCV of the various SCMs, and the untreated WQCV for areas that drain directly offsite.  The total site results indicate that approximately 95% of the site area (6.65 acres) is treated by SCMs while the remaining 5% of the site area (0.39 acres) is untreated and drains directly offsite.  The results also indicate that the Default WQCV was reduced by approximately 20% (0.030 acre-feet) due to routing impervious areas across receiving pervious areas (this includes the green roof runoff reduction).  A combined 0.101 acre-feet of WQCV treatment was provided onsite in four separate SCMs (Blue Roof, Bioretention, SF, and EDB) accounting for approximately 68% of the default WQCV.  The remaining 12% of the default WQCV (0.019 acre-feet) discharged offsite untreated either directly or as excess runoff not able to be infiltrated in a grass buffer."]
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[null,null,"Example: Runoff Reduction Upstream of an SCM "]
[null,null,"This example uses the east outfall (E), from the site above, with the paired EDB worksheet and Inflows worksheet to demonstrate how to account for runoff reduction upstream of an SCM. This outfall was selected to demonstrate how to apply the four-cover land use model in the RPA worksheet since it has the most complex tributary area on the site.  \n \n\n\n"]
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[null,null,"Once the Site Layout worksheet is completed, the next step is to populate the paired SCM worksheets generated based on the Site Layout SCM entries (EDB_E in this example). When one or more UIA:RPA pairs is located upstream of an SCM, select 'Yes' to the question 2.A in the SCM worksheets (excluding GreenRoof, BlueRoof, and PPS). A new worksheet 'EDB_E_Inflows' is generated. All inflow points to the EDB should be entered into this worksheet and associated values are carried back to populate the original EDB_E worksheet. "]
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[null,null,"The map below shows the east outfall area (E) in more detail.  "]
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[null,null,"The four area types shown on the site map above include DCIA (red), UIA (magenta), RPA (green), and SPA (yellow).  The downstream SCM (EDB in this example) is shown in blue.  A description of the different areas and associated design points is described below:\n\n  - E1_Roof is considered UIA because it drains through downspouts to storm pipes (dashed blue line) that connect to storm inlets (E5) before discharging to a grass swale (E10).\n  - E2 is SPA that is collected in an area drain which is also connected to storm inlets (E5) before discharging to the grass swale RPA (E10). \n  - E3 and E4 are both SPA which drain across the parking lot to the storm inlets (E5) before discharging to the grass swale RPA (E10).\n  - E5 represents the parking lot UIA which drains via storm inlets to the grass swale RPA (E10).\n  - E6 is SPA that drains directly to the grass swale RPA (E10).\n  - E7 is UIA (parking lot) that drains south through slotted curb and is distributed uniformly across a grass buffer RPA (E8). \n  - E8 is a grass buffer RPA which serves as the north embankment of the grass swale (E10).\n  - E9 is SPA that drains north and serves as the south embankment to the grass swale (E10).\n  - E10 is a grass swale RPA which drains to the EDB.\n  - E11 is SPA that drains directly to the EDB.\n  - E12 is DCIA (parking lot) that is collected in storm inlets and conveyed by storm pipe (E16_Pipe) directly to the EDB.\n  - E13, E14, and E15 are all SPA that drain across the parking lot to the storm inlet at E16.\n  - E16 is DCIA that is collected by a storm inlet and conveyed by storm pipe (E16_Pipe) directly to the EDB.\n  - E17 and E18 are both SPA that sheet flow across the parking lot (E19).\n  - E19 is UIA (parking lot) that drains east through slotted curb and is distributed uniformly across a grass buffer RPA (E20).\n  - E20 is is a grass buffer RPA which serves as the west embankment of the EDB.\n  - E21 is SPA that drains directly to the EDB."]
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[null,null,"Below is a screenshot of the completed EDB_E_Inflows worksheet including 21 design points representing the four-cover land use model described above. Reminder that this workbook is generated by selecting 'Yes' to question 2.A in the EDB_E workbook. \n"]
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[null,null,"The Design Point Results summary table in the Inflows worksheet calculates the cumulative runoff, runoff reduction, and runoff remaining at each design point.  The combined inflows to the EDB are reduced by approximately 13% (475 cubic feet) as a result of directing impervious areas across grass buffers and through the grass swale.  \n\nThe inflow design points that drain directly to the EDB are carried back to the EDB_E worksheet in Section 1.B as shown in the screenshot below.  The default WQCV (2.C) is reduced to account for the runoff reduction from upstream RPA (2.D) resulting in the remaining WQCV (2.E) that must be provided.  The actual Design WQCV (2.F) of 2,450 cubic feet, populated by the designer, is then returned to the Site Layout worksheet.  "]