{"text_format":"1","workbook":"xlsx","n_sheets":14,"sheets":["INTRO","IRF","BMP Selection Tool","Runoff Reduction","GB","GS","RG","SF","EDB","RP","CWP","CWC","PPS","Mean Storm Depth Map"],"not_rendered":{"charts":1,"images":6,"macros":1,"external_links":0,"defined_names":509,"comments":2,"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":"whole","date_system":"1900"}

{"sheet":"INTRO","index":0,"n_rows":41,"n_cols":19,"rows_kept":41,"cut":false,"hidden":false,"merged":[[0,1,2,9],[6,1,6,9],[4,1,4,9],[5,1,5,9],[3,1,3,9]]}
[null,"STORMWATER BEST MANAGEMENT PRACTICE DESIGN WORKBOOK",null,null,null,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,null,null,null,null,null,"Workbook Protected"]
[]
[null,"UD-BMP (Version 3.07, March 2018)"]
[null,"Urban Drainage and Flood Control District"]
[null,"Denver, Colorado"]
[null,"www.udfcd.org"]
[]
[null,"Purpose:","This workbook is to be used as a design aid in the preliminary stages of BMP design."]
[]
[null,"Function:","To provide the designer with built-in tools to incorporate established criteria and"]
[null,null,"sizing into the preliminary design."]
[]
[null,"Content:","The workbook consists of the following 12 design-aid worksheets:"]
[]
[null,"Deciderator","  BMP Selection Tool"]
[]
[null,"Runoff Reduction","  Quantifying Runoff Reduction for Unconnected Impervious Area (UIA) across Receiving Pervious Area (RPA)"]
[]
[null,"GB","  Grass Buffer"]
[]
[null,"GS","  Grass Swale"]
[]
[null,"RG","  Rain Garden"]
[]
[null,"SF","  Sand Filter "]
[]
[null,"EDB","  Extended Detention Basin"]
[]
[null,"RP","  Retention Pond"]
[]
[null,"CWP","  Constructed Wetland Pond"]
[]
[null,"CWC","  Constructed Wetland Channel"]
[]
[null,"PPS","  Permeable Pavement Systems"]
[]
[null,"MAP","  Mean Storm Depth Map"]
[]
[null,"Comments?","Direct all comments regarding this workbook to:",null,null,null,null,"UDFCD E-Mail"]
[null,"Revisions?","Check for revised versions of this or any other workbook at:",null,null,null,null,"www.udfcd.org"]

{"sheet":"IRF","index":1,"n_rows":307,"n_cols":87,"rows_kept":307,"cut":false,"hidden":true,"merged":[[58,1,58,5],[60,1,60,18],[46,1,46,2],[16,25,17,25],[16,20,18,20],[16,22,17,22],[197,61,197,62],[197,64,197,65],[197,67,197,68],[16,24,17,24],[24,4,25,4],[24,7,25,7],[24,12,25,12],[16,21,18,21],[16,23,17,23],[58,8,59,17],[153,43,154,43],[153,55,154,55],[179,43,179,44],[197,55,197,56],[179,55,179,56],[83,56,84,56],[85,56,86,56],[118,55,118,56],[1,1,1,18],[24,5,25,5],[24,11,25,11],[24,17,25,17],[24,6,25,6],[24,13,25,13],[24,16,25,16],[15,20,15,25],[5,109,5,115],[6,8,6,17],[7,8,7,17],[8,8,8,17],[9,8,9,17],[5,8,5,17],[5,78,5,84],[11,5,12,10],[4,92,4,107],[24,8,25,8],[24,9,25,9],[24,14,25,14],[24,10,25,10],[24,15,25,15],[23,1,23,2],[2,1,2,18],[120,55,121,55],[30,20,31,25],[197,58,197,59],[197,73,197,74],[285,101,285,102],[286,96,287,96],[294,96,295,96],[296,96,297,96],[288,96,289,96],[290,96,291,96],[292,96,293,96],[283,67,283,68],[283,70,283,71],[283,73,283,74],[197,76,197,77],[197,79,197,80],[197,82,197,83],[197,85,197,86],[283,76,283,77],[255,76,255,77],[255,85,255,86],[255,67,255,68],[255,70,255,71],[255,79,255,80],[312,96,313,96],[298,96,299,96],[300,96,301,96],[302,96,303,96],[304,96,305,96],[306,96,307,96],[308,96,309,96],[310,96,311,96],[283,85,283,86],[255,82,255,83],[197,70,197,71],[283,82,283,83],[178,68,178,69],[153,44,153,47],[153,56,153,65],[283,55,283,56],[180,43,180,44],[179,46,180,46],[283,58,283,59],[255,73,255,74],[283,61,283,62],[283,64,283,65],[255,55,255,56],[255,58,255,59],[255,61,255,62],[255,64,255,65],[209,40,209,53],[86,68,88,68],[83,68,85,68],[87,64,88,64],[85,64,86,64],[83,64,84,64],[87,60,88,60],[85,60,86,60],[83,60,84,60],[283,79,283,80]]}
[null,null,null,null,null,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,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C","V"]
[null,"Site-Level Low Impact Development (LID) Design Effective Impervious Calculator\nLID Credit by Impervious Reduction Factor (IRF) Method"]
[null,{"$f":"INTRO!B4","v":"UD-BMP (Version 3.07, March 2018)"}]
[null,null,"User Input"]
[]
[null,null,"Calculated cells",null,null,null,null,"Designer:"]
[null,null,null,null,null,null,null,"Company:"]
[null,"***Design Storm: 1-Hour Rain Depth","WQCV Event",null,0.6,"inches",null,"Date:",{"$f":"TODAY()","v":"2018-04-16"}]
[null,"***Minor Storm: 1-Hour Rain Depth","10-Year Event",null,1.6,"inches",null,"Project:"]
[null,"***Major Storm: 1-Hour Rain Depth","100-Year Event",null,2.6,"inches",null,"Location:"]
[null,"Optional User Defined Storm","CUHP"]
[null,{"$f":"IF(C11=\"CUHP\",\"(CUHP) NOAA 1 Hour Rainfall Depth and Frequency for User Defined Storm\",IF(C11=\"NRCS Method\",\"(NRCS Type II Method) 24-Hour Storm Event and Rainfall Depth for User Defined Storm\",\"\"))","v":"(CUHP) NOAA 1 Hour Rainfall Depth and Frequency for User Defined Storm"},"100-Year Event",null,2.31,{"$f":"IF(E12=\"\",\"\",IF(OR(AND(C11=\"CUHP\",E12<0.95,OR(C12=\"2-Year Event\",C12=\"5-Year Event\",C12=\"10-Year Event\")),AND(C11=\"CUHP\",E12<2,OR(C12=\"25-Year Event\",C12=\"50-Year Event\",C12=\"100-Year Event\"))),\"The rainfall depth entered for the user defined storm is BELOW the range analyzed. IRFs for the user defined storm as entered cannot be calculated within this spreadsheet.\",IF(OR(AND(C11=\"CUHP\",E12>2,OR(C12=\"2-Year Event\",C12=\"5-Year Event\",C12=\"10-Year Event\")),AND(C11=\"CUHP\",E12>3,OR(C12=\"25-Year Event\",C12=\"50-Year Event\",C12=\"100-Year Event\")),AND(C11=\"NRCS Method\",E12>3,C12<>\"\")),\"The rainfall depth entered for the user defined storm is ABOVE the range analyzed.  IRF values provided for the user defined storm may be CONSERVATIVE.\",IF(AND(C11=\"NRCS Method\",E12<0.5,C12<>\"\"),\"Minimum rainfall depth is 0.5 inches.\",\"\"))))","v":""}]
[]
[null,"Max Intensity for Optional User Defined Storm",{"$f":"IF(C11=\"CUHP\",BE189,BS179)","v":2.3053800000000004}]
[]
[null,"SITE INFORMATION (USER-INPUT)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Table 3-3.  Infiltration Rates (f) for IRF Calculations1"]
[null,null,"Sub-basin Identifier",null,1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Soil Type","Hydrologic Soil Group","WQCV Event","Minor Storm Event","Major Storm Event","Optional User Defined Event"]
[null,null,"Receiving Pervious Area Soil Type",null,"Loam"]
[null,null,"Total Area (ac., Sum of DCIA, UIA, RPA, & SPA)",null,1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(in/hr)","(in/hr)","(in/hr)","(in/hr)"]
[null,null,"Directly Connected Impervious Area (DCIA, acres)",null,0.25,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Clay","D",0.12,{"$f":"VLOOKUP(IRF_DEPTH_2,$CH$259:$CI$280,2,TRUE)/2","v":0.22417999999999999},{"$f":"VLOOKUP(IRF_DEPTH_3,$CH$287:$CI$307,2,TRUE)/2","v":0.22628000000000001},{"$f":"IF(C11=\"NRCS Method\",VLOOKUP($E$12,$CH$201:$CI$251,2,TRUE)/24,IF(OR($C$12=\"2-Year Event\",$C$12=\"5-Year Event\",$C$12=\"10-Year Event\"),VLOOKUP($E$12,$CH$259:$CI$280,2,TRUE)/2,IF(OR($C$12=\"25-Year Event\",$C$12=\"50-Year Event\",$C$12=\"100-Year Event\",$C$12=\"500-Year Event\"),VLOOKUP($E$12,$CH$287:$CI$307,2,TRUE)/2)))","v":0.22604000000000002}]
[null,null,"Unconnected Impervious Area (UIA, acres)",null,0.25,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sandy Clay","D",0.16,{"$f":"VLOOKUP(IRF_DEPTH_2,$BP$259:$BQ$280,2,TRUE)/2","v":0.24607000000000001},{"$f":"VLOOKUP(IRF_DEPTH_3,$BP$287:$BQ$307,2,TRUE)/2","v":0.28902},{"$f":"IF(C12=\"NRCS Method\",VLOOKUP($E$12,$BP$201:$BQ$251,2,TRUE)/24,IF(OR($C$12=\"2-Year Event\",$C$12=\"5-Year Event\",$C$12=\"10-Year Event\"),VLOOKUP($E$12,$BP$259:$BQ$280,2,TRUE)/2,IF(OR($C$12=\"25-Year Event\",$C$12=\"50-Year Event\",$C$12=\"100-Year Event\",$C$12=\"500-Year Event\"),VLOOKUP($E$12,$BP$287:$BQ$307,2,TRUE)/2)))","v":0.28649999999999998}]
[null,null,"Receiving Pervious Area (RPA, acres)",null,0.25,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Silty Clay","D",0.18,{"$f":"VLOOKUP(IRF_DEPTH_2,$CB$259:$CC$280,2,TRUE)/2","v":0.28965000000000002},{"$f":"VLOOKUP(IRF_DEPTH_3,$CB$287:$CC$307,2,TRUE)/2","v":0.29116999999999998},{"$f":"IF(C13=\"NRCS Method\",VLOOKUP($E$12,$CB$201:$CC$251,2,TRUE)/24,IF(OR($C$12=\"2-Year Event\",$C$12=\"5-Year Event\",$C$12=\"10-Year Event\"),VLOOKUP($E$12,$CB$259:$CC$280,2,TRUE)/2,IF(OR($C$12=\"25-Year Event\",$C$12=\"50-Year Event\",$C$12=\"100-Year Event\",$C$12=\"500-Year Event\"),VLOOKUP($E$12,$CB$287:$CC$307,2,TRUE)/2)))","v":0.28899999999999998}]
[null,null,"Separate Pervious Area (SPA, acres)",null,0.25,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Clay Loam","D",0.26,{"$f":"VLOOKUP(IRF_DEPTH_2,$BD$259:$BE$280,2,TRUE)/2","v":0.29224600000000001},{"$f":"VLOOKUP(IRF_DEPTH_3,$BD$287:$BE$307,2,TRUE)/2","v":0.29393000000000002},{"$f":"IF(C14=\"NRCS Method\",VLOOKUP($E$12,$BD$201:$BE$251,2,TRUE)/24,IF(OR($C$12=\"2-Year Event\",$C$12=\"5-Year Event\",$C$12=\"10-Year Event\"),VLOOKUP($E$12,$BD$259:$BE$280,2,TRUE)/2,IF(OR($C$12=\"25-Year Event\",$C$12=\"50-Year Event\",$C$12=\"100-Year Event\",$C$12=\"500-Year Event\"),VLOOKUP($E$12,$BD$287:$BE$307,2,TRUE)/2)))","v":0.29149999999999998}]
[null,"RPA Treatment Type: Conveyance (C), \nVolume (V), or Permeable Pavement (PP)",null,null,"C",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Silty Clay Loam","D",0.27,{"$f":"VLOOKUP(IRF_DEPTH_2,$CE$259:$CF$280,2,TRUE)/2","v":0.39963000000000004},{"$f":"VLOOKUP(IRF_DEPTH_3,$CE$287:$CF$307,2,TRUE)/2","v":0.39900000000000002},{"$f":"IF(C15=\"NRCS Method\",VLOOKUP($E$12,$CE$201:$CF$251,2,TRUE)/24,IF(OR($C$12=\"2-Year Event\",$C$12=\"5-Year Event\",$C$12=\"10-Year Event\"),VLOOKUP($E$12,$CE$259:$CF$280,2,TRUE)/2,IF(OR($C$12=\"25-Year Event\",$C$12=\"50-Year Event\",$C$12=\"100-Year Event\",$C$12=\"500-Year Event\"),VLOOKUP($E$12,$CE$287:$CF$307,2,TRUE)/2)))","v":0.39326500000000003}]
[null,null,null,null,{"$f":"IF(COUNTA(E17:E24)=0,\"\",IF(AND(COUNTA(E17:E24)=8,COUNTA($E$8:$E$12)>=1),\"\",\"MISSING INPUT\"))","v":""},{"$f":"IF(COUNTA(F17:F24)=0,\"\",IF(AND(COUNTA(F17:F24)=8,COUNTA($E$8:$E$12)>=1),\"\",\"MISSING INPUT\"))","v":""},"","","","","","","","","","","","",null,null,"Sandy Clay Loam","D",0.34,{"$f":"VLOOKUP(IRF_DEPTH_2,$BS$259:$BT$280,2,TRUE)/2","v":0.38},{"$f":"VLOOKUP(IRF_DEPTH_3,$BS$287:$BT$307,2,TRUE)/2","v":0.3805},{"$f":"IF(C16=\"NRCS Method\",VLOOKUP($E$12,$BS$201:$BT$251,2,TRUE)/24,IF(OR($C$12=\"2-Year Event\",$C$12=\"5-Year Event\",$C$12=\"10-Year Event\"),VLOOKUP($E$12,$BS$259:$BT$280,2,TRUE)/2,IF(OR($C$12=\"25-Year Event\",$C$12=\"50-Year Event\",$C$12=\"100-Year Event\",$C$12=\"500-Year Event\"),VLOOKUP($E$12,$BS$287:$BT$307,2,TRUE)/2)))","v":0.37989499999999998}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Loam","C",0.43,{"$f":"VLOOKUP(IRF_DEPTH_2,$BG$259:$BH$280,2,TRUE)/2","v":0.47648000000000001},{"$f":"VLOOKUP(IRF_DEPTH_3,$BG$287:$BH$307,2,TRUE)/2","v":0.47315000000000002},{"$f":"IF(C17=\"NRCS Method\",VLOOKUP($E$12,$BG$201:$BH$251,2,TRUE)/24,IF(OR($C$12=\"2-Year Event\",$C$12=\"5-Year Event\",$C$12=\"10-Year Event\"),VLOOKUP($E$12,$BG$259:$BH$280,2,TRUE)/2,IF(OR($C$12=\"25-Year Event\",$C$12=\"50-Year Event\",$C$12=\"100-Year Event\",$C$12=\"500-Year Event\"),VLOOKUP($E$12,$BG$287:$BH$307,2,TRUE)/2)))","v":0.46506500000000001}]
[null,"CALCULATED RESULTS (OUTPUT)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Silt Loam","C",0.83,{"$f":"VLOOKUP(IRF_DEPTH_2,$BY$259:$BZ$280,2,TRUE)/2","v":0.67022000000000004},{"$f":"VLOOKUP(IRF_DEPTH_3,$BY$287:$BZ$307,2,TRUE)/2","v":0.76351999999999998},{"$f":"IF(C18=\"NRCS Method\",VLOOKUP($E$12,$BY$201:$BZ$251,2,TRUE)/24,IF(OR($C$12=\"2-Year Event\",$C$12=\"5-Year Event\",$C$12=\"10-Year Event\"),VLOOKUP($E$12,$BY$259:$BZ$280,2,TRUE)/2,IF(OR($C$12=\"25-Year Event\",$C$12=\"50-Year Event\",$C$12=\"100-Year Event\",$C$12=\"500-Year Event\"),VLOOKUP($E$12,$BY$287:$BZ$307,2,TRUE)/2)))","v":0.73916000000000004}]
[null,null,"Total Calculated Area (ac, check against input)",null,{"$f":"IF(OR(E24=\"\",E25=\"MISSING INPUT\"),\"\",IF(E20+E21+E23+E22=E19,E20+E21+E23+E22,\"MATH!\"))","v":1},{"$f":"IF(OR(F24=\"\",F25=\"MISSING INPUT\"),\"\",IF(F20+F21+F23+F22=F19,F20+F21+F23+F22,\"MATH!\"))","v":""},{"$f":"IF(OR(G24=\"\",G25=\"MISSING INPUT\"),\"\",IF(G20+G21+G23+G22=G19,G20+G21+G23+G22,\"MATH!\"))","v":""},{"$f":"IF(OR(H24=\"\",H25=\"MISSING INPUT\"),\"\",IF(H20+H21+H23+H22=H19,H20+H21+H23+H22,\"MATH!\"))","v":""},{"$f":"IF(OR(I24=\"\",I25=\"MISSING INPUT\"),\"\",IF(I20+I21+I23+I22=I19,I20+I21+I23+I22,\"MATH!\"))","v":""},"","","","","","","","","",null,null,"Sandy Loam","C",1.04,{"$f":"VLOOKUP(IRF_DEPTH_2,$BV$259:$BW$280,2,TRUE)/2","v":0.67040999999999995},{"$f":"VLOOKUP(IRF_DEPTH_3,$BV$287:$BW$307,2,TRUE)/2","v":0.78398000000000001},{"$f":"IF(C19=\"NRCS Method\",VLOOKUP($E$12,$BV$201:$BW$251,2,TRUE)/24,IF(OR($C$12=\"2-Year Event\",$C$12=\"5-Year Event\",$C$12=\"10-Year Event\"),VLOOKUP($E$12,$BV$259:$BW$280,2,TRUE)/2,IF(OR($C$12=\"25-Year Event\",$C$12=\"50-Year Event\",$C$12=\"100-Year Event\",$C$12=\"500-Year Event\"),VLOOKUP($E$12,$BV$287:$BW$307,2,TRUE)/2)))","v":0.75961999999999996}]
[null,null,"Directly Connected Impervious Area (DCIA, %)",null,{"$f":"IF(ISNUMBER(E28),IF(OR(E24=\"\",E25=\"MISSING INPUT\"),\"\",E20/E$28),\"\")","v":0.25},{"$f":"IF(ISNUMBER(F28),IF(OR(F24=\"\",F25=\"MISSING INPUT\"),\"\",F20/F$28),\"\")","v":""},{"$f":"IF(ISNUMBER(G28),IF(OR(G24=\"\",G25=\"MISSING INPUT\"),\"\",G20/G$28),\"\")","v":""},{"$f":"IF(ISNUMBER(H28),IF(OR(H24=\"\",H25=\"MISSING INPUT\"),\"\",H20/H$28),\"\")","v":""},{"$f":"IF(ISNUMBER(I28),IF(OR(I24=\"\",I25=\"MISSING INPUT\"),\"\",I20/I$28),\"\")","v":""},"","","","","","","","","",null,null,"Loamy Sand","B",1.92,{"$f":"VLOOKUP(IRF_DEPTH_2,$BJ$259:$BK$280,2,TRUE)/2","v":0.70012999999999992},{"$f":"VLOOKUP(IRF_DEPTH_3,$BJ$287:$BK$307,2,TRUE)/2","v":1.0028600000000001},{"$f":"IF(C20=\"NRCS Method\",VLOOKUP($E$12,$BJ$201:$BK$251,2,TRUE)/24,IF(OR($C$12=\"2-Year Event\",$C$12=\"5-Year Event\",$C$12=\"10-Year Event\"),VLOOKUP($E$12,$BJ$259:$BK$280,2,TRUE)/2,IF(OR($C$12=\"25-Year Event\",$C$12=\"50-Year Event\",$C$12=\"100-Year Event\",$C$12=\"500-Year Event\"),VLOOKUP($E$12,$BJ$287:$BK$307,2,TRUE)/2)))","v":0.88406999999999991}]
[null,null,"Unconnected Impervious Area (UIA, %)",null,{"$f":"IF(ISNUMBER(E28),IF(OR(E24=\"\",E25=\"MISSING INPUT\"),\"\",E21/E$28),\"\")","v":0.25},{"$f":"IF(ISNUMBER(F28),IF(OR(F24=\"\",F25=\"MISSING INPUT\"),\"\",F21/F$28),\"\")","v":""},{"$f":"IF(ISNUMBER(G28),IF(OR(G24=\"\",G25=\"MISSING INPUT\"),\"\",G21/G$28),\"\")","v":""},{"$f":"IF(ISNUMBER(H28),IF(OR(H24=\"\",H25=\"MISSING INPUT\"),\"\",H21/H$28),\"\")","v":""},{"$f":"IF(ISNUMBER(I28),IF(OR(I24=\"\",I25=\"MISSING INPUT\"),\"\",I21/I$28),\"\")","v":""},"","","","","","","","","",null,null,"Sand","A",5.85,{"$f":"VLOOKUP(IRF_DEPTH_2,$BM$259:$BN$280,2,TRUE)/2","v":0.92620000000000002},{"$f":"VLOOKUP(IRF_DEPTH_3,$BM$287:$BN$307,2,TRUE)/2","v":1.5022},{"$f":"IF(C21=\"NRCS Method\",VLOOKUP($E$12,$BM$201:$BN$251,2,TRUE)/24,IF(OR($C$12=\"2-Year Event\",$C$12=\"5-Year Event\",$C$12=\"10-Year Event\"),VLOOKUP($E$12,$BM$259:$BN$280,2,TRUE)/2,IF(OR($C$12=\"25-Year Event\",$C$12=\"50-Year Event\",$C$12=\"100-Year Event\",$C$12=\"500-Year Event\"),VLOOKUP($E$12,$BM$287:$BN$307,2,TRUE)/2)))","v":1.3288450000000001}]
[null,null,"Receiving Pervious Area (RPA, %)",null,{"$f":"IF(ISNUMBER(E28),IF(OR(E24=\"\",E25=\"MISSING INPUT\"),\"\",E22/E$28),\"\")","v":0.25},{"$f":"IF(ISNUMBER(F28),IF(OR(F24=\"\",F25=\"MISSING INPUT\"),\"\",F22/F$28),\"\")","v":""},{"$f":"IF(ISNUMBER(G28),IF(OR(G24=\"\",G25=\"MISSING INPUT\"),\"\",G22/G$28),\"\")","v":""},{"$f":"IF(ISNUMBER(H28),IF(OR(H24=\"\",H25=\"MISSING INPUT\"),\"\",H22/H$28),\"\")","v":""},{"$f":"IF(ISNUMBER(I28),IF(OR(I24=\"\",I25=\"MISSING INPUT\"),\"\",I22/I$28),\"\")","v":""},"","","","","","","","","",null,null,"1Infiltration Rates are based on the Green-Ampt method and are calculated as the average infiltration rate over the duration of the storm."]
[null,null,"Separate Pervious Area (SPA, %)",null,{"$f":"IF(ISNUMBER(E28),IF(OR(E24=\"\",E25=\"MISSING INPUT\"),\"\",E23/E$28),\"\")","v":0.25},{"$f":"IF(ISNUMBER(F28),IF(OR(F24=\"\",F25=\"MISSING INPUT\"),\"\",F23/F$28),\"\")","v":""},{"$f":"IF(ISNUMBER(G28),IF(OR(G24=\"\",G25=\"MISSING INPUT\"),\"\",G23/G$28),\"\")","v":""},{"$f":"IF(ISNUMBER(H28),IF(OR(H24=\"\",H25=\"MISSING INPUT\"),\"\",H23/H$28),\"\")","v":""},{"$f":"IF(ISNUMBER(I28),IF(OR(I24=\"\",I25=\"MISSING INPUT\"),\"\",I23/I$28),\"\")","v":""},"","","","","","","","",""]
[null,null,"AR (RPA / UIA)",null,{"$f":"IF(ISNUMBER(E28),IF(OR(E24=\"\",E25=\"MISSING INPUT\"),\"\",IF(E$31=0,0,IF(E$30=0,0,E31/E30))),\"\")","v":1},"","","","","","","","","","","","",""]
[null,null,"Ia Check",null,{"$f":"IF(ISNUMBER(E28),IF(OR(E24=\"\",E25=\"MISSING INPUT\"),\"\",ROUND(1/(1+E33),2)),\"\")","v":0.5},"","","","","","","","","","","","",""]
[null,null,{"$f":"\"f / I for \"&C8&\":\"","v":"f / I for WQCV Event:"},null,{"$f":"IF(ISNUMBER(E28),IF($E$8=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",IF(E$28=\"\",\"\",VLOOKUP(E18,Infiltration_Rate_Table,3,FALSE)/IRF_DEPTH_1))),\"\")","v":0.71666666666666667},{"$f":"IF(ISNUMBER(F28),IF($E$8=\"\",\"\",IF(F25=\"MISSING INPUT\",\"\",IF(F$28=\"\",\"\",VLOOKUP(F18,Infiltration_Rate_Table,3,FALSE)/IRF_DEPTH_1))),\"\")","v":""},"","","","","","","","","","","",""]
[null,null,{"$f":"\"f / I for \"&C9&\":\"","v":"f / I for 10-Year Event:"},null,{"$f":"IF(ISNUMBER(E28),IF($E$9=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",VLOOKUP(E18,Infiltration_Rate_Table,4,FALSE)/$AT$181)),\"\")","v":0.32942477876106202},"","","","","","","","","","","","",""]
[null,null,{"$f":"\"f / I for \"&C10&\":\"","v":"f / I for 100-Year Event:"},null,{"$f":"IF(ISNUMBER(E28),IF($E$10=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",VLOOKUP(E18,Infiltration_Rate_Table,5,FALSE)/$AV$181)),\"\")","v":0.18234546015107136},"","","","","","","","","","","","",""]
[null,null,{"$f":"\"f / I for \"&B11&\" \"&C11&\":\"","v":"f / I for Optional User Defined Storm CUHP:"},null,{"$f":"IF(ISNUMBER(E28),IF($E$12=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",VLOOKUP(E18,Infiltration_Rate_Table,6,FALSE)/$C$14)),\"\")","v":0.20173030042769519},"","","","","","","","","","","","",""]
[null,null,{"$f":"\"IRF for \"&C8&\":\"","v":"IRF for WQCV Event:"},null,{"$f":"IF(ISNUMBER(E28),IF($E$8=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",IF(OR(E24=\"V\",E24=\"PP\"),0,IF(BE74<0,0,IF(BE74>1,1,BE74))))),\"\")","v":0.84242671064814811},"","","","","","","","","","","","",""]
[null,null,{"$f":"\"IRF for \"&C9&\":\"","v":"IRF for 10-Year Event:"},null,{"$f":"IF(ISNUMBER(E28),IF($E$9=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",IF(E24=\"C\",IF(BE75<0,0,IF(BE75>1,1,BE75)),IF(BE96<0,0,IF(BE96>1,1,BE96))))),\"\")","v":0.92674715368370564},{"$f":"IF(ISNUMBER(F28),IF($E$9=\"\",\"\",IF(F25=\"MISSING INPUT\",\"\",IF(F24=\"C\",IF(BF75<0,0,IF(BF75>1,1,BF75)),IF(BF96<0,0,IF(BF96>1,1,BF96))))),\"\")","v":""},"","","","","","","","","","","",""]
[null,null,{"$f":"\"IRF for \"&C10&\":\"","v":"IRF for 100-Year Event:"},null,{"$f":"IF(ISNUMBER(E28),IF($E$10=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",IF(E24=\"C\",IF(BE76<0,0,IF(BE76>1,1,BE76)),IF(BE99<0,0,IF(BE99>1,1,BE99))))),\"\")","v":0.96370305018070013},{"$f":"IF(ISNUMBER(F28),IF($E$10=\"\",\"\",IF(F25=\"MISSING INPUT\",\"\",IF(F24=\"C\",IF(BF76<0,0,IF(BF76>1,1,BF76)),IF(BF99<0,0,IF(BF99>1,1,BF99))))),\"\")","v":""},"","","","","","","","","","","",""]
[null,null,{"$f":"\"IRF for \"&B11&\" \"&C11&\":\"","v":"IRF for Optional User Defined Storm CUHP:"},null,{"$f":"IF(ISNUMBER(E28),IF($E$12=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",IF(E24=\"C\",IF(BE77<0,0,IF(BE77>1,1,BE77)),IF(BE102<0,0,IF(BE102>1,1,BE102))))),\"\")","v":0.95864708052355585},{"$f":"IF(ISNUMBER(F28),IF($E$12=\"\",\"\",IF(F25=\"MISSING INPUT\",\"\",IF(F24=\"C\",IF(BF77<0,0,IF(BF77>1,1,BF77)),IF(BF102<0,0,IF(BF102>1,1,BF102))))),\"\")","v":""},"","","","","","","","","","","",""]
[null,null,"Total Site Imperviousness:  Itotal",null,{"$f":"IF(ISNUMBER(E28),IF(E25=\"MISSING INPUT\",\"\",IF(E24=\"PP\",(E29+E30+E31*0.4)/(E29+E30+E32+E31),(E29+E30)/(E29+E30+E32+E31))),\"\")","v":0.5},"","","","","","","","","","","","",""]
[null,null,{"$f":"\"Effective Imperviousness for \"&C8&\":\"","v":"Effective Imperviousness for WQCV Event:"},null,{"$f":"IF(ISNUMBER(E28),IF($E$8=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",E29+E39*E30)),\"\")","v":0.460606677662037},"","","","","","","","","","","","",""]
[null,null,{"$f":"\"Effective Imperviousness for \"&C9&\":\"","v":"Effective Imperviousness for 10-Year Event:"},null,{"$f":"IF(ISNUMBER(E28),IF($E$9=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",E29+E40*E30)),\"\")","v":0.48168678842092638},"","","","","","","","","","","","",""]
[null,null,{"$f":"\"Effective Imperviousness for \"&C10&\":\"","v":"Effective Imperviousness for 100-Year Event:"},null,{"$f":"IF(ISNUMBER(E28),IF($E$10=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",E29+E41*E30)),\"\")","v":0.49092576254517506},"","","","","","","","","","","","",""]
[null,{"$f":"\"Effective Imperviousness for \"&B11&\" \"&C11&\":\"","v":"Effective Imperviousness for Optional User Defined Storm CUHP:"},null,null,{"$f":"IF(ISNUMBER(E28),IF($E$12=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",E29+E42*E30)),\"\")","v":0.48966177013088896},"","","","","","","","","","","","",""]
[]
[null,"LID / EFFECTIVE IMPERVIOUSNESS CREDITS"]
[null,null,{"$f":"IF(C8<>\"WQCV Event\",\"This line only for WQCV Event\",C8&\" CREDIT:  Reduce Detention By:\")","v":"WQCV Event CREDIT:  Reduce Detention By:"},null,{"$f":"IF($E$8=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",IF($C$8<>\"WQCV Event\",\"N/A\",IF(E24=\"C\",IF(E43=\"\",\"N/A\",IF(E43=0,\"N/A\",((0.91*E43^3-1.19*E43^2+0.78*E43)-(0.91*E44^3-1.19*E44^2+0.78*E44))/(0.91*E43^3-1.19*E43^2+0.78*E43))),\"N/A\"))))","v":5.099994877545333E-2},"N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A"]
[null,null,{"$f":"IF(C9<>\"10-Year Event\",\"This line only for 10-Year Event\",C9&\" CREDIT**:  Reduce Detention By:\")","v":"10-Year Event CREDIT**:  Reduce Detention By:"},null,{"$f":"IF($E$9=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",IF($C$9<>\"10-Year Event\",\"N/A\",IF(E43=\"\",\"N/A\",IF(E43=0,\"N/A\",1-(((0.95*E45*100-1.9)/1000*E28))/((0.95*E43*100-1.9)/1000*E28))))))","v":3.8152524123069909E-2},{"$f":"IF($E$9=\"\",\"\",IF(F25=\"MISSING INPUT\",\"\",IF($C$9<>\"10-Year Event\",\"N/A\",IF(F43=\"\",\"N/A\",IF(F43=0,\"N/A\",1-(((0.95*F45*100-1.9)/1000*F28-AP202/43560))/((0.95*F43*100-1.9)/1000*F28))))))","v":"N/A"},"N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A"]
[null,null,{"$f":"IF(C10<>\"100-Year Event\",\"This line only for 100-Year Event\",C10&\" CREDIT**:  Reduce Detention By:\")","v":"100-Year Event CREDIT**:  Reduce Detention By:"},null,{"$f":"IF($E$10=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",IF($C$10<>\"100-Year Event\",\"N/A\",IF(E43=\"\",\"N/A\",IF(E43=0,\"N/A\",IF(E37>=1,1-(((-0.00005501*(E46*100)^2+0.030148*(E46*100)-0.12)*E28/12))/((-0.00005501*(E43*100)^2+0.030148*(E43*100)-0.12)*E28/12),1-(((1.78*E46*100-0.002*(E46*100)^2-3.56)/900*E28)/((1.78*E43*100-0.002*(E43*100)^2-3.56)/900*E28))))))))","v":1.7844062078195888E-2},{"$f":"IF($E$10=\"\",\"\",IF(F25=\"MISSING INPUT\",\"\",IF($C$10<>\"100-Year Event\",\"N/A\",IF(F43=\"\",\"N/A\",IF(F43=0,\"N/A\",IF(F37>=1,1-(((-0.00005501*(F46*100)^2+0.030148*(F46*100)-0.12)*F28/12-AP203/43560))/((-0.00005501*(F43*100)^2+0.030148*(F43*100)-0.12)*F28/12),1-(((1.78*F46*100-0.002*(F46*100)^2-3.56)/900*F28-AP203/43560)/((1.78*F43*100-0.002*(F43*100)^2-3.56)/900*F28))))))))","v":"N/A"},"N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A"]
[null,null,{"$f":"IF(C11=\"CUHP\",\"User Defined \" &C11&\" CREDIT:  Reduce Detention By:\",IF(C11=\"NRCS Method\",\"User Defined \" &C11&\" CREDIT:  Reduce Detention By:\",\"This line only for User Defined CUHP or NRCS Event\"))","v":"User Defined CUHP CREDIT:  Reduce Detention By:"},null,{"$f":"IF(OR($C$11=\"CUHP\",$C$11=\"NRCS Method\"),IF(E25=\"MISSING INPUT\",\"\",IF(E19=\"\",\"\",IF($E$12=\"\",\"\",IF($C$11=\"CUHP\",((BF147*MAX($BF$180,$BH$180,$BJ$180,$BL$180,$BN$180)*(1/12)*E19)-(BF149*MAX($BF$180,$BH$180,$BJ$180,$BL$180,$BN$180)*(1/12)*E19))/(BF147*MAX($BF$180,$BH$180,$BJ$180,$BL$180,$BN$180)*(1/12)*E19),((BF147*$E$12*(1/12)*E19)-(BF149*$E$12*(1/12)*E19))/(BF147*$E$12*(1/12)*E19))))),\"\")","v":1.9173926937505154E-2},{"$f":"IF(OR($C$11=\"CUHP\",$C$11=\"NRCS Method\"),IF(F25=\"MISSING INPUT\",\"\",IF(F19=\"\",\"\",IF($E$12=\"\",\"\",IF($C$11=\"CUHP\",((BG147*MAX($BF$180,$BH$180,$BJ$180,$BL$180,$BN$180)*(1/12)*F19)-(BG149*MAX($BF$180,$BH$180,$BJ$180,$BL$180,$BN$180)*(1/12)*F19))/(BG147*MAX($BF$180,$BH$180,$BJ$180,$BL$180,$BN$180)*(1/12)*F19),((BG147*$E$12*(1/12)*F19)-(BG149*$E$12*(1/12)*F19))/(BG147*$E$12*(1/12)*F19))))),\"\")","v":""},"","","","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR($C$11=\"CUHP\",$C$11=\"NRCS Method\"),IF(S25=\"MISSING INPUT\",\"\",IF(S19=\"\",\"\",IF($E$12=\"\",\"\",IF($C$11=\"CUHP\",((BT147*MAX($BF$180,$BH$180,$BJ$180,$BL$180,$BN$180)*(1/12)*S19)-(BT149*MAX($BF$180,$BH$180,$BJ$180,$BL$180,$BN$180)*(1/12)*S19-BC200/43560))/(BT147*MAX($BF$180,$BH$180,$BJ$180,$BL$180,$BN$180)*(1/12)*S19),((BT147*$E$12*(1/12)*S19)-(BT149*$E$12*(1/12)*S19)+BC201/43560)/(BT147*$E$12*(1/12)*S19))))),\"\")","v":""}]
[null,null,null,null,null,"Total Site Imperviousness: ",{"$f":"IF(COUNTA(E8:E10)<1,\"\",IF(SUM(E20:R23)=0,\"\",IF(E25=\"MISSING INPUT\",\"\",(IF(E43=\"\",0,E43*SUM(E20:E23))+IF(F43=\"\",0,F43*SUM(F20:F23))+IF(G43=\"\",0,G43*SUM(G20:G23))+IF(H43=\"\",0,H43*SUM(H20:H23))+IF(I43=\"\",0,I43*SUM(I20:I23))+IF(J43=\"\",0,J43*SUM(J20:J23))+IF(K43=\"\",0,K43*SUM(K20:K23))+IF(L43=\"\",0,L43*SUM(L20:L23))+IF(M43=\"\",0,M43*SUM(M20:M23))+IF(N43=\"\",0,N43*SUM(N20:N23))+IF(O43=\"\",0,O43*SUM(O20:O23))+IF(P43=\"\",0,P43*SUM(P20:P23))+IF(Q43=\"\",0,Q43*SUM(Q20:Q23))+IF(R43=\"\",0,R43*SUM(R20:R23)))/SUM(E20:R23))))","v":0.5},null,"Notes:"]
[null,null,null,null,null,{"$f":"\"Total Site Effective Imperviousness for \"&C8&\": \"","v":"Total Site Effective Imperviousness for WQCV Event: "},{"$f":"IF($E$8=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",(IF(E44=\"\",0,E44*SUM(E20:E23))+IF(F44=\"\",0,F44*SUM(F20:F23))+IF(G44=\"\",0,G44*SUM(G20:G23))+IF(H44=\"\",0,H44*SUM(H20:H23))+IF(I44=\"\",0,I44*SUM(I20:I23))+IF(J44=\"\",0,J44*SUM(J20:J23))+IF(K44=\"\",0,K44*SUM(K20:K23))+IF(L44=\"\",0,L44*SUM(L20:L23))+IF(M44=\"\",0,M44*SUM(M20:M23))+IF(N44=\"\",0,N44*SUM(N20:N23))+IF(O44=\"\",0,O44*SUM(O20:O23))+IF(P44=\"\",0,P44*SUM(P20:P23))+IF(Q44=\"\",0,Q44*SUM(Q20:Q23))+IF(R44=\"\",0,R44*SUM(R20:R23)))/SUM(E20:R23)))","v":0.460606677662037},null,"* Use Green-Ampt average infiltration rate values from Table 3-3."]
[null,null,null,null,null,{"$f":"\"Total Site Effective Imperviousness for \"&C9&\": \"","v":"Total Site Effective Imperviousness for 10-Year Event: "},{"$f":"IF($E$9=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",(IF(E45=\"\",0,E45*SUM(E20:E23))+IF(F45=\"\",0,F45*SUM(F20:F23))+IF(G45=\"\",0,G45*SUM(G20:G23))+IF(H45=\"\",0,H45*SUM(H20:H23))+IF(I45=\"\",0,I45*SUM(I20:I23))+IF(J45=\"\",0,J45*SUM(J20:J23))+IF(K45=\"\",0,K45*SUM(K20:K23))+IF(L45=\"\",0,L45*SUM(L20:L23))+IF(M45=\"\",0,M45*SUM(M20:M23))+IF(N45=\"\",0,N45*SUM(N20:N23))+IF(O45=\"\",0,O45*SUM(O20:O23))+IF(P45=\"\",0,P45*SUM(P20:P23))+IF(Q45=\"\",0,Q45*SUM(Q20:Q23))+IF(R45=\"\",0,R45*SUM(R20:R23)))/SUM(E20:R23)))","v":0.48168678842092638},null,"** Flood control detention volume credits based on empirical equations from Storage Chapter of USDCM.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"IMPERVIOUS REDUCTION FACTOR (IRF) CALCULATIONS"]
[null,null,null,null,null,{"$f":"\"Total Site Effective Imperviousness for \"&C10&\": \"","v":"Total Site Effective Imperviousness for 100-Year Event: "},{"$f":"IF($E$10=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",(IF(E46=\"\",0,E46*SUM(E20:E23))+IF(F46=\"\",0,F46*SUM(F20:F23))+IF(G46=\"\",0,G46*SUM(G20:G23))+IF(H46=\"\",0,H46*SUM(H20:H23))+IF(I46=\"\",0,I46*SUM(I20:I23))+IF(J46=\"\",0,J46*SUM(J20:J23))+IF(K46=\"\",0,K46*SUM(K20:K23))+IF(L46=\"\",0,L46*SUM(L20:L23))+IF(M46=\"\",0,M46*SUM(M20:M23))+IF(N46=\"\",0,N46*SUM(N20:N23))+IF(O46=\"\",0,O46*SUM(O20:O23))+IF(P46=\"\",0,P46*SUM(P20:P23))+IF(Q46=\"\",0,Q46*SUM(Q20:Q23))+IF(R46=\"\",0,R46*SUM(R20:R23)))/SUM(E20:R23)))","v":0.49092576254517506},null,"*** Method assumes that 1-hour rainfall depth is equivalent to 1-hour intensity for calculation purposed"]
[null,{"$f":"\"Total Site Effective Imperviousness for \"&B11&\" \" &C11&\": \"","v":"Total Site Effective Imperviousness for Optional User Defined Storm CUHP: "},null,null,null,null,{"$f":"IF($E$12=\"\",\"\",IF(E25=\"MISSING INPUT\",\"\",(IF(E47=\"\",0,E47*SUM(E20:E23))+IF(F47=\"\",0,F47*SUM(F20:F23))+IF(G47=\"\",0,G47*SUM(G20:G23))+IF(H47=\"\",0,H47*SUM(H20:H23))+IF(I47=\"\",0,I47*SUM(I20:I23))+IF(J47=\"\",0,J47*SUM(J20:J23))+IF(K47=\"\",0,K47*SUM(K20:K23))+IF(L47=\"\",0,L47*SUM(L20:L23))+IF(M47=\"\",0,M47*SUM(M20:M23))+IF(N47=\"\",0,N47*SUM(N20:N23))+IF(O47=\"\",0,O47*SUM(O20:O23))+IF(P47=\"\",0,P47*SUM(P20:P23))+IF(Q47=\"\",0,Q47*SUM(Q20:Q23))+IF(R47=\"\",0,R47*SUM(R20:R23)))/SUM(E20:R23)))","v":0.48966177013088896},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ia Check",{"$f":"IF(E34=\"\",\"\",E34)","v":0.5},"","","","","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"f / I for \"&C8&\":\"","v":"f / I for WQCV Event:"},{"$f":"IF(E35=\"\",\"\",IF(E35>2,2,E35))","v":0.71666666666666667},"","","","","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"f / I for \"&C9&\":\"","v":"f / I for 10-Year Event:"},0.32942477876106202,"","","","","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"f / I for \"&C10&\":\"","v":"f / I for 100-Year Event:"},0.18234546015107136,"","","","","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,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":"\"f / I for \"&B11&\" \"&C11&\":\"","v":"f / I for Optional User Defined Storm CUHP:"},0.20173030042769519,"","","","","","","","","","","","",""]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"IRF - Conveyance Based"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"m","z",null,null,"m","z",null,null,"m","z"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,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",-0.1895,0,null,"a",5.5399999999999998E-2,-5.1200000000000002E-2,null,"a",2.3199999999999998E-2,-2.35E-2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,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",0.53600000000000003,0,null,"b",-0.1028,0.14299999999999999,null,"b",-0.22750000000000001,0.2286]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,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",-1.6924999999999999,0,null,"c",0.23019999999999999,-0.40849999999999997,null,"c",1.0019,-1.0032000000000001]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,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":"\"K-slope for \"&B11&\" \"&C11&\":\"","v":"K-slope for Optional User Defined Storm CUHP:"},{"$f":"IF(BE$59=\"\",\"\",IF(BE$59=0,0,IF(BE$59<=0.2,IF(BE$63<1,$BC$84*BE$63+$BC$85,IF(BE$63<1.5,$BC$86*BE$63+$BC$87,0)),IF(BE$59<=0.4,IF(BE$63<1,$BG$84*BE$63+$BG$85,IF(BE$63<1.5,$BG$86*BE$63+$BG$87,$BG$88*BE$63+$BG$89)),IF(BE$59<=0.6,IF(BE$63<1,$BK$84*BE$63+$BK$85,IF(BE$63<1.5,$BK$86*BE$63+$BK$87,$BK$88*BE$63+$BK$89)),IF(BE$59<=0.8,IF(BE$63<1,$BO$85*BE$63+$BO$86,$BO$87*BE$63^2+$BO$88*BE$63+$BO$89),IF(BE$59<1,$BS$84*BE$63^3+$BS$85*BE$63^2+$BS$86*BE$63+$BS$87,0)))))))","v":0.24475045328752743},{"$f":"IF(BF$59=\"\",\"\",IF(BF$59=0,0,IF(BF$59<=0.2,IF(BF$63<1,$BC$84*BF$63+$BC$85,IF(BF$63<1.5,$BC$86*BF$63+$BC$87,0)),IF(BF$59<=0.4,IF(BF$63<1,$BG$84*BF$63+$BG$85,IF(BF$63<1.5,$BG$86*BF$63+$BG$87,$BG$88*BF$63+$BG$89)),IF(BF$59<=0.6,IF(BF$63<1,$BK$84*BF$63+$BK$85,IF(BF$63<1.5,$BK$86*BF$63+$BK$87,$BK$88*BF$63+$BK$89)),IF(BF$59<=0.8,IF(BF$63<1,$BO$85*BF$63+$BO$86,$BO$87*BF$63^2+$BO$88*BF$63+$BO$89),IF(BF$59<1,$BS$84*BF$63^3+$BS$85*BF$63^2+$BS$86*BF$63+$BS$87,0)))))))","v":""},"","","","","","","","","","","",""]
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[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mean Annual Event",null,null,"2-Year Event",null,"5-Year Event",null,"C","User Specified Event"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WQCV Event",null,null,"5-Year Event",null,"10-Year Event",null,"V","2-Year Event","CUHP"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"95th Percentile Event",null,null,"10-Year Event",null,"25-Year Event",null,"PP","5-Year Event","NRCS Method"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,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-Year Event",null,null,"25-Year Event",null,"50-Year Event",null,null,"10-Year Event"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2-Year Event",null,null,"50-Year Event",null,"100-Year Event",null,null,"25-Year Event"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Storm Event 1",null,null,"Storm Event 2",null,"Storm Event 3",null,null,"50-Year Event"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"100-Year Event"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"USER SPECIFIED INFORMATION"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Runoff Coefficient (Ro):"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Percent Imperviousness","Type C and D NRCS Hydrologic Soil Groups"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.1,0.11]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.15,0.14000000000000001]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.2,0.17]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.25,0.2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.3,0.22]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.35,0.25]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.4,0.28000000000000003]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.45,0.31]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.5,0.34]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.55000000000000004,0.37]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.6,0.41]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.65,0.45]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.7,0.49]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.75,0.54]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.8,0.6]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.85,0.66]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.9,0.73]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.95,0.8]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,0.89]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sub-basin Identifier",null,{"$f":"IF(E17=\"\",\"\",E17)","v":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,"% Imperviousness Before IRF",null,{"$f":"IF(E17=\"\",\"\",E43)","v":0.5},"","","","","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Runoff Coefficient C or D Soil",null,{"$f":"IF(BF146=\"\",\"\",(0.858*BF146^3-0.786*BF146^2+0.774*BF146+0.04))","v":0.33774999999999999},{"$f":"IF(BG146=\"\",\"\",(0.858*BG146^3-0.786*BG146^2+0.774*BG146+0.04))","v":""},"","","","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"% Imperviousness After IRF",null,{"$f":"E47","v":0.48966177013088896},{"$f":"F47","v":""},"","","","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Runoff Coefficient C or D Soil",null,{"$f":"IF(BF148=\"\",\"\",(0.858*BF148^3-0.786*BF148^2+0.774*BF148+0.04))","v":0.33127400617685759},{"$f":"IF(BG148=\"\",\"\",(0.858*BG148^3-0.786*BG148^2+0.774*BG148+0.04))","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,"User Defined Storm - CUHP Method"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Time (Minutes)","CUHP Rainfall Distribution",null,null,null,null,null,null,null,null,null,null,"Time (Minutes)","CUHP Rainfall Distribution",null,null,null,null,null,null,null,null,null,null,"NRCS 24-Hour Type II Rainfall Distribution"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,25,0.25,0.4,0.14000000000000001,0.36400000000000005,null,null,null,null,null,null,null,25,0.25,"",0.25,"",0.25,"",0.15,"",0.14000000000000001,0.32340000000000002,null,7,9.8000000000000004E-2,"",1.8000000000000002E-2,4.1580000000000006E-2,4.1580000000000006E-2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,0.12,0.192,0.25,0.65,null,null,null,null,null,null,null,30,0.14000000000000001,"",0.13,"",0.12,"",0.25,"",0.25,0.57750000000000001,null,8,0.12,"",2.1999999999999992E-2,5.0819999999999983E-2,5.0819999999999983E-2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,35,5.6000000000000001E-2,8.9600000000000013E-2,0.14000000000000001,0.36400000000000005,null,null,null,null,null,null,null,35,6.3E-2,"",5.8000000000000003E-2,"",5.6000000000000001E-2,"",0.12,"",0.14000000000000001,0.32340000000000002,null,8.5,0.13300000000000001,"",1.3000000000000012E-2,3.0030000000000029E-2,6.0060000000000058E-2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,40,4.2999999999999997E-2,6.88E-2,0.08,0.20800000000000002,null,null,null,null,null,null,null,40,0.05,"",4.3999999999999997E-2,"",4.2999999999999997E-2,"",0.08,"",0.08,0.18480000000000002,null,9,0.14699999999999999,"",1.3999999999999985E-2,3.2339999999999966E-2,6.4679999999999932E-2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,45,3.7999999999999999E-2,6.08E-2,6.2E-2,0.16120000000000001,null,null,null,null,null,null,null,45,0.03,"",3.5999999999999997E-2,"",3.7999999999999999E-2,"",0.05,"",6.2E-2,0.14322000000000001,null,9.5,0.16300000000000001,"",1.6000000000000014E-2,3.6960000000000034E-2,7.3920000000000069E-2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,50,3.2000000000000001E-2,5.1200000000000002E-2,0.05,0.13,null,null,null,null,null,null,null,50,0.03,"",3.5999999999999997E-2,"",3.2000000000000001E-2,"",0.05,"",0.05,0.11550000000000001,null,9.75,0.17199999999999999,"",8.9999999999999802E-3,2.0789999999999954E-2,8.3159999999999817E-2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,55,3.2000000000000001E-2,5.1200000000000002E-2,0.04,0.10400000000000001,null,null,null,null,null,null,null,55,0.03,"",0.03,"",3.2000000000000001E-2,"",3.2000000000000001E-2,"",0.04,9.240000000000001E-2,null,10,0.18099999999999999,"",9.000000000000008E-3,2.079000000000002E-2,8.3160000000000081E-2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,60,3.2000000000000001E-2,5.1200000000000002E-2,0.04,0.10400000000000001,null,null,null,null,null,null,null,60,0.03,"",0.03,"",3.2000000000000001E-2,"",3.2000000000000001E-2,"",0.04,9.240000000000001E-2,null,10.5,0.20399999999999999,"",2.2999999999999993E-2,5.3129999999999983E-2,0.10625999999999997]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,65,3.2000000000000001E-2,5.1200000000000002E-2,0.04,0.10400000000000001,null,null,null,null,null,null,null,65,0.03,"",0.03,"",3.2000000000000001E-2,"",3.2000000000000001E-2,"",0.04,9.240000000000001E-2,null,11,0.23499999999999999,"",3.1E-2,7.1610000000000007E-2,0.14322000000000001]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,70,3.2000000000000001E-2,5.1200000000000002E-2,0.02,5.2000000000000005E-2,null,null,null,null,null,null,null,70,0.02,"",0.03,"",3.2000000000000001E-2,"",2.4E-2,"",0.02,4.6200000000000005E-2,null,11.5,0.28299999999999997,"",4.7999999999999987E-2,0.11087999999999998,0.22175999999999996]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,75,3.2000000000000001E-2,5.1200000000000002E-2,0.02,5.2000000000000005E-2,null,null,null,null,null,null,null,75,0.02,"",2.5000000000000001E-2,"",3.2000000000000001E-2,"",2.4E-2,"",0.02,4.6200000000000005E-2,null,11.75,0.35699999999999998,"",7.400000000000001E-2,0.17094000000000004,0.68376000000000015]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,80,2.5000000000000001E-2,4.0000000000000008E-2,1.2E-2,3.1200000000000002E-2,null,null,null,null,null,null,null,80,0.02,"",2.1999999999999999E-2,"",2.5000000000000001E-2,"",1.7999999999999999E-2,"",1.2E-2,2.7720000000000002E-2,null,12,0.66300000000000003,"",0.30600000000000005,0.70686000000000015,2.8274400000000006]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,85,1.9E-2,3.04E-2,1.2E-2,3.1200000000000002E-2,null,null,null,null,null,null,null,85,0.02,"",2.1999999999999999E-2,"",1.9E-2,"",1.7999999999999999E-2,"",1.2E-2,2.7720000000000002E-2,null,12.5,0.73499999999999999,"",7.1999999999999953E-2,0.16631999999999988,0.33263999999999977]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,90,1.9E-2,3.04E-2,1.2E-2,3.1200000000000002E-2,null,null,null,null,null,null,null,90,0.02,"",2.1999999999999999E-2,"",1.9E-2,"",1.4E-2,"",1.2E-2,2.7720000000000002E-2,null,13,0.77200000000000002,"",3.7000000000000033E-2,8.5470000000000074E-2,0.17094000000000015]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,95,1.9E-2,3.04E-2,1.2E-2,3.1200000000000002E-2,null,null,null,null,null,null,null,95,0.02,"",2.1999999999999999E-2,"",1.9E-2,"",1.4E-2,"",1.2E-2,2.7720000000000002E-2,null,13.5,0.79900000000000004,"",2.7000000000000024E-2,6.2370000000000057E-2,0.12474000000000011]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,100,1.9E-2,3.04E-2,1.2E-2,3.1200000000000002E-2,null,null,null,null,null,null,null,100,0.02,"",1.4999999999999999E-2,"",1.9E-2,"",1.4E-2,"",1.2E-2,2.7720000000000002E-2,null,14,0.82,"",2.0999999999999908E-2,4.8509999999999789E-2,9.7019999999999579E-2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,105,1.9E-2,3.04E-2,1.2E-2,3.1200000000000002E-2,null,null,null,null,null,null,null,105,0.02,"",1.4999999999999999E-2,"",1.9E-2,"",1.4E-2,"",1.2E-2,2.7720000000000002E-2,null,16,0.88,"",6.0000000000000053E-2,0.13860000000000014,6.930000000000007E-2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,110,1.9E-2,3.04E-2,1.2E-2,3.1200000000000002E-2,null,null,null,null,null,null,null,110,0.02,"",1.4999999999999999E-2,"",1.9E-2,"",1.4E-2,"",1.2E-2,2.7720000000000002E-2,null,20,0.95199999999999996,"",7.1999999999999953E-2,0.16631999999999988,4.1579999999999971E-2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,115,1.7000000000000001E-2,2.7200000000000002E-2,1.2E-2,3.1200000000000002E-2,null,null,null,null,null,null,null,115,0.01,"",1.4999999999999999E-2,"",1.7000000000000001E-2,"",1.4E-2,"",1.2E-2,2.7720000000000002E-2,null,24,1,"",4.8000000000000043E-2,0.1108800000000001,2.7720000000000026E-2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,120,1.2999999999999999E-2,2.0799999999999999E-2,1.2E-2,3.1200000000000002E-2,null,null,null,null,null,null,null,120,0.01,"",1.2999999999999999E-2,"",1.2999999999999999E-2,"",1.4E-2,"",1.2E-2,2.7720000000000002E-2,null,null,"Peak Intensity (in/hr)",null,{"$f":"IF(BR156=\"\",\"\",SUM(BS169:BS172)*E12)","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,"Total Rainfall (in)",null,{"$f":"IF(AT156=\"\",\"\",SUM(AT156:AT179))","v":1.8511999999999995},null,{"$f":"IF(AV156=\"\",\"\",SUM(AV156:AV179))","v":3.0056000000000016},null,null,null,null,null,null,null,"Total Rainfall (in)",null,{"$f":"IF(BF156=\"\",\"\",SUM(BF156:BF179))","v":""},null,{"$f":"IF(BH156=\"\",\"\",SUM(BH156:BH179))","v":""},null,{"$f":"IF(BJ156=\"\",\"\",SUM(BJ156:BJ179))","v":""},null,{"$f":"IF(BL156=\"\",\"\",SUM(BL156:BL179))","v":""},null,{"$f":"IF(BN156=\"\",\"\",SUM(BN156:BN179))","v":2.6703599999999992}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Max Intensity (in/hr)",null,{"$f":"SUM(AT157:AT168)","v":1.4463999999999997},null,{"$f":"SUM(AV157:AV168)","v":2.5948000000000002}]
[]
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[]
[]
[]
[]
[]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CUHP 100-Year Event",{"$f":"IF(OR(E24=\"V\",E24=\"C\"),IF(E18=\"Sandy Loam\",VLOOKUP($E$10,$BV$287:$BW$307,2,TRUE),IF(E18=\"Silt Loam\",VLOOKUP($E$10,$BY$287:$BZ$307,2,TRUE),IF(E18=\"Silty Clay\",VLOOKUP($E$10,$CB$287:$CC$307,2,TRUE),IF(E18=\"Silty Clay Loam\",VLOOKUP($E$10,$CE$287:$CF$307,2,TRUE),IF(E18=\"Sandy Clay\",VLOOKUP($E$10,$BP$287:$BQ$307,2,TRUE),IF(E18=\"Sandy Clay Loam\",VLOOKUP($E$10,$BS$287:$BT$307,2,TRUE),0)))))),0)","v":0},{"$f":"IF(OR(F24=\"V\",F24=\"C\"),IF(F18=\"Sandy Loam\",VLOOKUP($E$10,$BV$287:$BW$307,2,TRUE),IF(F18=\"Silt Loam\",VLOOKUP($E$10,$BY$287:$BZ$307,2,TRUE),IF(F18=\"Silty Clay\",VLOOKUP($E$10,$CB$287:$CC$307,2,TRUE),IF(F18=\"Silty Clay Loam\",VLOOKUP($E$10,$CE$287:$CF$307,2,TRUE),IF(F18=\"Sandy Clay\",VLOOKUP($E$10,$BP$287:$BQ$307,2,TRUE),IF(F18=\"Sandy Clay Loam\",VLOOKUP($E$10,$BS$287:$BT$307,2,TRUE),0)))))),0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,null,0.9,0.52116999999999991,null,0.9,0.61158000000000001,null,0.9,0.9,null,0.9,0.9,null,0.9,0.49946000000000002,null,0.9,0.56408999999999998,null,0.9,0.9,null,0.9,0.9,null,0.9,0.51871,null,0.9,0.57472000000000001,null,0.9,0.52536466497068646]
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[]
[]
[]
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{"sheet":"BMP Selection Tool","index":2,"n_rows":79,"n_cols":19,"rows_kept":79,"cut":false,"hidden":false,"merged":[[77,10,77,14],[1,1,1,14],[3,4,3,12],[4,4,4,12],[5,4,5,12],[6,4,6,12],[7,4,7,12],[2,3,2,13]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[null,"Design Procedure Form:  BMP Selection Tool "]
[null,null,null,{"$f":"INTRO!B4","v":"UD-BMP (Version 3.07, March 2018)"},null,null,null,null,null,null,null,null,null,null,"Sheet 1 of 1"]
[null,null,"Designer:"]
[null,null,"Company:"]
[null,null,"Date:",null,{"$f":"NOW()","v":"2018-04-16T10:31:13.970"}]
[null,null,"Project:"]
[null,null,"Location:"]
[]
[]
[null,null,"1.","To identify potential BMPs, what best describes"]
[null,null,null," the type of site?"]
[]
[]
[]
[]
[null,null,"2.","Does the typical section include a parking lane, shoulder,"]
[null,null,null,"median, or otherwise allow for surface BMPs?"]
[]
[]
[]
[null,null,"3.","Is the site comprised of Hydrologic Soil Group A or B soils?"]
[]
[]
[]
[]
[null,null,"4.","Is the tributary impervious area1 greater than 1 acre?"]
[]
[]
[]
[]
[null,null,"5.","Is the depth of bedrock greater than 5 feet?"]
[]
[]
[]
[]
[null,null,"6.","Is the tributary impervious area1 greater than 5 acres?"]
[]
[]
[]
[]
[null,null,"7.","Is a water source available for use? "]
[null,null,null,"(baseflow or groundwater)"]
[]
[]
[]
[null,null,"8.","Is the BMP in a developing watershed?"]
[]
[]
[]
[]
[null,null,"9.","Are BMPs allowed in the right-of-way?"]
[]
[]
[]
[]
[null,null,"10.","Does the community have an established Fee in Lieu"]
[null,null,null,"Program in place?"]
[]
[]
[]
[null,null,"11.","Step 1 of Four Step Process: "]
[null,null,null,"MDCIA / Volume Reduction (Not WQCV) BMPs"]
[]
[]
[]
[]
[]
[]
[null,null,"12.","Step 2 of Four Step Process:"]
[null,null,null,"WQCV BMPs"]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,"Notes:","1. 'Tributary impervious area' refers to the impervious area draining to the BMP, not the total area of the project site."]

{"sheet":"Runoff Reduction","index":3,"n_rows":65,"n_cols":28,"rows_kept":65,"cut":false,"hidden":false,"merged":[[7,4,7,13],[1,1,1,16],[32,20,33,20],[3,4,3,13],[4,4,4,13],[5,4,5,13],[6,4,6,13],[30,20,30,27],[2,1,2,14],[54,21,55,22],[54,20,56,20],[57,21,59,21],[57,22,59,22],[57,23,59,23],[57,24,59,24],[54,23,55,24],[54,25,54,27],[55,25,56,25],[55,26,56,26],[55,27,56,27]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Unprotected","Worksheet Protected"]
[null,"Design Procedure Form:  Runoff Reduction                "]
[null,{"$f":"INTRO!B4","v":"UD-BMP (Version 3.07, March 2018)"},null,null,null,null,null,null,null,null,null,null,null,null,null," Sheet 1 of 1"]
[null,null,"Designer:"]
[null,null,"Company:"]
[null,null,"Date:",null,{"$f":"NOW()","v":"2018-04-16T10:31:13.970"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area Type"]
[null,null,"Project:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DCIA"]
[null,null,"Location:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"UIA:RPA"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SPA"]
[]
[null,null,"SITE INFORMATION (User Input in Blue Cells)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"BMP Type"]
[null,null,null,null,null,"WQCV Rainfall Depth",0.6,"inches",null,null,null,null,null,null,null,null,null,null,null,null,"None"]
[null,null,null,null,null,"Depth of Average Runoff Producing Storm, d6 =",0.43,"inches (for Watersheds Outside of the Denver Region, Figure 3-1 in USDCM Vol. 3)",null,null,null,null,null,null,null,null,null,null,null,null,"RG"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EDB"]
[null,null,null,"Area Type",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SF"]
[null,null,null,"Area ID",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RP"]
[null,null,null,"Downstream Design Point ID",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CWP"]
[null,null,null,"Downstream BMP Type"]
[null,null,null,"DCIA (ft2)"]
[null,null,null,"UIA (ft2)"]
[null,null,null,"RPA (ft2)"]
[null,null,null,"SPA (ft2)"]
[null,null,null,"HSG A (%)"]
[null,null,null,"HSG B (%)"]
[null,null,null,"HSG C/D (%)"]
[null,null,null,"Average Slope of RPA (ft/ft)"]
[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,"UIA:RPA Runoff Equation based on Multivariable SWMM Analysis"]
[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,"CALCULATED RUNOFF RESULTS"]
[null,null,null,"Area ID",{"$f":"IF(E16=\"\",\"\",E16)","v":""},"","","","","","","","","","","",null,null,null,null,"Runoff (in) =  C0+(C1*(0.95 -P2(in)))+(C2*Area(ft2))+(C3*L/W Ratio)+(C4*Slope(ft/ft))+(C5*UIA/Area)+(C6*(UIA/Area)^2)"]
[null,null,null,"UIA:RPA Area (ft2)",{"$f":"IF(OR(E15=\"DCIA\",E15=\"SPA\"),\"--\",IF(OR(E15=\"\",E20=\"\",E21=\"\"),\"\",E20+E21))","v":""},"","","","","","","","","","",""]
[null,null,null,"L / W Ratio",{"$f":"IF(OR(E15=\"DCIA\",E15=\"SPA\"),\"--\",IF(OR(E15=\"\",E20=\"\",E21=\"\",E27=\"\"),\"\",\nIF(((E20/E27)+(E21/E27))/E27<0.0625,0.0625,IF(((E20/E27)+(E21/E27))/E27>16,16,((E20/E27)+(E21/E27))/E27))))","v":""},{"$f":"IF(OR(F15=\"DCIA\",F15=\"SPA\"),\"--\",IF(OR(F15=\"\",F20=\"\",F21=\"\",F27=\"\"),\"\",\nIF(((F20/F27)+(F21/F27))/F27<0.0625,0.0625,IF(((F20/F27)+(F21/F27))/F27>16,16,((F20/F27)+(F21/F27))/F27))))","v":""},"","","","","","","","","","",null,null,null,null,"Soil\n Type","Constant","P2 (in)","Area (ft2)","L/W Ratio","Slope (ft/ft)","UIA/Area","(UIA/Area)2"]
[null,null,null,"UIA / Area ",{"$f":"IF(OR(E15=\"DCIA\",E15=\"SPA\"),\"--\",IF(OR(E15=\"\",E20=\"\",E32=\"\"),\"\",E20/E32))","v":""},"","","","","","","","","","","",null,null,null,null,null,"C0","C1","C2","C3","C4","C5","C6"]
[null,null,null,"Runoff (in)",{"$f":"IF(OR(RR_P2=\"\",E15=\"\"),\"\",\nIF(E15=\"SPA\",0,\nIF(E15=\"DCIA\",RR_P2-0.1,\nIF(OR(E32=\"\",E33=\"\",E26=\"\",E34=\"\",SUM(E23:E25)<>1),\"\",\nIF(E34<0.3,MIN((RR_P2-0.1)*E34,MAX(0,E25*(RR_CD_C0+(RR_CD_C1*(0.95-RR_P2))+(RR_CD_C2*E32)+(RR_CD_C3*E33)+(RR_CD_C4*E26)+(RR_CD_C5*E34)+(RR_CD_C6*E34^2)))),\n\nIF(E34<0.6,MIN((RR_P2-0.1)*E34,MAX(0,E24*(RR_B_C0+(RR_B_C1*(0.95-RR_P2))+(RR_B_C2*E32)+(RR_B_C3*E33)+(RR_B_C4*E26)+(RR_B_C5*E34)+(RR_B_C6*E34^2)))+MAX(0,E25*(RR_CD_C0+(RR_CD_C1*(0.95-RR_P2))+(RR_CD_C2*E32)+(RR_CD_C3*E33)+(RR_CD_C4*E26)+(RR_CD_C5*E34)+(RR_CD_C6*E34^2)))),\n\nMIN((RR_P2-0.1)*E34,MAX(0,E23*(RR_A_C0+(RR_A_C1*(0.95-RR_P2))+(RR_A_C2*E32)+(RR_A_C3*E33)+(RR_A_C4*E26)+(RR_A_C5*E34)+(RR_A_C6*E34^2)))+MAX(0,E24*(RR_B_C0+(RR_B_C1*(0.95-RR_P2))+(RR_B_C2*E32)+(RR_B_C3*E33)+(RR_B_C4*E26)+(RR_B_C5*E34)+(RR_B_C6*E34^2)))+MAX(0,E25*(RR_CD_C0+(RR_CD_C1*(0.95-RR_P2))+(RR_CD_C2*E32)+(RR_CD_C3*E33)+(RR_CD_C4*E26)+(RR_CD_C5*E34)+(RR_CD_C6*E34^2))))))))))","v":""},"","","","","","","","","","","",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,"Runoff (ft3)",{"$f":"IF(E35=\"\",\"\",\nIF(E15=\"DCIA\",(E35/12)*E19,\nIF(E15=\"SPA\",0,\n(E35/12)*E32)))","v":""},"","","","","","","","","","","",null,null,null,null,"B Soils",-7.7722198901951117E-2,-0.92544927365566898,-2.4488898824683149E-7,-1.4457444705395272E-3,5.0193433353167893E-2,-1.3616189057006118E-2,0.92437113622269429]
[null,null,null,"Runoff Reduction (ft3)",{"$f":"IF(E35=\"\",\"\",\nIF(E15=\"DCIA\",0,\nIF(E15=\"SPA\",IF(OR(RR_P2=\"\",E22=\"\"),\"\",(RR_P2/12)*E22),\nIF(E36=\"\",\"\",((RR_P2-0.1)/12)*E20-E36))))","v":""},"","","","","","","","","","","",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,"CALCULATED WQCV RESULTS",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Where:","P2 (in) = 2-hour WQCV Rainfall Depth"]
[null,null,null,"Area ID",{"$f":"IF(E16=\"\",\"\",E16)","v":""},"","","","","","","","","","","",null,null,null,null,null,"Area (ft2) = UIA:RPA area (sum of UIA and RPA)"]
[null,null,null,"WQCV (ft3)",{"$f":"IF(OR(RR_P2=\"\",RR_d6=\"\",E15=\"\",E18=\"\"),\"\",\nIF(E15=\"SPA\",0,\nIF(E15=\"DCIA\",IF(E19=\"\",\"\",IF(OR(E18=\"EDB\",E18=\"None\"),1,IF(E18=\"CWP\",0.9,0.8))*((0.91-1.19+0.78)/12)*E19)*(RR_d6/0.43),\nIF(OR(E32=\"\",E34=\"\"),\"\",IF(OR(E18=\"EDB\",E18=\"None\"),1,IF(E18=\"CWP\",0.9,0.8))*((0.91-1.19+0.78)/12)*E20)*(RR_d6/0.43))))","v":""},{"$f":"IF(OR(RR_P2=\"\",RR_d6=\"\",F15=\"\",F18=\"\"),\"\",\nIF(F15=\"SPA\",0,\nIF(F15=\"DCIA\",IF(F19=\"\",\"\",IF(OR(F18=\"EDB\",F18=\"None\"),1,IF(F18=\"CWP\",0.9,0.8))*((0.91-1.19+0.78)/12)*F19)*(RR_d6/0.43),\nIF(OR(F32=\"\",F34=\"\"),\"\",IF(OR(F18=\"EDB\",F18=\"None\"),1,IF(F18=\"CWP\",0.9,0.8))*((0.91-1.19+0.78)/12)*F20)*(RR_d6/0.43))))","v":""},"","","","","","","","","",{"$f":"IF(OR(RR_P2=\"\",RR_d6=\"\",P15=\"\",P18=\"\"),\"\",\nIF(P15=\"SPA\",0,\nIF(P15=\"DCIA\",IF(P19=\"\",\"\",IF(OR(P18=\"EDB\",P18=\"None\"),1,IF(P18=\"CWP\",0.9,0.8))*((0.91-1.19+0.78)/12)*P19)*(RR_d6/0.43),\nIF(OR(P32=\"\",P34=\"\"),\"\",IF(OR(P18=\"EDB\",P18=\"None\"),1,IF(P18=\"CWP\",0.9,0.8))*((0.91-1.19+0.78)/12)*P20)*(RR_d6/0.43))))","v":""},null,null,null,null,null,"L/W Ratio = Ratio of total flow length to width for UIA:RPA area"]
[null,null,null,"WQCV Reduction (ft3)",{"$f":"IF(OR(E18=\"\",E36=\"\",E41=\"\"),\"\",\nIF(IF(OR(E18=\"EDB\",E18=\"None\"),E41-E36,IF(E18=\"CWP\",(E41/0.9)-E36,(E41/0.8)-E36))<0,0,\nIF(OR(E18=\"EDB\",E18=\"None\"),E41-E36,IF(E18=\"CWP\",(E41/0.9)-E36,(E41/0.8)-E36))))","v":""},{"$f":"IF(OR(F18=\"\",F36=\"\",F41=\"\"),\"\",\nIF(IF(OR(F18=\"EDB\",F18=\"None\"),F41-F36,IF(F18=\"CWP\",(F41/0.9)-F36,(F41/0.8)-F36))<0,0,\nIF(OR(F18=\"EDB\",F18=\"None\"),F41-F36,IF(F18=\"CWP\",(F41/0.9)-F36,(F41/0.8)-F36))))","v":""},"","","","","","","","","","",null,null,null,null,null,"Slope (ft/ft) = average overland flow slope of RPA"]
[null,null,null,"WQCV Reduction (%)",{"$f":"IF(OR(E41=\"\",E42=\"\"),\"\",IF(E41=0,0,E42/E41))","v":""},{"$f":"IF(OR(F41=\"\",F42=\"\"),\"\",IF(F41=0,0,F42/F41))","v":""},"","","","","","","","","","",null,null,null,null,null,"UIA / Area = UIA / (UIA + RPA)"]
[null,null,null,"Untreated WQCV (ft3)",{"$f":"IF(OR(E41=\"\",E42=\"\"),\"\",E41-E42)","v":""},{"$f":"IF(OR(F41=\"\",F42=\"\"),\"\",F41-F42)","v":""},"","","","","","","","","",""]
[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,"CALCULATED DESIGN POINT RESULTS (sums results from all columns with the same Downstream Design Point ID)",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,"Downstream Design Point ID",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,"DCIA (ft2)",{"$f":"IF(E$47=\"\",\"\",SUMIF(RR_DesignPoint_ID,E$47,RR_DCIA))","v":""},"","","","","","","","","","","",null,null,null,null,null,"0.00 ≤ (UIA / Area) ≤ 1.0 (Type C/D Soils)"]
[null,null,null,"UIA (ft2)",{"$f":"IF(E$47=\"\",\"\",SUMIF(RR_DesignPoint_ID,E$47,RR_UIA))","v":""},"","","","","","","","","","","",null,null,null,null,null,"0.25 in ≤ P2 ≤ 0.95 in"]
[null,null,null,"RPA (ft2)",{"$f":"IF(E$47=\"\",\"\",SUMIF(RR_DesignPoint_ID,E$47,RR_RPA))","v":""},"","","","","","","","","","","",null,null,null,null,null,"1,000 ft2 ≤ Area ≤ 80,000 ft2"]
[null,null,null,"SPA (ft2)",{"$f":"IF(E$47=\"\",\"\",SUMIF(RR_DesignPoint_ID,E$47,RR_SPA))","v":""},"","","","","","","","","","","",null,null,null,null,null,"0.0625 ≤ L/W Ratio ≤ 16.0"]
[null,null,null,"Total Area (ft2)",{"$f":"IF(E47=\"\",\"\",SUM(E48:E51))","v":""},{"$f":"IF(F47=\"\",\"\",SUM(F48:F51))","v":""},"","","","","","","","","","",null,null,null,null,null,"0.005 ft/ft ≤ Slope ≤ 0.333 ft/ft"]
[null,null,null,"Total Impervious Area (ft2)",{"$f":"IF(E47=\"\",\"\",SUM(E48:E49))","v":""},{"$f":"IF(F47=\"\",\"\",SUM(F48:F49))","v":""},"","","","","","","","","",""]
[null,null,null,"WQCV (ft3)",{"$f":"IF(OR(RR_P2=\"\",RR_d6=\"\",E$47=\"\"),\"\",SUMIF(RR_DesignPoint_ID,E$47,RR_Vol3_WQCV))","v":""},"","","","","","","","","","","",null,null,null,null,"Default Hydrologic Parameters used in SWMM Modeling"]
[null,null,null,"WQCV Reduction (ft3)",{"$f":"IF(OR(E$47=\"\",E54=\"\"),\"\",SUMIF(RR_DesignPoint_ID,E$47,RR_Vol3_WQCVReduction))","v":""},"","","","","","","","","","","",null,null,null,null,"Hydrologic Soil Group","Manning's n for\nOverland Flow",null,"Depression Storage\n(inches)",null,"Horton Infiltration"]
[null,null,null,"WQCV Reduction (%)",{"$f":"IF(OR(E47=\"\",E54=\"\",E55=\"\"),\"\",IF(E54=0,0,E55/E54))","v":""},{"$f":"IF(OR(F47=\"\",F54=\"\",F55=\"\"),\"\",IF(F54=0,0,F55/F54))","v":""},"","","","","","","","","","",null,null,null,null,null,null,null,null,null,"Initial Rate\n(in/hr)","Decay Coeff\n(hour-1)","Final Rate\n(in/hr)"]
[null,null,null,"Untreated WQCV (ft3)",{"$f":"IF(OR(E$47=\"\",E54=\"\"),\"\",SUMIF(RR_DesignPoint_ID,E$47,RR_Vol3_UntreatedWQCV))","v":""},"","","","","","","","","","","",null,null,null,null,null,"Pervious","Impervious","Pervious","Impervious"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"A",0.1,0.01,0.1,0.1,5,2.52,1]
[null,null,"CALCULATED SITE RESULTS (sums results from all columns in worksheet)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"B",null,null,null,null,4.5,6.48,0.6]
[null,null,null,"Total Area (ft2)",{"$f":"IF(E47=\"\",\"\",SUM(E52:P52))","v":""},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,"Total Impervious Area (ft2)",{"$f":"IF(E47=\"\",\"\",SUM(E53:P53))","v":""}]
[null,null,null,"WQCV (ft3)",{"$f":"IF(OR(RR_P2=\"\",RR_d6=\"\",E60=\"\"),\"\",SUM(RR_Vol3_WQCV))","v":""}]
[null,null,null,"WQCV Reduction (ft3)",{"$f":"IF(OR(E60=\"\",E62=\"\"),\"\",SUM(RR_Vol3_WQCVReduction))","v":""}]
[null,null,null,"WQCV Reduction (%)",{"$f":"IF(OR(E60=\"\",E62=\"\",E63=\"\"),\"\",IF(E62=0,0,E63/E62))","v":""}]
[null,null,null,"Untreated WQCV (ft3)",{"$f":"IF(OR(E60=\"\",E62=\"\"),\"\",SUM(RR_Vol3_UntreatedWQCV))","v":""}]

{"sheet":"GB","index":4,"n_rows":76,"n_cols":19,"rows_kept":76,"cut":false,"hidden":false,"merged":[[1,1,1,13],[3,4,3,12],[4,4,4,12],[6,4,6,12],[5,4,5,12],[2,5,2,12],[64,12,64,13],[66,10,66,13],[7,4,7,12],[58,10,58,13],[59,10,59,13],[60,10,60,13],[46,10,46,13],[51,10,51,13],[49,10,49,13],[52,10,52,13],[50,10,50,13],[44,10,44,13],[45,10,45,13],[65,10,65,13],[67,10,67,13],[79,2,79,13],[72,10,72,13],[73,10,73,13],[75,4,75,13],[74,10,74,13],[76,2,76,13],[77,2,77,13],[78,2,78,13]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[null,"Design Procedure Form:  Grass Buffer (GB)"]
[null,null,null,null,null,{"$f":"INTRO!B4","v":"UD-BMP (Version 3.07, March 2018)"},null,null,null,null,null,null,null,"Sheet 1 of 1"]
[null,null,"Designer:"]
[null,null,"Company:"]
[null,null,"Date:",null,{"$f":"NOW()","v":"2018-04-16T10:31:13.970"}]
[null,null,"Project:"]
[null,null,"Location:"]
[]
[]
[null,null,"1. ","Design Discharge"]
[]
[null,null,null,"A)  2-Year Peak Flow Rate of the Area Draining to the Grass Buffer",null,null,null,null,null,null,"Q2 =",null,"cfs"]
[]
[]
[null,null,"2.","Minimum Width of Grass Buffer",null,null,null,null,null,null,"WG =",{"$f":"IF(GB_Q2=\"\",\"\",GB_Q2/0.05)","v":""},"ft"]
[]
[]
[null,null,"3.","Length of Grass Buffer (14' or greater recommended)",null,null,null,null,null,null,"LG =",null,{"$f":"IF(GBL=\"\",\"ft\",IF(GBL>=14,\"ft\",\"ft (increased length will improve treatment)\"))","v":"ft"}]
[]
[]
[null,null,"4.","Buffer Slope (in the direction of flow, not to exceed 0.1 ft / ft)",null,null,null,null,null,null,"SG =",null,"ft / ft",{"$f":"IF(GBS=\"\",\"\",IF(GBS<=0.1,\"\",\"SLOPE TOO HIGH (>0.1ft / ft)\"))","v":""}]
[]
[]
[null,null,"5.","Flow Characteristics (sheet or concentrated)"]
[]
[null,null,null,"A)  Does runoff flow into the grass buffer across the "]
[null,null,null,"     entire width of the buffer? "]
[]
[null,null,null,"B)  Watershed Flow Length ",null,null,null,null,null,null,"FL=",null,"ft "]
[]
[null,null,null,"C)  Interface Slope (normal to flow)",null,null,null,null,null,null,"SI=",null,"ft / ft"]
[]
[null,null,null,"D)  Type of Flow"]
[null,null,null,"      Sheet Flow: FL * SI < 1"]
[null,null,null,"      Concentrated Flow: FL * SI > 1"]
[]
[]
[null,null,"6.","Flow Distribution for Concentrated Flows"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,7,"Soil Preparation"]
[null,null,null,"(Describe soil amendment)"]
[]
[]
[]
[]
[null,null,8,"Vegetation (Check the type used or describe \"Other\")"]
[]
[]
[]
[]
[]
[]
[]
[null,null,"9.","Irrigation"]
[null,null,null,"(*Select None if existing buffer area has 80% vegetation "]
[null,null,null,"AND will not be disturbed during construction.)"]
[]
[]
[null,null,"10.","Outflow Collection (Check the type used or describe \"Other\")"]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,"Notes:"]

{"sheet":"GS","index":5,"n_rows":72,"n_cols":19,"rows_kept":72,"cut":false,"hidden":false,"merged":[[65,10,65,13],[66,10,66,13],[75,1,75,13],[76,1,76,13],[73,1,73,13],[74,1,74,13],[71,4,71,13],[72,1,72,13],[63,10,63,13],[64,10,64,13],[1,1,1,13],[3,4,3,12],[4,4,4,12],[5,4,5,12],[6,4,6,12],[7,4,7,12],[2,5,2,11]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[null,"Design Procedure Form:  Grass Swale (GS)"]
[null,null,null,null,null,{"$f":"INTRO!B4","v":"UD-BMP (Version 3.07, March 2018)"},null,null,null,null,null,null,null,"Sheet 1 of 1"]
[null,null,"Designer:"]
[null,null,"Company:"]
[null,null,"Date:",null,{"$f":"NOW()","v":"2018-04-16T10:31:13.970"}]
[null,null,"Project:"]
[null,null,"Location:"]
[]
[]
[null,null,"1.","Design Discharge for 2-Year Return Period",null,null,null,null,null,null,"Q2 =",null,"cfs"]
[]
[]
[null,null,"2.","Hydraulic Residence Time"]
[]
[null,null,null,"A)  : Length of Grass Swale",null,null,null,null,null,null,"LS =",null,"ft"]
[]
[null,null,null,"B)  Calculated Residence Time (based on design velocity below)",null,null,null,null,null,null,"THR= ",{"$f":"IF(OR(GSLS=\"\",GS_V2=\"\"),\"\",(GSLS/GS_V2)/60)","v":""}," minutes"]
[]
[]
[null,null,"3.","Longitudinal Slope (vertical distance per unit horizontal)"]
[]
[null,null,null,"A)  Available Slope (based on site constraints)",null,null,null,null,null,null,"Savail =",null,"ft / ft"]
[]
[null,null,null,"B)  Design Slope",null,null,null,null,null,null,"SD =",null,"ft / ft"]
[]
[]
[null,null,"4.","Swale Geometry"]
[]
[null,null,null,"A)  Channel Side Slopes (Z = 4 min., horiz. distance per unit vertical)",null,null,null,null,null,null,"Z =",null,"ft / ft",{"$f":"IF(GSZ=\"\",\"\",IF(GSZ>=4,\"\",\"TOO STEEP (< 4)\"))","v":""}]
[null,null,null,{"$f":"IF(U21=\"\",\"\",U21)","v":""}]
[null,null,null,"B)  Bottom Width of Swale (enter 0 for triangular section)",null,null,null,null,null,null,"WB =",null,"ft"]
[]
[]
[null,null,"5.","Vegetation"]
[]
[null,null,null,"A)  Type of Planting (seed vs. sod, affects vegetal retardance factor)"]
[]
[]
[null,null,"6.",{"$f":"IF(OR(GS_V2=\"\",GS_V2>1),\"Design Velocity (minimum of 1 ft /s, LS / 300)\",IF(1<=GSLS/300,\"Design Velocity (1 ft / s maximum)\",\"Design Velocity (\"&ROUND(GSLS/300,3)&\" ft / s maximum for desirable 5-minute residence time)\"))","v":"Design Velocity (minimum of 1 ft /s, LS / 300)"},null,null,null,null,null,null,"V2 =",{"$f":"IF(OR(GS_Q2=\"\",GS_A2=\"\"),\"\",GS_Q2/GS_A2)","v":""},"ft / s",{"$f":"IF(GS_V2=\"\",\"\",IF(GS_V2<=1,\"\",\"TOO HIGH ( > 1 fps)\"))","v":""}]
[]
[null,null,null,{"$f":"IF(U22=\"\",\"\",U22)","v":""}]
[null,null,"7.","Design Flow Depth (1 foot maximum)",null,null,null,null,null,null,"D2 =",null,"ft",{"$f":"IF(GS_D2=\"\",\"\",IF(GS_D2<=1,\"\",\"TOO DEEP (> 1)\"))","v":""}]
[]
[null,null,null,"A)  Flow Area",null,null,null,null,null,null,"A2 =",{"$f":"IF(OR(GSZ=\"\",GSB=\"\",GS_D2=\"\"),\"\",GS_D2*GSB+GSZ*GS_D2^2)","v":""},"sq ft"]
[]
[null,null,null,"B)  Top Width of Swale",null,null,null,null,null,null,"WT =",{"$f":"IF(OR(GSZ=\"\",GSB=\"\",GS_D2=\"\"),\"\",GSB+2*GS_D2*GSZ)","v":""},"ft"]
[]
[null,null,null,"C) Froude Number (0.50 maximum)",null,null,null,null,null,null,"F = ",{"$f":"IF(OR(GS_V2=\"\",GS_A2=\"\",GSWT=\"\"),\"\",GS_V2/(32.2*(GS_A2/GSWT))^0.5)","v":""},null,{"$f":"IF(GSF=\"\",\"\",IF(GSF<=0.5,\"\",\"TOO HIGH (> 0.5)\"))","v":""}]
[null,null,null,{"$f":"IF(U35=\"\",\"\",U35)","v":""}]
[null,null,null,"D)  Hydraulic Radius",null,null,null,null,null,null,"RH = ",{"$f":"IF(OR(GSZ=\"\",GSB=\"\",GS_D2=\"\",GS_A2=\"\"),\"\",GS_A2/(GSB+2*GS_D2*(1+GSZ^2)^0.5))","v":""}]
[]
[null,null,null,"E)  Velocity-Hydraulic Radius Product for Vegetal Retardance",null,null,null,null,null,null,"VR = ",{"$f":"IF(OR(GS_V2=\"\",GSR=\"\"),\"\",GS_V2*GSR)","v":""}]
[]
[null,null,null,"F)  Manning's n (based on SCS vegetal retardance curve D for sodded grass)",null,null,null,null,null,null,"n = "]
[]
[null,null,null,"G)  Cumulative Height of Grade Control Structures Required",null,null,null,null,null,null,"HD =",{"$f":"IF(OR(GSLS=\"\",GSSMAX=\"\",GSS=\"\",GS_D2=\"\"),\"\",MAX(0,ROUND((GSSMAX-GSS)*GSLS,1)))","v":""},"ft"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(GSS=\"\",GSS>=0.02),\"\",\"AN UNDERDRAIN IS\")","v":""}]
[null,null,"8.","Underdrain",null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(GSS=\"\",GSS>=0.02),\"\",\"REQUIRED IF THE\")","v":""}]
[null,null,null,"  (Is an underdrain necessary?)",null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(GSS=\"\",GSS>=0.02),\"\",\"DESIGN SLOPE < 2.0%\")","v":""}]
[]
[]
[null,null,"9.","Soil Preparation"]
[null,null,null,"(Describe soil amendment)"]
[]
[]
[]
[null,null,"10.","Irrigation"]
[]
[]
[null,null,null,"Notes:"]

{"sheet":"RG","index":6,"n_rows":111,"n_cols":19,"rows_kept":111,"cut":false,"hidden":false,"merged":[[114,1,114,13],[110,4,110,13],[111,1,111,13],[112,1,112,13],[113,1,113,13],[1,1,1,14],[3,4,3,12],[4,4,4,12],[5,4,5,12],[109,10,109,14],[6,4,6,12],[7,4,7,12],[74,1,74,14],[76,4,76,12],[77,4,77,12],[78,4,78,12],[79,4,79,12],[80,4,80,12],[2,8,2,12]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[null,"Design Procedure Form:  Rain Garden (RG)"]
[null,null,null,null,null,null,null,null,{"$f":"INTRO!B4","v":"UD-BMP (Version 3.07, March 2018)"},null,null,null,null,"Sheet 1 of 2"]
[null,null,"Designer:"]
[null,null,"Company:"]
[null,null,"Date:",null,{"$f":"NOW()","v":"2018-04-16T10:31:13.970"}]
[null,null,"Project:"]
[null,null,"Location:"]
[]
[]
[null,null,"1.","Basin Storage Volume"]
[]
[null,null,null,"A) Effective Imperviousness of Tributary Area, Ia",null,null,null,null,null,null,"Ia =",null,"%"]
[null,null,null,"     (100% if all paved and roofed areas upstream of rain garden)"]
[]
[null,null,null,"B)  Tributary Area's Imperviousness Ratio (i = Ia/100)",null,null,null,null,null,null,"i =",{"$f":"IF(RGIA=\"\",\"\",RGIA/100)","v":""}]
[]
[null,null,null,"C)  Water Quality Capture Volume (WQCV) for a 12-hour Drain Time",null,null,null,null,null,null,"WQCV =",{"$f":"IF(RGIA=\"\",\"\",0.8*(0.91*(RGI^3)-1.19*(RGI^2)+0.78*RGI))","v":""},"watershed inches"]
[null,null,null,"       (WQCV= 0.8 * (0.91* i3 - 1.19 * i2 + 0.78 * i)"]
[]
[null,null,null,"D)  Contributing Watershed Area (including rain garden area)",null,null,null,null,null,null,"Area =",null,"sq ft"]
[]
[null,null,null,"E)  Water Quality Capture Volume (WQCV) Design Volume",null,null,null,null,null,null,"VWQCV =",{"$f":"IF(OR(RGIA=\"\",RGA=\"\",RG_D6<>\"\",RGVOLUI<>\"\"),\"\",(RGWQCV/12)*RGA)","v":""},"cu ft"]
[null,null,null,"       Vol = (WQCV / 12) * Area"]
[]
[null,null,null,"F)  For Watersheds Outside of the Denver Region, Depth of",null,null,null,null,null,null,"d6 =",null," in"]
[null,null,null,"      Average Runoff Producing Storm"]
[]
[null,null,null,"G)  For Watersheds Outside of the Denver Region, ",null,null,null,null,null,null,"VWQCV OTHER =",{"$f":"IF(OR(RGIA=\"\",RGA=\"\",RG_D6=\"\",RGVOLUI<>\"\"),\"\",RG_D6*(((RGWQCV/12)*RGA)/0.43))","v":""},"cu ft"]
[null,null,null,"      Water Quality Capture Volume (WQCV) Design Volume"]
[]
[null,null,null,"H)  User Input of Water Quality Capture Volume (WQCV) Design Volume",null,null,null,null,null,null,"VWQCV USER =",null,"cu ft"]
[null,null,null,"     (Only if a different WQCV Design Volume is desired)"]
[]
[]
[null,null,"2.","Basin Geometry"]
[]
[null,null,null,"A) WQCV Depth (12-inch maximum)",null,null,null,null,null,null,"DWQCV =",null,"in",{"$f":"IF(RGDWQ>12,\"12-INCH MAXIMUM\",\"\")","v":""}]
[]
[null,null,null,"B) Rain Garden Side Slopes (Z = 4 min., horiz. dist per unit vertical)",null,null,null,null,null,null,"Z =",null,"ft / ft",{"$f":"IF(OR(RGZ=\"\",RGZ=0,RGZ>=4),\"\",\"Z < 4:1\")","v":""}]
[null,null,null,"     (Use \"0\" if rain garden has vertical walls)"]
[]
[null,null,null,"C) Mimimum Flat Surface Area",null,null,null,null,null,null,"AMin =",{"$f":"IF(OR(RGDWQ=\"\",RGZ=\"\"),\"\",IF(OR(RGVOL<>\"\",RGVOLOD<>\"\",RGVOLUI<>\"\"),ROUND(0.02*RGA*RGI,0),\"\"))","v":""},"sq ft"]
[]
[null,null,null,"D) Actual Flat Surface Area",null,null,null,null,null,null,"AActual =",null,"sq ft",{"$f":"IF(RGAACT=\"\",\"\",IF(RGAACT<RGAMIN,\"ACTUAL FLAT AREA < MINIMUM FLAT AREA\",\"\"))","v":""}]
[]
[null,null,null,"E) Area at Design Depth (Top Surface Area)",null,null,null,null,null,null,"ATop =",null,"sq ft",{"$f":"IF(RGATOP=\"\",\"\",IF(RGATOP<RGAACT,\"TOP SURFACE AREA CANNOT BE < FLAT SURFACE AREA\",\"\"))","v":""}]
[]
[null,null,null,"F) Rain Garden Total Volume",null,null,null,null,null,null,"VT=",{"$f":"IF(OR(RGDWQ=\"\",RGAACT=\"\",RGATOP=\"\"),\"\",((RGAACT+RGATOP)/2)*(RGDWQ/12))","v":""},"cu ft",{"$f":"IF(RGVT=\"\",\"\",\nIF(RGVOL<>\"\",IF(RGVT>RGVOL,\"\",\"TOTAL VOLUME < DESIGN VOLUME\"),\nIF(RGVOLOD<>\"\",IF(RGVT>RGVOLOD,\"\",\"TOTAL VOLUME < DESIGN VOLUME\"),\nIF(RGVOLUI<>\"\",IF(RGVT>RGVOLUI,\"\",\"TOTAL VOLUME < DESIGN VOLUME\"),\"\"))))","v":""}]
[null,null,null,"    (VT= ((ATop + AActual) / 2) * Depth)"]
[]
[]
[null,null,"3.","Growing Media"]
[]
[]
[]
[]
[]
[]
[null,null,"4.","Underdrain System"]
[]
[null,null,null,"A) Are underdrains provided?"]
[]
[null,null,null,"B) Underdrain system orifice diameter for 12 hour drain time "]
[]
[null,null,null,null,"i) Distance From Lowest Elevation of the Storage ",null,null,null,null,null,"y =",null,"ft"]
[null,null,null,null,"    Volume to the Center of the Orifice"]
[]
[null,null,null,null,"ii) Volume to Drain in 12 Hours",null,null,null,null,null,"Vol12 =",{"$f":"IF(OR(RG_Underdrain_Boolean=\"\",RGHWQCV=\"\"),\"\",IF(RG_Underdrain_Boolean=2,\"N/A\",\nIF(RGVOL<>\"\",RGVOL,IF(RGVOLOD<>\"\",RGVOLOD,IF(RGVOLUI<>\"\",RGVOLUI,\"\")))))","v":""},"cu ft"]
[]
[null,null,null,null,"iii) Orifice Diameter, 3/8\" Minimum",null,null,null,null,null,"DO =",{"$f":"IF(OR(RG_Underdrain_Boolean=\"\",RGHWQCV=\"\",RGHWQCV=0,,RGVOL12=\"\",RGVOL12=0),\"\",IF(RG_Underdrain_Boolean=2,\"N/A\",ROUND(((RGVOL12/(1414*(RGHWQCV^0.41)))^0.5)*16,0)/16))","v":""}," in",{"$f":"IF(OR(RGDO=\"\",RGDO=\"N/A\",RGDO>=0.375),\"\",\"LESS THAN MINIMUM.  USE DIAMETER OF 3/8\"\"\")","v":""}]
[]
[]
[]
[null,{"$f":"B2","v":"Design Procedure Form:  Rain Garden (RG)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Sheet 2 of 2"]
[null,null,"Designer:",null,{"$f":"IF(E4=\"\",\"\",E4)","v":""}]
[null,null,"Company:",null,{"$f":"IF(E5=\"\",\"\",E5)","v":""}]
[null,null,"Date:",null,{"$f":"IF(E6=\"\",\"\",E6)","v":"2018-04-16T10:31:13.970"}]
[null,null,"Project:",null,{"$f":"IF(E7=\"\",\"\",E7)","v":""}]
[null,null,"Location:",null,{"$f":"IF(E8=\"\",\"\",E8)","v":""}]
[]
[]
[]
[null,null,"5.","Impermeable Geomembrane Liner and Geotextile Separator Fabric"]
[]
[null,null,null,"A)  Is an impermeable liner provided due to proximity "]
[null,null,null,"      of structures or groundwater contamination?"]
[]
[]
[]
[]
[]
[]
[null,null,"6.","Inlet / Outlet Control"]
[]
[null,null,null,"A)  Inlet Control"]
[]
[]
[]
[]
[null,null,"7.","Vegetation"]
[]
[]
[]
[]
[null,null,"8.","Irrigation"]
[]
[null,null,null,"A)  Will the rain garden be irrigated?"]
[]
[null,null,null,"Notes:"]

{"sheet":"SF","index":7,"n_rows":98,"n_cols":22,"rows_kept":98,"cut":false,"hidden":false,"merged":[[52,11,52,13],[53,11,53,13],[54,11,54,13],[97,4,97,13],[71,1,71,14],[73,4,73,12],[74,4,74,12],[75,4,75,12],[76,4,76,12],[77,4,77,12],[101,1,101,13],[92,10,92,13],[93,10,93,13],[94,10,94,13],[98,1,98,13],[99,1,99,13],[100,1,100,13],[6,4,6,12],[7,4,7,12],[1,1,1,14],[3,4,3,12],[4,4,4,12],[5,4,5,12],[2,6,2,12]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[null,"Design Procedure Form:  Sand Filter (SF)"]
[null,null,null,null,null,null,{"$f":"INTRO!B4","v":"UD-BMP (Version 3.07, March 2018)"},null,null,null,null,null,null,"Sheet 1 of 2"]
[null,null,"Designer:"]
[null,null,"Company:"]
[null,null,"Date:",null,{"$f":"NOW()","v":"2018-04-16T10:31:13.970"}]
[null,null,"Project:"]
[null,null,"Location:"]
[]
[]
[null,null,"1.","Basin Storage Volume"]
[]
[null,null,null,"A) Effective Imperviousness of Tributary Area, Ia",null,null,null,null,null,null,"Ia =",null,"%"]
[null,null,null,"     (100% if all paved and roofed areas upstream of sand filter)"]
[]
[null,null,null,"B)  Tributary Area's Imperviousness Ratio (i = Ia/100)",null,null,null,null,null,null,"i =",{"$f":"IF(SFIA=\"\",\"\",SFIA/100)","v":""}]
[]
[null,null,null,"C)  Water Quality Capture Volume (WQCV) Based on 12-hour Drain Time",null,null,null,null,null,null,"WQCV =",{"$f":"IF(SFIA=\"\",\"\",0.8*(0.91*(SFI^3)-1.19*(SFI^2)+0.78*SFI))","v":""},"watershed inches"]
[null,null,null,"       WQCV= 0.8 * (0.91* i3 - 1.19 * i2 + 0.78 * i)"]
[]
[null,null,null,"D)  Contributing Watershed Area (including sand filter area)",null,null,null,null,null,null,"Area =",null,"sq ft"]
[]
[null,null,null,"E)  Water Quality Capture Volume (WQCV) Design Volume",null,null,null,null,null,null,"VWQCV =",{"$f":"IF(OR(SFIA=\"\",SFA=\"\",SF_D6<>\"\",SFVOLUI<>\"\"),\"\",(SFWQCV/12)*SFA)","v":""},"cu ft"]
[null,null,null,"       VWQCV = WQCV / 12 * Area"]
[]
[null,null,null,"F)  For Watersheds Outside of the Denver Region, Depth of",null,null,null,null,null,null,"d6 =",null," in"]
[null,null,null,"      Average Runoff Producing Storm"]
[]
[null,null,null,"G)  For Watersheds Outside of the Denver Region, ",null,null,null,null,null,null,"VWQCV OTHER =",{"$f":"IF(OR(SFIA=\"\",SFA=\"\",SF_D6=\"\",SFVOLUI<>\"\"),\"\",SF_D6*(((SFWQCV/12)*SFA)/0.43))","v":""},"cu ft"]
[null,null,null,"      Water Quality Capture Volume (WQCV) Design Volume"]
[]
[null,null,null,"H)  User Input of Water Quality Capture Volume (WQCV) Design Volume",null,null,null,null,null,null,"VWQCV USER =",null,"cu ft"]
[null,null,null,"     (Only if a different WQCV Design Volume is desired)"]
[]
[]
[null,null,"2.","Basin Geometry"]
[]
[null,null,null,"A) WQCV Depth ",null,null,null,null,null,null,"DWQCV =",null,"ft"]
[]
[null,null,null,"B) Sand Filter Side Slopes (Horizontal distance per unit vertical, ",null,null,null,null,null,null,"Z =",null,"ft / ft",{"$f":"IF(OR(SFZ=\"\",SFZ=0,SFZ>=3),\"\",\"TOO STEEP (< 3)\")","v":""}]
[null,null,null,"     4:1 or flatter preferred).  Use \"0\" if sand filter has vertical walls.",null,null,null,null,null,null,null,{"$f":"IF(OR(SFZ=\"\",SFZ=0,SFZ>=4),\"\",IF(SFZ>=3,\"DIFFICULT TO MAINTAIN, INCREASE WHERE POSSIBLE\",\"\"))","v":""}]
[]
[null,null,null,"C) Minimum Filter Area (Flat Surface Area)",null,null,null,null,null,null,"AMin =",{"$f":"IF(OR(SFDWQ=\"\",SFZ=\"\"),\"\",IF(OR(SFVOL<>\"\",SFVOLOD<>\"\",SFVOLUI<>\"\"),ROUND(0.0125*SFA*SFI,0),\"\"))","v":""},"sq ft"]
[]
[null,null,null,"D) Actual Filter Area",null,null,null,null,null,null,"AActual =",null,"sq ft",{"$f":"IF(SFAACT=\"\",\"\",IF(SFAACT<SFAMIN,\"ACTUAL FLAT AREA < MINIMUM FLAT AREA\",\"\"))","v":""}]
[]
[null,null,null,"E) Volume Provided",null,null,null,null,null,null,"VT =",null,"cu ft",{"$f":"IF(SFVT=\"\",\"\",\nIF(SFVOL<>\"\",IF(SFVT>SFVOL,\"\",\"TOTAL VOLUME < DESIGN VOLUME IN 1.E\"),\nIF(SFVOLOD<>\"\",IF(SFVT>SFVOLOD,\"\",\"TOTAL VOLUME < DESIGN VOLUME IN 1.G\"),\nIF(SFVOLUI<>\"\",IF(SFVT>SFVOLUI,\"\",\"TOTAL VOLUME < DESIGN VOLUME IN 1.H\"),\"\"))))","v":""}]
[]
[]
[null,null,"3.","Filter Material"]
[]
[]
[]
[]
[]
[]
[null,null,"4.","Underdrain System"]
[]
[null,null,null,"A) Are underdrains provided?"]
[]
[null,null,null,"B) Underdrain system orifice diameter for 12 hour drain time "]
[]
[null,null,null,null,"i) Distance From Lowest Elevation of the Storage ",null,null,null,null,null,"y =",null,"ft"]
[null,null,null,null,"    Volume to the Center of the Orifice"]
[]
[null,null,null,null,"ii) Volume to Drain in 12 Hours",null,null,null,null,null,"Vol12 =",{"$f":"IF(OR(SF_Underdrain_Boolean=\"\",SFHWQCV=\"\"),\"\",IF(SF_Underdrain_Boolean=2,\"N/A\",\nIF(SFVOL<>\"\",SFVOL,IF(SFVOLOD<>\"\",SFVOLOD,IF(SFVOLUI<>\"\",SFVOLUI,\"\")))))","v":""},"cu ft",null,null,null,null,null,null,null,null,0.125]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.1875]
[null,null,null,null,"iii) Orifice Diameter, 3/8\" Minimum",null,null,null,null,null,"DO =",{"$f":"IF(OR(SF_Underdrain_Boolean=\"\",SFHWQCV=\"\",SFHWQCV=0,SFVOL12=\"\",SFVOL12=0),\"\",IF(SF_Underdrain_Boolean=2,\"N/A\",ROUND(((SFVOL12/(1414*(SFHWQCV^0.41)))^0.5)*16,0)/16))","v":""}," in",{"$f":"IF(OR(SFDO=\"\",SFDO=\"N/A\",SFDO>=0.375),\"\",\"LESS THAN MINIMUM.  USE 3/8\"\"\" &\" DIAMETER\")","v":""},null,null,null,null,null,null,null,0.25]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.3125]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.375]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.4375]
[null,{"$f":"B2","v":"Design Procedure Form:  Sand Filter (SF)"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Sheet 2 of 2",null,null,null,null,null,null,null,0.5625]
[null,null,"Designer:",null,{"$f":"IF(E4=\"\",\"\",E4)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.625]
[null,null,"Company:",null,{"$f":"IF(E5=\"\",\"\",E5)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.6875]
[null,null,"Date:",null,{"$f":"IF(E6=\"\",\"\",E6)","v":"2018-04-16T10:31:13.970"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.75]
[null,null,"Project:",null,{"$f":"IF(E7=\"\",\"\",E7)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.8125]
[null,null,"Location:",null,{"$f":"IF(E8=\"\",\"\",E8)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.875]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.9375]
[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,null,1.0625]
[null,null,"5.","Impermeable Geomembrane Liner and Geotextile Separator Fabric",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.125]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.1875]
[null,null,null,"A)  Is an impermeable liner provided due to proximity ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.25]
[null,null,null,"      of structures or groundwater contamination?",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.3125]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.375]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.4375]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.5625]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.625]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.6875]
[null,null,"6.","Inlet / Outlet Works",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.8125]
[null,null,null,"A)  Describe the type of energy dissipation at inlet points and means of",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.875]
[null,null,null,"      conveying flows in excess of the WQCV through the outlet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.9375]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2]
[null,null,null,"Notes:"]

{"sheet":"EDB","index":8,"n_rows":205,"n_cols":19,"rows_kept":205,"cut":false,"hidden":false,"merged":[[182,11,182,15],[181,11,181,15],[206,2,206,15],[207,2,207,15],[208,2,208,15],[201,11,201,15],[202,11,202,15],[203,11,203,15],[204,4,204,15],[205,2,205,15],[197,11,197,15],[198,11,198,15],[199,11,199,15],[200,11,200,15],[183,11,183,15],[124,11,124,15],[150,11,150,14],[84,14,85,15],[64,11,64,15],[101,4,101,13],[118,11,118,15],[123,11,123,15],[125,11,125,15],[1,1,1,15],[6,4,6,13],[4,4,4,13],[100,4,100,13],[5,4,5,13],[99,4,99,13],[98,4,98,13],[7,4,7,13],[95,1,95,15],[3,4,3,13],[97,4,97,13],[2,6,2,14],[60,11,60,15],[61,11,61,15],[62,11,62,15],[63,11,63,15],[176,4,176,13],[148,11,148,14],[148,3,150,7],[151,11,151,14],[175,4,175,13],[174,4,174,13],[173,4,173,13],[172,4,172,13],[170,1,170,15],[152,11,152,14]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[null,"Design Procedure Form:  Extended Detention Basin (EDB)"]
[null,null,null,null,null,null,{"$f":"INTRO!B4","v":"UD-BMP (Version 3.07, March 2018)"},null,null,null,null,null,null,null,null," Sheet 1 of 3"]
[null,null,"Designer:"]
[null,null,"Company:"]
[null,null,"Date:",null,{"$f":"NOW()","v":"2018-04-16T10:31:13.970"}]
[null,null,"Project:"]
[null,null,"Location:"]
[]
[]
[null,null,"1.","Basin Storage Volume"]
[]
[null,null,null,"A) Effective Imperviousness of Tributary Area, Ia",null,null,null,null,null,null,null,"Ia =",null,"%"]
[]
[null,null,null,"B) Tributary Area's Imperviousness Ratio (i = Ia / 100 )",null,null,null,null,null,null,null,"i =",{"$f":"IF(EDBIA=\"\",\"\",EDBIA/100)","v":""}]
[]
[null,null,null,"C)  Contributing Watershed Area",null,null,null,null,null,null,null,"Area = ",null," ac"]
[]
[null,null,null,"D)  For Watersheds Outside of the Denver Region, Depth of Average",null,null,null,null,null,null,null,"d6 = ",null," in"]
[null,null,null,"      Runoff Producing Storm"]
[]
[null,null,null,"E)  Design Concept"]
[null,null,null,"     (Select EURV when also designing for flood control)"]
[]
[]
[]
[null,null,null,"F)  Design Volume (WQCV) Based on 40-hour Drain Time",null,null,null,null,null,null,null,"VDESIGN=",{"$f":"IF(OR(EDBIA=\"\",EDBA=\"\",EDBD6<>\"\",EDBVWQCVUI<>\"\"),\"\",((1*(0.91*(EDBI^3)-1.19*(EDBI^2)+0.78*EDBI))/12)*EDBA)","v":""}," ac-ft"]
[null,null,null,"      (VDESIGN = (1.0 * (0.91 * i3 - 1.19 * i2 + 0.78 * i) / 12 * Area )"]
[]
[null,null,null,"G)  For Watersheds Outside of the Denver Region, ",null,null,null,null,null,null,null,"VDESIGN OTHER=",{"$f":"IF(OR(EDBIA=\"\",EDBA=\"\",EDBD6=\"\",EDBVWQCVUI<>\"\"),\"\",EDBD6*(((1*(0.91*(EDBI^3)-1.19*(EDBI^2)+0.78*EDBI))/12)*EDBA/0.43))","v":""}," ac-ft"]
[null,null,null,"      Water Quality Capture Volume (WQCV) Design Volume"]
[null,null,null,"      (VWQCV OTHER = (d6*(VDESIGN/0.43))"]
[]
[null,null,null,"H)  User Input of Water Quality Capture Volume (WQCV) Design Volume",null,null,null,null,null,null,null,"VDESIGN USER=",null," ac-ft"]
[null,null,null,"      (Only if a different WQCV Design Volume is desired)"]
[]
[null,null,null,"I)  NRCS Hydrologic Soil Groups of Tributary Watershed"]
[null,null,null,"       i)  Percentage of Watershed consisting of Type A Soils",null,null,null,null,null,null,null,"HSG A =",null,"%"]
[null,null,null,"       ii)  Percentage of Watershed consisting of Type B Soils",null,null,null,null,null,null,null,"HSG B =",null,"%"]
[null,null,null,"       iii)  Percentage of Watershed consisting of Type C/D Soils",null,null,null,null,null,null,null,"HSG C/D =",null,"%"]
[]
[null,null,null,"J)  Excess Urban Runoff Volume (EURV) Design Volume"]
[null,null,null,"       For HSG A: EURVA = 1.68 * i1.28 ",null,null,null,null,null,null,null,"EURVDESIGN = ",{"$f":"IF(OR(EDB_WQCV_EURV_Button=\"\",EDB_WQCV_EURV_Button=1,SUM(EDB_HSG_A,EDB_HSG_B,EDB_HSG_CD)<>100,EDBEURV_User<>\"\"),\"\",\nEDBA*((EDB_HSG_A/100)*(1.68*EDBI^1.28)+(EDB_HSG_B/100)*(1.36*EDBI^1.08)+(EDB_HSG_CD/100)*(1.2*EDBI^1.08))/12)","v":""}," ac-f t"]
[null,null,null,"       For HSG B: EURVB = 1.36 * i1.08"]
[null,null,null,"       For HSG C/D: EURVC/D = 1.20 * i1.08"]
[]
[null,null,null,"K)  User Input of Excess Urban Runoff Volume (EURV) Design Volume",null,null,null,null,null,null,null,"EURVDESIGN USER=",null," ac-f t"]
[null,null,null,"      (Only if a different EURV Design Volume is desired)"]
[]
[]
[null,null,"2.","Basin Shape: Length to Width Ratio",null,null,null,null,null,null,null,"L : W =",null,": 1",{"$f":"IF(OR(EDBLW=\"\",EDBLW>=2),\"\",\"INCREASE FLOW PATH FOR 2:1 RATIO\")","v":""}]
[null,null,null,"(A basin length to width ratio of at least 2:1 will improve TSS reduction.)"]
[]
[]
[null,null,"3.","Basin Side Slopes "]
[]
[null,null,null,"A)  Basin Maximum Side Slopes",null,null,null,null,null,null,null,"Z =",null," ft / ft",{"$f":"IF(OR(EDBZ=\"\",EDBZ=0,EDBZ>=3),\"\",\"TOO STEEP (< 3)\")","v":""}]
[null,null,null,"      (Horizontal distance per unit vertical, 4:1 or flatter preferred)",null,null,null,null,null,null,null,null,{"$f":"IF(OR(EDBZ=\"\",EDBZ=0,EDBZ>=4),\"\",IF(EDBZ>=3,\"DIFFICULT TO MAINTAIN, INCREASE WHERE POSSIBLE\",\"\"))","v":""}]
[]
[]
[null,null,"4.","Inlet"]
[]
[null,null,null,"A)  Describe means of providing energy dissipation at concentrated "]
[null,null,null,"      inflow locations:"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(EDB_WQCV_EURV_Button=\"\",\"\",IF(SUM(EDBVWQCV,EDBVWQCVOD,EDBVWQCVUI)=0,\"\",SUM(EDBVWQCV,EDBVWQCVOD,EDBVWQCVUI)))","v":""}]
[null,null,"5.","Forebay"]
[]
[null,null,null,"A)  Minimum Forebay Volume",null,null,null,null,null,null,null,"VFMIN =",{"$f":"IF(OR(EDBWQCV=\"\",EDBVFMIN_PCT=\"\"),\"\",ROUND(EDBVFMIN_PCT*EDBWQCV,3))","v":""}," ac-ft",{"$f":"IF(EDBVFMIN_PCT=\"\",\"\",IF(EDBVFMIN_PCT=0,\"A FOREBAY MAY NOT BE\",\"\"))","v":""}]
[null,null,null," (VFMIN = ",{"$f":"IF(OR(EDBIA=\"\",EDBA=\"\",EDB_WQCV_EURV_Button=\"\"),\"\",\nIF(EDBI*EDBA<=1,0,\nIF(EDBI*EDBA<=2,0.01,\nIF(EDBI*EDBA<=5,0.02,0.03))))","v":""},"of the WQCV)",null,null,null,null,null,null,null,null,{"$f":"IF(EDBVFMINFLAG=\"\",\"\",\"NECESSARY FOR THIS SIZE SITE\")","v":""}]
[]
[null,null,null,"B)  Actual Forebay Volume",null,null,null,null,null,null,null,"VF =",null," ac-ft",{"$f":"IF(OR(EDBVFMIN=\"\",EDBVF=\"\"),\"\",IF(ROUND(EDBVF,3)<ROUND(EDBVFMIN,3),\"VF < MINIMUM VF\",\"\"))","v":""}]
[]
[null,null,null,"C) Forebay Depth"]
[null,null,null," (DF = ",{"$f":"IF(OR(EDBIA=\"\",EDBA=\"\",EDB_WQCV_EURV_Button=\"\"),\"\",\nIF(EDBI*EDBA<=1,12,\nIF(EDBI*EDBA<=2,12,\nIF(EDBI*EDBA<=20,18,30))))","v":""},"inch maximum)",null,null,null,null,null,"DF =",null," in",{"$f":"IF(OR(EDBDF_MAX=\"\",EDBDF=\"\"),\"\",IF(EDBDF>EDBDF_MAX,\"DF > DF MAXIMUM\",\"\"))","v":""}]
[]
[null,null,null,"D) Forebay Discharge"]
[]
[null,null,null,"       i) Undetained 100-year Peak Discharge",null,null,null,null,null,null,null,"Q100 =",null," cfs"]
[]
[null,null,null,"       ii) Forebay Discharge Design Flow",null,null,null,null,null,null,null,"QF =",{"$f":"IF(EDBQ100=\"\",\"\",EDBQ100*0.02)","v":""}," cfs"]
[null,null,null,"          (QF = 0.02 * Q100)"]
[]
[null,null,null,"E) Forebay Discharge Design"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(EDBIA=\"\",EDBA=\"\"),\"\",IF(EDBI*EDBA>20,\"\",\"Flow too small for berm w/ pipe\"))","v":""}]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(EDBDP=\"\",\"\",IF(EDBDP<8,\"MINIMUM 8-INCH\",\"ROUND UP TO NEAREST PIPE SIZE\"))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(EDBDP=\"\",\"\",IF(EDBDP>=EDBDF-1,\"SINGLE PIPE DOESN'T HAVE ADEQUATE CAPACITY\",\"\"))","v":""}]
[null,null,null,"F) Discharge Pipe Size (minimum 8-inches)",null,null,null,null,null,null,null,"Calculated DP =",null,"in",{"$f":"IF(EDBDPFLAG2=\"\",\"\",\"BASED ON FOREBAY DEPTH. MULTIPLE PIPES\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(EDBDPFLAG2=\"\",\"\",\"MAY BE USED BUT SIZING IS NOT PROVIDED.\")","v":""}]
[null,null,null,"G) Rectangular Notch Width",null,null,null,null,null,null,null,"Calculated WN =",null," in",{"$f":"IF(EDBDPFLAG2=\"\",\"\",\"CONSIDER USING A BERM WITH NOTCH\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(EDBDPFLAG2=\"\",\"\",\"OR INCREASE THE FOREBAY DEPTH.\")","v":""}]
[]
[]
[null,{"$f":"B2","v":"Design Procedure Form:  Extended Detention Basin (EDB)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," Sheet 2 of 3"]
[null,null,"Designer:",null,{"$f":"IF(E4=\"\",\"\",E4)","v":""}]
[null,null,"Company:",null,{"$f":"IF(E5=\"\",\"\",E5)","v":""}]
[null,null,"Date:",null,{"$f":"IF(E6=\"\",\"\",E6)","v":"2018-04-16T10:31:13.970"}]
[null,null,"Project:",null,{"$f":"IF(E7=\"\",\"\",E7)","v":""}]
[null,null,"Location:",null,{"$f":"IF(E8=\"\",\"\",E8)","v":""}]
[]
[]
[null,null,"6.","Trickle Channel"]
[]
[null,null,null,"A)  Type of Trickle Channel"]
[]
[]
[null,null,null,"F)  Slope of Trickle Channel",null,null,null,null,null,null,null,"S =",null,"ft / ft"]
[]
[]
[null,null,"7.","Micropool and Outlet Structure"]
[]
[null,null,null,"A)  Depth of Micropool (2.5-feet minimum)",null,null,null,null,null,null,null,"DM =",null," ft",{"$f":"IF(EDBDM=\"\",\"\",IF(EDBDM<2.5,\"MIN. DEPTH OF 2.5 FEET\",\"\"))","v":""}]
[]
[null,null,null,"B)  Surface Area of Micropool (10 ft2 minimum)",null,null,null,null,null,null,null,"AM =",null," sq ft",{"$f":"IF(EDBAM=\"\",\"\",IF(EDBAM<10,\"MIN. SURFACE AREA OF 10 SQ.FT.\",\"\"))","v":""}]
[]
[null,null,null,"C)  Outlet Type"]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,"D)  Smallest Dimension of Orifice Opening Based on Hydrograph Routing"]
[null,null,null,"(Use UD-Detention)",null,null,null,null,null,null,null,"Dorifice =",null,"inches"]
[]
[null,null,null,"E) Total Outlet Area",null,null,null,null,null,null,null,"Aot =",null,"square inches"]
[]
[]
[null,null,"8.","Initial Surcharge Volume"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(EDBDIS=\"\",EDBDIS>=4),\"\",\"ISV DEPTH LESS THAN MINIMUM.  REVIEW PLANS\")","v":""}]
[null,null,null,"A)  Depth of Initial Surcharge Volume",null,null,null,null,null,null,null,"DIS = ",null," in",{"$f":"IF(EDBISVFLAG=\"\",\"\",\"TO DETERMINE LIMITS OF PONDING AT A DEPTH\")","v":""}]
[null,null,null,"     (Minimum recommended depth is 4 inches)",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(EDBISVFLAG=\"\",\"\",\"OF 4 INCHES.  PONDING AT THIS DEPTH SHOULD\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(EDBISVFLAG=\"\",\"\",\"NOT INCLUDE VEGETATED AREAS.\")","v":""}]
[null,null,null,"B) Minimum Initial Surcharge Volume",null,null,null,null,null,null,null,"VIS =",{"$f":"IF(EDBWQCV=\"\",\"\",IF(EDBI*EDBA<5,\"\",0.003*EDBWQCV*43560))","v":""}," cu ft"]
[null,null,null,"    (Minimum volume of 0.3% of the WQCV)"]
[]
[null,null,null,"C) Initial Surcharge Provided Above Micropool",null,null,null,null,null,null,null,"Vs=",{"$f":"IF(OR(EDBAM=\"\",EDBDIS=\"\"),\"\",EDBAM*(EDBDIS/12))","v":""},"cu ft"]
[]
[]
[null,null,"9.","Trash Rack"]
[]
[null,null,null,"A)  Water Quality Screen Open Area: At = Aot * 38.5*(e-0.095D)",null,null,null,null,null,null,null,"At =",{"$f":"IF(OR(EDB_CircularOrificeDiameter=\"\",EDB_User_TotalOutletArea=\"\"),\"\",MAX(38.5*EXP(-0.095*EDB_CircularOrificeDiameter)*EDB_User_TotalOutletArea,0))","v":""},"square inches"]
[]
[null,null,null,"B) Type of Screen (If specifying an alternative to the materials recommended in the USDCM, indicate \"other\" and enter the ratio of the total open are to the total screen are for the material specified.)",null,null,null,null,null,null,null,{"$f":"IF(OR(EDB_CircularOrificeDiameter=\"\",EDB_OtherYN=\"\"),\"\",\nIF(EDB_OtherYN=\"Y\",\"Other (Please describe below)\",\nIF(EDB_CircularOrificeDiameter<1.25,\"S.S. Well Screen with 60% Open Area\",\nIF(EDB_CircularOrificeDiameter<4,\"Aluminum Amico-Klemp SR Series with Cross Rods 2\"\" O.C.\",\n\"Aluminum Amico-Klemp SR Series with Cross Rods 4\"\" O.C.\"))))","v":""}]
[]
[]
[]
[null,null,null,"Y",null,"Other (Y/N):","N"]
[null,null,null,"N"]
[]
[null,null,null,"C) Ratio of Total Open Area to Total Area (only for type 'Other')",null,null,null,null,null,{"$f":"IF(OR(EDB_CircularOrificeDiameter=\"\",EDB_OtherYN=\"\"),\"\",\nIF(EDB_OtherYN=\"Y\",\"\",\nIF(EDB_CircularOrificeDiameter<1.25,0.6,\nIF(EDB_CircularOrificeDiameter<4,0.71,0.77))))","v":""},null,"User Ratio ="]
[]
[null,null,null,"D) Total Water Quality Screen Area (based on screen type)",null,null,null,null,null,null,null,"Atotal =",{"$f":"IF(OR(EDBAT=\"\",EDB_OtherYN=\"\"),\"\",\nIF(EDB_OtherYN=\"N\",EDBAT/EDB_HiddenRatio,\nIF(EDB_ScreenRatio=\"\",\"\",EDBAT/EDB_ScreenRatio)))","v":""},"sq. in.",{"$f":"IF(AND(EDB_OtherYN=\"Y\",EDB_ScreenRatio<>\"\"),\"Based on type 'Other' screen ratio\",\"\")","v":""}]
[]
[null,null,null,"E) Depth of Design Volume (EURV or WQCV)",null,null,null,null,null,null,null,"H=",null,"feet"]
[null,null,null,"       (Based on design concept chosen under 1E)"]
[]
[null,null,null,"F) Height of Water Quality Screen (HTR)",null,null,null,null,null,null,null,"HTR=",{"$f":"IF(OR(EDBDM=\"\",EDBH=\"\"),\"\",(EDBH*12)+(EDBDM*12)-2)","v":""}," inches"]
[]
[null,null,null,"G) Width of Water Quality Screen Opening (Wopening)",null,null,null,null,null,null,null,"Wopening =",{"$f":"IF(OR(EDB_TotalScreenArea=\"\",EDBHTR=\"\"),\"\",MAX(EDB_TotalScreenArea/EDBHTR,12))","v":""}," inches",{"$f":"IF(OR(EDB_TotalScreenArea=\"\",EDBHTR=\"\"),\"\",IF(EDB_TotalScreenArea/EDBHTR>=12,\"\",\"VALUE LESS THAN RECOMMENDED MIN. WIDTH.\"))","v":""}]
[null,null,null,"(Minimum of 12 inches is recommended)",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(EDBWO_Flag1=\"\",\"\",\"WIDTH HAS BEEN SET TO 12 INCHES.\")","v":""}]
[]
[]
[]
[]
[null,{"$f":"B2","v":"Design Procedure Form:  Extended Detention Basin (EDB)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," Sheet 3 of 3"]
[null,null,"Designer:",null,{"$f":"IF(E4=\"\",\"\",E4)","v":""}]
[null,null,"Company:",null,{"$f":"IF(E5=\"\",\"\",E5)","v":""}]
[null,null,"Date:",null,{"$f":"IF(E6=\"\",\"\",E6)","v":"2018-04-16T10:31:13.970"}]
[null,null,"Project:",null,{"$f":"IF(E7=\"\",\"\",E7)","v":""}]
[null,null,"Location:",null,{"$f":"IF(E8=\"\",\"\",E8)","v":""}]
[]
[]
[null,null,"10.","Overflow Embankment"]
[]
[null,null,null,"A)  Describe embankment protection for 100-year and greater overtopping:"]
[]
[]
[]
[null,null,null,"B)  Slope of Overflow Embankment",null,null,null,null,null,null,null,"Ze =",null," ft / ft",{"$f":"IF(OR(EDBZE=\"\",EDBZE>=3),\"\",\"TOO STEEP (< 3)\")","v":""}]
[null,null,null,"      (Horizontal distance per unit vertical, 4:1 or flatter preferred)",null,null,null,null,null,null,null,null,{"$f":"IF(OR(EDBZE=\"\",EDBZE>=4),\"\",IF(EDBZE>=3,\"DIFFICULT TO MAINTAIN, INCREASE WHERE POSSIBLE\",\"\"))","v":""}]
[]
[]
[]
[null,null,"11.","Vegetation"]
[]
[]
[]
[]
[null,null,"12.","Access"]
[]
[null,null,null,"A)  Describe Sediment Removal Procedures"]
[]
[]
[]
[]
[]
[]
[null,null,null,"Notes:"]

{"sheet":"RP","index":9,"n_rows":174,"n_cols":19,"rows_kept":174,"cut":false,"hidden":false,"merged":[[7,4,7,13],[101,4,101,13],[100,4,100,13],[1,1,1,15],[3,4,3,13],[4,4,4,13],[5,4,5,13],[6,4,6,13],[2,7,2,12],[95,1,95,15],[96,4,96,14],[80,11,80,15],[81,11,81,15],[82,11,82,15],[83,11,83,15],[84,11,84,15],[97,4,97,13],[98,4,98,13],[99,4,99,13],[122,11,122,14],[122,3,124,7],[109,11,109,15],[108,11,108,15],[124,11,124,15],[125,11,125,15],[144,11,144,15],[145,11,145,15],[146,11,146,15],[147,11,147,15],[154,11,154,15],[155,11,155,15],[156,11,156,15],[166,11,166,15],[167,11,167,15],[168,11,168,15],[169,11,169,15],[157,11,157,15],[170,11,170,15],[171,11,171,15],[172,11,172,15],[173,4,173,15],[177,1,177,15],[176,1,176,15],[175,1,175,15],[174,1,174,15]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[null,"Design Procedure Form:  Retention Pond (RP)"]
[null,null,null,null,null,null,null,{"$f":"INTRO!B4","v":"UD-BMP (Version 3.07, March 2018)"},null,null,null,null,null,null,null," Sheet 1 of 2"]
[null,null,"Designer:"]
[null,null,"Company:"]
[null,null,"Date:",null,{"$f":"NOW()","v":"2018-04-16T10:31:13.970"}]
[null,null,"Project:"]
[null,null,"Location:"]
[]
[]
[null,null,"1.","Baseflow"]
[]
[null,null,null,"A) Is the permanent pool established by groundwater?"]
[]
[]
[]
[null,null,"2.","Surcharge Volume"]
[]
[null,null,null,"A) Effective Imperviousness of Tributary Area, Ia",null,null,null,null,null,null,null,"Ia =",null,"%"]
[]
[null,null,null,"B) Tributary Area's Imperviousness Ratio (i = Ia / 100 )",null,null,null,null,null,null,null,"i =",{"$f":"IF(RPIA=\"\",\"\",RPIA/100)","v":""}]
[]
[null,null,null,"C)  Contributing Watershed Area",null,null,null,null,null,null,null,"Area = ",null," ac"]
[]
[null,null,null,"D)  For Watersheds Outside of the Denver Region, Depth of Average",null,null,null,null,null,null,null,"d6 = ",null," in"]
[null,null,null,"      Runoff Producing Storm"]
[]
[null,null,null,"E)  Design Concept"]
[null,null,null,"     (Select EURV when also designing for flood control)"]
[]
[]
[]
[null,null,null,"F)  Water Quality Capture Volume (WQCV)",null,null,null,null,null,null,null,"VWQCV=",{"$f":"IF(OR(RPIA=\"\",RPA=\"\",RP_D6<>\"\",RPVWQCVUI<>\"\"),\"\",((0.8*(0.91*(RPI^3)-1.19*(RPI^2)+0.78*RPI))/12)*RPA)","v":""}," ac-ft"]
[null,null,null,"      Based on 12-hour Drain Time"]
[null,null,null,"      (VWQCV = (0.8 * (0.91 * i3 - 1.19 * i2 + 0.78 * i) / 12 * Area)"]
[]
[null,null,null,"G)  For Watersheds Outside of the Denver Region, ",null,null,null,null,null,null,null,"VWQCV OTHER=",{"$f":"IF(OR(RPIA=\"\",RPA=\"\",RP_D6=\"\",RPVWQCVUI<>\"\"),\"\",RP_D6*(((0.8*(0.91*(RPI^3)-1.19*(RPI^2)+0.78*RPI))/12)*RPA/0.43))","v":""}," ac-ft"]
[null,null,null,"      Water Quality Capture Volume (WQCV)"]
[null,null,null,"      (VWQCV OTHER = (d6*(VWQCV/0.43))"]
[]
[null,null,null,"H)  User Input of Water Quality Capture Volume (WQCV)",null,null,null,null,null,null,null,"VWQCV USER=",null," ac-ft"]
[null,null,null,"      (Only if a different WQCV Design Volume is desired)"]
[]
[null,null,null,"I)  NRCS Hydrologic Soil Groups of Tributary Watershed"]
[null,null,null,"       i)  Percentage of Watershed consisting of Type A Soils",null,null,null,null,null,null,null,"HSG A =",null,"%"]
[null,null,null,"       ii)  Percentage of Watershed consisting of Type B Soils",null,null,null,null,null,null,null,"HSG B =",null,"%"]
[null,null,null,"       iii)  Percentage of Watershed consisting of Type C/D Soils",null,null,null,null,null,null,null,"HSG C/D =",null,"%"]
[]
[null,null,null,"J)  Excess Urban Runoff Volume (EURV) Design Volume"]
[null,null,null,"       For HSG A: EURVA = 1.68 * i1.28 ",null,null,null,null,null,null,null,"EURV = ",{"$f":"IF(OR(RP_WQCV_EURV_Button=\"\",RP_WQCV_EURV_Button=1,SUM(RP_HSG_A,RP_HSG_B,RP_HSG_CD)<>100,RPEURV_User<>\"\"),\"\",\nRPA*((RP_HSG_A/100)*(1.68*RPI^1.28)+(RP_HSG_B/100)*(1.36*RPI^1.08)+(RP_HSG_CD/100)*(1.2*RPI^1.08))/12)","v":""}," ac-f t"]
[null,null,null,"       For HSG B: EURVB = 1.36 * i1.08"]
[null,null,null,"       For HSG C/D: EURVC/D = 1.20 * i1.08"]
[]
[null,null,null,"K)  User Input of Excess Urban Runoff Volume (EURV) Design Volume",null,null,null,null,null,null,null,"EURVDESIGN USER=",null," ac-f t"]
[null,null,null,"      (Only if a different EURV Design Volume is desired)"]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(RP_WQCV_EURV_Button=\"\",\"\",IF(SUM(RPVWQCV,RPVWQCVOD,RPVWQCVUI)=0,\"\",SUM(RPVWQCV,RPVWQCVOD,RPVWQCVUI)))","v":""}]
[]
[null,null,"3.","Basin Shape: Length to Width Ratio",null,null,null,null,null,null,null,"L : W =",null,": 1",{"$f":"IF(OR(RPLW=\"\",AND(RPLW>=2,RPLW<=3)),\"\",\"RECOMMENDED RATIO BETWEEN 2:1 AND 3:1\")","v":""}]
[null,null,null,"(It is recommended to have a basin length-to-width ratio between 2:1 and 3:1)"]
[]
[]
[null,null,"4.","Permanent Pool"]
[null,null,null,"A)  Minimum Permanent Pool Volume",null,null,null,null,null,null,null,"VPOOL = ",{"$f":"IF(RPWQCV=\"\",\"\",ROUND(0.03*RPWQCV,3))","v":""}," ac-ft"]
[]
[null,null,null,"B)  Depth of the Safety Wetland Bench",null,null,null,null,null,null,null,"DLZ = ",null," in",{"$f":"IF(OR(RPDLZ=\"\",AND(RPDLZ>=6,RPDLZ<=12)),\"\",\"RECOMMENDED TO BE BETWEEN 6 AND 12 INCHES\")","v":""}]
[null,null,null,"      (Depth between 6 to 12 inches recommended)"]
[]
[null,null,null,"C)  Depth of the Open Water Zone",null,null,null,null,null,null,null,"DOWZ = ",null," ft",{"$f":"IF(OR(RPDOWZ=\"\",RPDOWZ<=12),\"\",\"D > 12 FEET\")","v":""}]
[null,null,null,"      (Maximum depth of 12 feet)"]
[]
[]
[null,null,"5.","Side Slopes "]
[]
[null,null,null,"A)  Maximum Side Slopes Above the Safety Wetland Bench",null,null,null,null,null,null,null,"ZPP = ",null," ft / ft",{"$f":"IF(OR(RPZPP=\"\",RPZPP>=4),\"\",\"TOO STEEP (< 4:1)\")","v":""}]
[null,null,null,"      (Horiz. dist. per unit vertical, should be no steeper than 4:1)"]
[]
[null,null,null,"B)  Maximum Side Slopes Below the Safety Wetland Bench",null,null,null,null,null,null,null,"ZOWZ = ",null," ft / ft",{"$f":"IF(OR(RPZOWZ=\"\",RPZOWZ>=3),\"\",\"TOO STEEP (< 3:1)\")","v":""}]
[null,null,null,"      (Horiz. dist. per unit vertical, should be no steeper than 3:1)"]
[]
[]
[null,null,"6.","Inlet"]
[]
[null,null,null,"A)  Describe means of providing energy dissipation at concentrated "]
[null,null,null,"      inflow locations:"]
[]
[]
[null,null,"7.","Forebay "]
[]
[null,null,null,"A)  Minimum Forebay Volume",null,null,null,null,null,null,null,"VFMIN =",{"$f":"IF(RPWQCV=\"\",\"\",ROUND(0.03*RPWQCV,3))","v":""}," ac-ft"]
[null,null,null,"      (VFMIN = 3% of the WQCV)"]
[]
[null,null,null,"B)  Actual Forebay Volume",null,null,null,null,null,null,null,"VF =",null," ac-ft",{"$f":"IF(OR(RPVFMIN=\"\",RPVF=\"\"),\"\",IF(ROUND(RPVF,3)<ROUND(RPVFMIN,3),\"VF < MINIMUM VF\",\"\"))","v":""}]
[]
[]
[]
[null,{"$f":"B2","v":"Design Procedure Form:  Retention Pond (RP)"}]
[null,null,null,null,{"$f":"INTRO!B4","v":"UD-BMP (Version 3.07, March 2018)"},null,null,null,null,null,null,null,null,null,null," Sheet 2 of 2"]
[null,null,"Designer:",null,{"$f":"IF(E4=\"\",\"\",E4)","v":""}]
[null,null,"Company:",null,{"$f":"IF(E5=\"\",\"\",E5)","v":""}]
[null,null,"Date:",null,{"$f":"NOW()","v":"2018-04-16T10:31:13.970"}]
[null,null,"Project:",null,{"$f":"IF(E7=\"\",\"\",E7)","v":""}]
[null,null,"Location:",null,{"$f":"IF(E8=\"\",\"\",E8)","v":""}]
[]
[]
[null,null,"8.","Outlet "]
[]
[null,null,null,"A)  Outlet Type"]
[]
[]
[]
[]
[]
[null,null,null,"C)  Smallest Dimension of Orifice Opening Based on Hydrograph Routing",null,null,null,null,null,null,null,"Dorifice =",null,"inches"]
[null,null,null,"(Use UD-Detention)"]
[]
[null,null,null,"D)  Total Outlet Area (Aot)",null,null,null,null,null,null,null,"Aot =",null,"square inches"]
[]
[]
[null,null,"9.","Trash Rack"]
[]
[null,null,null,"A)  Water Quality Screen Open Area: At = Aot * 38.5*(e-0.095D)",null,null,null,null,null,null,null,"At =",{"$f":"IF(OR(RP_CircularOrificeDiameter=\"\",RP_AOT=\"\"),\"\",MAX(38.5*EXP(-0.095*RP_CircularOrificeDiameter)*RP_AOT,0))","v":""}," square inches"]
[]
[null,null,null,"B) Type of Screen (If specifying an alternative to the materials recommended in the USDCM, indicate \"other\" and enter the ratio of the total open are to the total screen are for the material specified.)",null,null,null,null,null,null,null,{"$f":"IF(OR(RP_CircularOrificeDiameter=\"\",RP_OtherYN=\"\"),\"\",\nIF(RP_OtherYN=\"Y\",\"Other (Please describe below)\",\nIF(RP_CircularOrificeDiameter<1.25,\"S.S. Well Screen with 60% Open Area\",\nIF(RP_CircularOrificeDiameter<4,\"Aluminum Amico-Klemp SR Series with Cross Rods 2\"\" O.C.\",\n\"Aluminum Amico-Klemp SR Series with Cross Rods 4\"\" O.C.\"))))","v":""}]
[]
[]
[]
[null,null,null,"Y",null,"Other (Y/N):","N"]
[null,null,null,"N"]
[null,null,null,"C) Ratio of Total Open Area to Total Area (only for type 'Other')",null,null,null,null,null,{"$f":"IF(OR(RP_CircularOrificeDiameter=\"\",RP_OtherYN=\"\"),\"\",\nIF(RP_OtherYN=\"Y\",\"\",\nIF(RP_CircularOrificeDiameter<1.25,0.6,\nIF(RP_CircularOrificeDiameter<4,0.71,0.77))))","v":""},null,"User Ratio ="]
[]
[null,null,null,"D) Total Water Quality Screen Area (based on screen type)",null,null,null,null,null,null,null,"Atotal =",{"$f":"IF(OR(RPAT=\"\",RP_OtherYN=\"\"),\"\",\nIF(RP_OtherYN=\"N\",RPAT/RP_HiddenRatio,\nIF(RP_ScreenRatio=\"\",\"\",RPAT/RP_ScreenRatio)))","v":""},"sq. in.",{"$f":"IF(AND(RP_OtherYN=\"Y\",RP_ScreenRatio<>\"\"),\"Based on type 'Other' screen ratio\",\"\")","v":""}]
[]
[null,null,null,"E) Inundated Depth of Water Quality Screen below Permanent Pool",null,null,null,null,null,null,null,"Dinundated = ",null,"ft"]
[]
[null,null,null,"F) Depth of Design Volume (EURV or WQCV)",null,null,null,null,null,null,null,"H=",null,"ft"]
[null,null,null,"       (Based on design concept chosen under 1E)"]
[]
[null,null,null,"G) Height of Water Quality Screen (HTR)",null,null,null,null,null,null,null,"HTR=",{"$f":"IF(OR(RP_Inundated=\"\",RPH=\"\"),\"\",RPH*12+RP_Inundated*12)","v":""}," inches"]
[]
[null,null,null,"H) Width of Water Quality Screen Opening (Wopening)",null,null,null,null,null,null,null,"Wopening =",{"$f":"IF(OR(RP_TotalScreenArea=\"\",RPHTR=\"\"),\"\",MAX(RP_TotalScreenArea/RPHTR,12))","v":""}," inches",{"$f":"IF(OR(RP_TotalScreenArea=\"\",RPHTR=\"\"),\"\",IF(RP_TotalScreenArea/RPHTR>=12,\"\",\"VALUE LESS THAN RECOMMENDED MIN. WIDTH.\"))","v":""}]
[null,null,null,"(Minimum of 12 inches is recommended)",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(RPWO_Flag1=\"\",\"\",\"WIDTH HAS BEEN SET TO 12 INCHES.\")","v":""}]
[]
[]
[null,null,"10.","Overflow Embankment"]
[]
[null,null,null,"A)  Describe embankment protection for 100-year and greater overtopping:"]
[]
[]
[null,null,null,"B)  Maximum Embankment Side Slopes"]
[null,null,null,"      (Horiz. dist. per unit vertical, should be no steeper than 4:1)",null,null,null,null,null,null,null,"Ze =",null,"ft / ft",{"$f":"IF(OR(RPZE=\"\",RPZE>=4),\"\",\"TOO STEEP (< 4)\")","v":""}]
[]
[]
[null,null,"11.","Maintenance Considerations"]
[]
[null,null,null,"A)  Describe Means of Draining the Pond"]
[]
[]
[]
[]
[null,null,"12.","Vegetation"]
[]
[]
[]
[]
[null,null,"13.","Access"]
[]
[null,null,null,"A)  Describe Sediment Removal Procedures"]
[]
[]
[]
[]
[]
[]
[null,null,null,"Notes:"]

{"sheet":"CWP","index":10,"n_rows":169,"n_cols":19,"rows_kept":169,"cut":false,"hidden":false,"merged":[[149,11,149,15],[150,11,150,15],[151,11,151,15],[103,11,103,15],[94,4,94,13],[99,11,99,15],[134,11,134,15],[115,11,115,14],[115,3,117,7],[117,11,117,15],[118,11,118,15],[91,4,91,13],[92,4,92,13],[93,4,93,13],[90,4,90,13],[102,11,102,15],[1,17,1,18],[3,4,3,13],[4,4,4,13],[7,4,7,13],[88,1,88,15],[5,4,5,13],[6,4,6,13],[1,1,1,15],[74,11,74,15],[75,11,75,15],[76,11,76,15],[77,11,77,15],[2,6,2,14],[170,1,170,15],[171,1,171,15],[172,1,172,15],[138,11,138,15],[139,11,139,15],[169,1,169,15],[168,4,168,15],[152,11,152,15],[161,11,161,15],[162,11,162,15],[163,11,163,15],[164,11,164,15],[165,11,165,15],[166,11,166,15],[167,11,167,15],[140,11,140,15]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[null,"Design Procedure Form:  Constructed Wetland Pond (CWP)"]
[null,null,null,null,null,null,{"$f":"INTRO!B4","v":"UD-BMP (Version 3.07, March 2018)"},null,null,null,null,null,null,null,null," Sheet 1 of 2"]
[null,null,"Designer:"]
[null,null,"Company:"]
[null,null,"Date:",null,{"$f":"NOW()","v":"2018-04-16T10:31:13.970"}]
[null,null,"Project:"]
[null,null,"Location:"]
[]
[]
[null,null,"1.","Baseflow"]
[]
[null,null,null,"A) Is the permanent pool established by groundwater?"]
[]
[]
[null,null,"2.","Surcharge Volume"]
[]
[null,null,null,"A) Effective Imperviousness of Tributary Area, Ia",null,null,null,null,null,null,null,"Ia =",null,"%"]
[]
[null,null,null,"B) Tributary Area's Imperviousness Ratio (i = Ia / 100 )",null,null,null,null,null,null,null,"i =",{"$f":"IF(CWPIA=\"\",\"\",CWPIA/100)","v":""}]
[]
[null,null,null,"C)  Contributing Watershed Area",null,null,null,null,null,null,null,"Area = ",null," ac"]
[]
[null,null,null,"D)  For Watersheds Outside of the Denver Region, Depth of Average",null,null,null,null,null,null,null,"d6 = ",null," in"]
[null,null,null,"      Runoff Producing Storm"]
[]
[null,null,null,"E)  Design Concept"]
[null,null,null,"     (Select EURV when also designing for flood control)"]
[]
[]
[null,null,null,"F)  Water Quality Capture Volume (WQCV) Design Volume",null,null,null,null,null,null,null,"VWQCV=",{"$f":"IF(OR(CWPIA=\"\",CWPA=\"\",CWPD6<>\"\",CWPVWQCVUI<>\"\"),\"\",((0.9*(0.91*(CWPI^3)-1.19*(CWPI^2)+0.78*CWPI))/12)*CWPA)","v":""}," ac-ft"]
[null,null,null,"      Based on 24-hour Drain Time"]
[null,null,null,"      (VWQCV = (0.9 * (0.91 * i3 - 1.19 * i2 + 0.78 * i) / 12 * Area)"]
[]
[null,null,null,"G)  For Watersheds Outside of the Denver Region, ",null,null,null,null,null,null,null,"VWQCV OTHER=",{"$f":"IF(OR(CWPIA=\"\",CWPA=\"\",CWPD6=\"\",CWPVWQCVUI<>\"\"),\"\",CWPD6*(((0.9*(0.91*(CWPI^3)-1.19*(CWPI^2)+0.78*CWPI))/12)*CWPA/0.43))","v":""}," ac-ft"]
[null,null,null,"      Water Quality Capture Volume (WQCV) Design Volume"]
[null,null,null,"      (VWQCV OTHER = (d6*(VWQCV/0.43))"]
[]
[null,null,null,"H)  User Input of Water Quality Capture Volume (WQCV) Design Volume",null,null,null,null,null,null,null,"VWQCV USER=",null," ac-ft"]
[null,null,null,"      (Only if a different WQCV Design Volume is desired)"]
[]
[null,null,null,"I)  NRCS Hydrologic Soil Groups of Tributary Watershed"]
[null,null,null,"       i)  Percentage of Watershed consisting of Type A Soils",null,null,null,null,null,null,null,"HSG A =",null,"%"]
[null,null,null,"       ii)  Percentage of Watershed consisting of Type B Soils",null,null,null,null,null,null,null,"HSG B =",null,"%"]
[null,null,null,"       iii)  Percentage of Watershed consisting of Type C/D Soils",null,null,null,null,null,null,null,"HSG C/D =",null,"%"]
[]
[null,null,null,"J)  Excess Urban Runoff Volume (EURV) Design Volume"]
[null,null,null,"       For HSG A: EURVA = 1.68 * i1.28 ",null,null,null,null,null,null,null,"EURV = ",{"$f":"IF(OR(CWP_WQCV_EURV_Button=\"\",CWP_WQCV_EURV_Button=1,SUM(CWP_HSG_A,CWP_HSG_B,CWP_HSG_CD)<>100,CWPEURV_User<>\"\"),\"\",\nCWPA*((CWP_HSG_A/100)*(1.68*CWPI^1.28)+(CWP_HSG_B/100)*(1.36*CWPI^1.08)+(CWP_HSG_CD/100)*(1.2*CWPI^1.08))/12)","v":""}," ac-f t"]
[null,null,null,"       For HSG B: EURVB = 1.36 * i1.08"]
[null,null,null,"       For HSG C/D: EURVC/D = 1.20 * i1.08"]
[]
[null,null,null,"K)  User Input of Excess Urban Runoff Volume (EURV) Design Volume",null,null,null,null,null,null,null,"EURVDESIGN USER=",null," ac-f t"]
[null,null,null,"      (Only if a different EURV Design Volume is desired)"]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(CWP_WQCV_EURV_Button=\"\",\"\",IF(SUM(CWPVWQCV,CWPVWQCVOD,CWPVWQCVUI)=0,\"\",SUM(CWPVWQCV,CWPVWQCVOD,CWPVWQCVUI)))","v":""}]
[]
[null,null,"3.","Depth of WQCV Surcharge",null,null,null,null,null,null,null,"DWQCV = ",null," ft",{"$f":"IF(OR(CWPDWQCV=\"\",CWPDWQCV<=2),\"\",\"DEPTH > 2 FEET\")","v":""}]
[null,null,null,"(Should not exceed 2 feet, required even if EURV is chosen)"]
[]
[]
[null,null,"4.","Basin Shape",null,null,null,null,null,null,null,"L : W =",null,": 1",{"$f":"IF(OR(CWPLW=\"\",AND(CWPLW>=2,CWPLW<=4)),\"\",\"RECOMMENDED RATIO BETWEEN 2:1 AND 4:1\")","v":""}]
[null,null,null,"(It is recommended to have a basin length to width ratio between 2:1 and 4:1)"]
[]
[]
[null,null,"5.","Permanent Pool"]
[]
[null,null,null,"A)  Minimum Permanent Pool Volume (VPOOL = 75% of the WQCV)",null,null,null,null,null,null,null,"VPOOL = ",{"$f":"IF(CWPWQCV=\"\",\"\",0.75*CWPWQCV)","v":""}," ac-ft"]
[]
[]
[null,null,"6.","Side Slopes "]
[]
[null,null,null,"A)  Maximum Side Slope Above the Safety Wetland Bench",null,null,null,null,null,null,null,"Z = ",null," ft / ft",{"$f":"IF(OR(CWPZ=\"\",CWPZ>=4),\"\",\"TOO STEEP (< 4:1)\")","v":""}]
[null,null,null,"      (Horiz. dist. per unit vertical, should be no steeper than 4:1)"]
[]
[]
[null,null,"7.","Inlet"]
[null,null,null,"A)  Describe means of providing energy dissipation at concentrated "]
[null,null,null,"      inflow locations:"]
[]
[]
[null,null,"8.","Forebay "]
[]
[null,null,null,"A)  Minimum Forebay Volume",null,null,null,null,null,null,null,"VFMIN =",{"$f":"IF(CWPWQCV=\"\",\"\",ROUND(0.03*CWPWQCV,3))","v":""}," ac-ft"]
[null,null,null," (VFMIN = 3% of the WQCV)"]
[]
[null,null,null,"B)  Actual Forebay Volume",null,null,null,null,null,null,null,"VF =",null," ac-ft",{"$f":"IF(OR(CWPVFMIN=\"\",CWPVF=\"\"),\"\",IF(ROUND(CWPVF,3)<ROUND(CWPVFMIN,3),\"VF < MINIMUM VF\",\"\"))","v":""}]
[]
[]
[]
[null,{"$f":"B2","v":"Design Procedure Form:  Constructed Wetland Pond (CWP)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," Sheet 2 of 2"]
[null,null,"Designer:",null,{"$f":"IF(E4=\"\",\"\",E4)","v":""}]
[null,null,"Company:",null,{"$f":"IF(E5=\"\",\"\",E5)","v":""}]
[null,null,"Date:",null,{"$f":"IF(E6=\"\",\"\",E6)","v":"2018-04-16T10:31:13.970"}]
[null,null,"Project:",null,{"$f":"IF(E7=\"\",\"\",E7)","v":""}]
[null,null,"Location:",null,{"$f":"IF(E8=\"\",\"\",E8)","v":""}]
[]
[]
[null,null,"9.","Outlet "]
[]
[null,null,null,"A)  Outlet Type"]
[]
[]
[]
[]
[]
[null,null,null,"B)  Smallest Dimension of Orifice Opening Based on Hydrograph Routing",null,null,null,null,null,null,null,"Dorifice =",null,"inches"]
[null,null,null,"(Use UD-Detention)"]
[]
[null,null,null,"C)  Total Outlet Area (Aot)",null,null,null,null,null,null,null,"Aot =",null,"square inches"]
[]
[]
[null,null,"9.","Trash Rack"]
[]
[null,null,null,"A)  Water Quality Screen Open Area: At = Aot * 38.5*(e-0.095D)",null,null,null,null,null,null,null,"At =",{"$f":"IF(OR(CWP_CircularOrificeDiameter=\"\",CWP_AOT=\"\"),\"\",MAX(38.5*EXP(-0.095*CWP_CircularOrificeDiameter)*CWP_AOT,0))","v":""},"square inches"]
[]
[null,null,null,"B) Type of Screen (If specifying an alternative to the materials recommended in the USDCM, indicate \"other\" and enter the ratio of the total open are to the total screen are for the material specified.)",null,null,null,null,null,null,null,{"$f":"IF(OR(CWP_CircularOrificeDiameter=\"\",CWP_OtherYN=\"\"),\"\",\nIF(CWP_OtherYN=\"Y\",\"Other (Please describe below)\",\nIF(CWP_CircularOrificeDiameter<1.25,\"S.S. Well Screen with 60% Open Area\",\nIF(CWP_CircularOrificeDiameter<4,\"Aluminum Amico-Klemp SR Series with Cross Rods 2\"\" O.C.\",\n\"Aluminum Amico-Klemp SR Series with Cross Rods 4\"\" O.C.\"))))","v":""}]
[]
[]
[]
[null,null,null,"Y",null,"Other (Y/N):","N"]
[null,null,null,"N"]
[null,null,null,"C) Ratio of Total Open Area to Total Area (only for type 'Other')",null,null,null,null,null,{"$f":"IF(OR(CWP_CircularOrificeDiameter=\"\",CWP_OtherYN=\"\"),\"\",\nIF(CWP_OtherYN=\"Y\",\"\",\nIF(CWP_CircularOrificeDiameter<1.25,0.6,\nIF(CWP_CircularOrificeDiameter<4,0.71,0.77))))","v":""},null,"User Ratio ="]
[]
[null,null,null,"D) Total Water Quality Screen Area (based on screen type)",null,null,null,null,null,null,null,"Atotal =",{"$f":"IF(OR(CWPAT=\"\",CWP_OtherYN=\"\"),\"\",\nIF(CWP_OtherYN=\"N\",CWPAT/CWP_HiddenRatio,\nIF(CWP_ScreenRatio=\"\",\"\",CWPAT/CWP_ScreenRatio)))","v":""},"sq. in.",{"$f":"IF(AND(CWP_OtherYN=\"Y\",CWP_ScreenRatio<>\"\"),\"Based on type 'Other' screen ratio\",\"\")","v":""}]
[]
[null,null,null,"E) Inundated Depth of Water Quality Screen below Permanent Pool",null,null,null,null,null,null,null,"Dinundated = ",null,"ft"]
[]
[null,null,null,"F) Depth of Design Volume (EURV or WQCV)",null,null,null,null,null,null,null,"H=",null,"ft"]
[null,null,null,"       (Based on design concept chosen under 1E)"]
[]
[null,null,null,"G) Height of Water Quality Screen (HTR)",null,null,null,null,null,null,null,"HTR=",{"$f":"IF(OR(CWP_Inundated=\"\",CWPH=\"\"),\"\",CWPH*12+CWP_Inundated*12)","v":""}," inches"]
[]
[null,null,null,"H) Width of Water Quality Screen Opening (Wopening)",null,null,null,null,null,null,null,"Wopening =",{"$f":"IF(OR(CWP_TotalScreenArea=\"\",CWPHTR=\"\"),\"\",MAX(CWP_TotalScreenArea/CWPHTR,12))","v":""}," inches",{"$f":"IF(OR(CWP_TotalScreenArea=\"\",CWPHTR=\"\"),\"\",IF(CWP_TotalScreenArea/CWPHTR>=12,\"\",\"VALUE LESS THAN RECOMMENDED MIN. WIDTH.\"))","v":""}]
[null,null,null,"(Minimum of 12 inches is recommended)",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(CWPWO_Flag1=\"\",\"\",\"WIDTH HAS BEEN SET TO 12 INCHES.\")","v":""}]
[]
[]
[null,null,"11.","Overflow Embankment"]
[null,{"$f":"IF(T140=\"\",\"\",T140)","v":""}]
[null,null,null,"A)  Describe embankment protection for 100-year and greater overtopping:"]
[]
[]
[]
[null,null,null,"B)  Slope of Overflow Embankment",null,null,null,null,null,null,null,"Ze =",null,"ft / ft",{"$f":"IF(OR(CWPZE=\"\",CWPZE>=4),\"\",\"TOO STEEP (< 4:1)\")","v":""}]
[null,null,null,"     (Horiz. dist. per unit vertical, should not be steeper than 4:1)"]
[]
[]
[]
[null,null,"12.","Maintenance Considerations"]
[]
[null,null,null,"A)  Describe Means of Draining the Pond"]
[]
[]
[]
[]
[null,null,"13.","Vegetation"]
[]
[]
[]
[]
[null,null,"14.","Access"]
[]
[null,null,null,"A)  Describe Sediment Removal Procedures"]
[]
[]
[]
[]
[]
[]
[null,null,null,"Notes:"]

{"sheet":"CWC","index":11,"n_rows":65,"n_cols":53,"rows_kept":65,"cut":false,"hidden":false,"merged":[[68,1,68,15],[54,12,54,15],[64,4,64,15],[65,1,65,15],[66,1,66,15],[67,1,67,15],[60,10,60,15],[61,10,61,15],[62,10,62,15],[63,10,63,15],[57,10,57,15],[58,10,58,15],[7,4,7,12],[56,10,56,15],[1,1,1,15],[3,4,3,12],[4,4,4,12],[5,4,5,12],[6,4,6,12],[2,5,2,11]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[null,"Design Procedure Form:  Constructed Wetland Channel (CWC)"]
[null,null,null,null,null,{"$f":"INTRO!B4","v":"UD-BMP (Version 3.07, March 2018)"},null,null,null,null,null,null,null,null,null,"Sheet 1 of 1"]
[null,null,"Designer:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2.5]
[null,null,"Company:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3]
[null,null,"Date:",null,{"$f":"NOW()","v":"2018-04-16T10:31:13.970"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3.5]
[null,null,"Project:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4]
[null,null,"Location:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,5.5]
[null,null,"1.","Design Discharge",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6.5]
[null,null,null,"A)   2-Year Design Discharge",null,null,null,null,null,null,"Q2 =",null,"cfs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,7]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,7.5]
[null,null,null,"B)   100-Year Design Discharge",null,null,null,null,null,null,"Q100 =",null,"cfs",{"$f":"IF(OR(CWC_Q100=\"\",CWC_Q2=\"\"),\"\",IF(CWC_Q100>=CWC_Q2,\"\",\"Q100 SMALLER THAN Q2\"))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,8]
[]
[]
[null,null,"2.","Channel Geometry (New Channel - No Wetland Veg.  in Bottom)",null,null,null,null,null,null,{"$f":"IF(CWC_D2OLD=\"\",\"\",IF(CWC_D2OLD>=1.5,\"\",IF(CWC_Z>4,\"Decreasing Z may achieve mature channel depth criteria\",\"\")))","v":""}]
[null,null,null,"Channel Side Slopes (Z = 2.5 min., horiz. distance per unit vertical)",null,null,null,null,null,null,"Z =",null,"(H:V)",{"$f":"IF(CWC_Z=\"\",\"\",IF(CWC_Z>=2.5,\"\",\"TOO SMALL, Z < 2 .5\"))","v":""}]
[]
[]
[null,null,"3.","Longitudinal Slope (Based on  Manning's n for the mature channel",null,null,null,null,null,null,"S =",null,"ft / ft"]
[null,null,null,"so as not to exceed the maximum given velocity)"]
[]
[]
[null,null,"4.","Channel Capacity",null,null,null,null,null,null,null,"New 2-Yr.",null,"Mature 2-Yr."]
[null,null,null,"(Based on Manning's n = 0.0018 * D2 ^ 2 - 0.0206 * D2 + 0.099 for D < 5,",null,null,null,null,null,null,null,"Channel",null,"Channel"]
[null,null,null,"and Manning's n = 0.0001 * Y ^ 2 - 0.0025 * Y + 0.05 for D > 5)",null,null,null,null,null,null,"D2 =",null,"feet",null,{"$f":"IF(CWC_D2OLD=\"\",\"feet\",IF(CWC_D2OLD>=1.5,\"feet\",\"TOO SMALL\"))","v":"feet"}]
[null,null,{"$f":"IF(CWC_D2OLD=\"\",\"\",IF(CWC_D2OLD>=1.5,\"\",\"MATURE CHANNEL TOO SHALLOW, DECREASE SLOPE TO CORRECT.\"))","v":""},null,null,null,null,null,null,null,"B2 =",null,"feet",null,"feet"]
[null,null,{"$f":"IF(CWC_V2OLD=\"\",\"\",IF(CWC_V2OLD<=2,\"\",\"MATURE CHANNEL V2 TOO HIGH, DECREASE SLOPE TO CORRECT.\"))","v":""},null,null,null,null,null,null,null,"T2 =",null,"feet",null,"feet"]
[null,null,null,"A)   Calculated channel geometry required to maintain the design",null,null,null,null,null,null,"V2 =",null,"fps",null,{"$f":"IF(CWC_V2OLD=\"\",\"fps\",IF(CWC_V2OLD>2,\"TOO LARGE\",\"fps\"))","v":"fps"}]
[null,null,null,"       discharge during a 2-year event with newly established and",null,null,null,null,null,null,"n2 ="]
[null,null,null,"       mature vegetation.  Calculated resulting flow velocities for mature",null,null,null,null,null,null,"Froude2 ="]
[null,null,null,"       condition should be kept to 2 fps or less for the 2-year flow."]
[null,null,null,null,null,null,null,null,null,null,null,"New 100-Yr.",null,"Mature 100-Yr."]
[null,null,null,"B)   Geometry and velocity to use for the 100-year discharge:",null,null,null,null,null,null,null,"Channel",null,"Channel"]
[null,null,null,"       Suggest the design for a 100-year capacity channel follow the",null,null,null,null,null,null,"D100 =",null,"feet",null,"feet"]
[null,null,null,"       guidance contained in the Major Drainage Chapter of Volume One.",null,null,null,null,null,null,"B100 =",null,"feet",null,"feet"]
[null,null,null,"       of the USDCM, or through the use of the UD-CHANNELS workbook.",null,null,null,null,null,null,"T100 =",null,"feet",null,"feet"]
[null,null,null,null,null,null,null,null,null,null,"V100 =",null,"fps",null,"fps"]
[null,null,null,{"$f":" IF(CWC_D100OLD=\"\",\"\",\"       100-Year depth with 1-foot freeboard is \"&ROUND(CWC_D100OLD+1,1)&\" feet.\")","v":""},null,null,null,null,null,null,"n100 ="]
[null,null,null,{"$f":"IF(CWC_D100OLD=\"\",\"\",\"       100-Year top width with 1-foot freeboard is \"&ROUND(CWC_T100OLD+2*CWC_Z,1)&\" feet. \")","v":""},null,null,null,null,null,null,"Froude100 ="]
[]
[]
[null,null,"5.","Grade Control Structures:  Number required"]
[]
[]
[null,null,"6.","Toe Protection"]
[null,null,null,{"$f":"IF(CWC_B2NEW=\"\",\"   Depth of toe protection below the invert of the channel (min. 3 feet).\",IF(6*CWC_Z<=CWC_B2NEW,\"   Depth of toe protection below the invert of the channel (min. 3 feet).\",\"   Due to narrow channel bottom, provide soil riprap across width.\"))","v":"   Depth of toe protection below the invert of the channel (min. 3 feet)."},null,null,null,null,null,null,null,null,{"$f":"IF(CWC_B2NEW=\"\",\"feet\",IF(6*CWC_Z<=CWC_B2NEW,\"feet\",\" soil riprap thickness (feet)\"))","v":"feet"}]
[null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(CWC_TOE=\"\",\"\",IF(M49=\"feet\",IF(CWC_TOE<3,\"TOO SMALL (<3')\",\"\"),\"\"))","v":""}]
[]
[null,null,"7.","Vegetation"]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"8.","Maintenance Access:  Describe access along channel."]
[]
[]
[]
[null,null,null,"Notes: "]

{"sheet":"PPS","index":12,"n_rows":148,"n_cols":19,"rows_kept":148,"cut":false,"hidden":false,"merged":[[79,10,79,13],[80,10,80,13],[81,10,81,13],[101,4,101,12],[96,1,96,14],[98,4,98,12],[99,4,99,12],[100,4,100,12],[102,4,102,12],[126,12,126,14],[146,10,146,14],[107,12,107,14],[151,1,151,14],[147,4,147,14],[148,1,148,14],[149,1,149,14],[150,1,150,14],[6,4,6,12],[7,4,7,12],[1,1,1,14],[3,4,3,12],[4,4,4,12],[5,4,5,12],[2,6,2,12]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[null,"Design Procedure Form:  Permeable Pavement Systems (PPS)"]
[null,null,null,null,null,null,{"$f":"INTRO!B4","v":"UD-BMP (Version 3.07, March 2018)"},null,null,null,null,null,null,null,"Sheet 1 of 2"]
[null,null,"Designer:"]
[null,null,"Company:"]
[null,null,"Date:",null,{"$f":"NOW()","v":"2018-04-16T10:31:13.970"}]
[null,null,"Project:"]
[null,null,"Location:"]
[]
[]
[null,null,"1.","Type of Permeable Pavement Section"]
[]
[null,null,null,"A) What type of section of permeable pavement is used?"]
[null,null,null,"      (Based on the land use and activities, proximity to adjacent "]
[null,null,null,"      structures and soil characteristics.)"]
[]
[null,null,null,"B) What type of wearing course?"]
[]
[]
[]
[]
[]
[]
[]
[null,null,"2.","Required Storage Volume"]
[]
[null,null,null,"A)  Effective Imperviousness of Area Tributary to Permeable Pavement, Ia",null,null,null,null,null,null,"Ia =",null,"%"]
[]
[null,null,null,"B)  Tributary Area's Imperviousness Ratio (I = Ia / 100)",null,null,null,null,null,null,"i =",{"$f":"IF(PPSIA=\"\",\"\",PPSIA/100)","v":""}]
[]
[null,null,null,"C)  Tributary Watershed Area",null,null,null,null,null,null,"ATotal = ",null,"sq ft"]
[null,null,null,"     (including area of permeable pavement system)"]
[]
[null,null,null,"D)  Area of Permeable Pavement System",null,null,null,null,null,null,"APPS =",null,"sq ft"]
[null,null,null,{"$f":"IF(OR(PPSATRIB=\"\",PPSIA=\"\"),\"    (Maximum recommended impervious tributary ratio is 2.0)\",\"    (Minimum recommended permeable pavement area = \"&ROUND(PPSATRIB/(1+2/PPSI),0)&\" sq ft)\")","v":"    (Maximum recommended impervious tributary ratio is 2.0)"}]
[]
[null,null,null,"E)  Impervious Tributary Ratio",null,null,null,null,null,null,"RT =",{"$f":"IF(OR(PPSIA=\"\",PPSATRIB=\"\",PPSAPPS=\"\"),\"\",((PPSATRIB-PPSAPPS)*PPSI)/PPSAPPS)","v":""},null,{"$f":"IF(OR(PPSTR=\"\",PPSTR<=2),\"\",\"IMPERVIOUS TRIBUTARY RATIO EXCEEDS 2.0\")","v":""}]
[null,null,null,"    (Contributing Imperviuos Area / Permeable Pavement Ratio)"]
[]
[null,null,null,"F)  Water Quality Capture Volume (WQCV) Based on 12-hour Drain Time",null,null,null,null,null,null,"WQCV =",{"$f":"IF(OR(PPSIA=\"\",PPSATRIB=\"\"),\"\",((0.8*(0.91*(PPSI^3)-1.19*(PPSI^2)+0.78*PPSI))/12)*PPSATRIB)","v":""},"cu ft"]
[null,null,null,"      (WQCV = (0.8 * (0.91 * i3 - 1.19 * i2 + 0.78 * i) / 12) * Area)"]
[]
[null,null,null,"G)  Is flood control volume being added?"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_FloodControl_Button=\"\",\"\",\"Provide overflow to carry runoff\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_FloodControl_Button=\"\",\"\",\"directly into the reservoir layer to\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_FloodControl_Button=\"\",\"\",\"ensure use of flood control volume\")","v":""}]
[null,null,null,"H)  Total Volume Needed",null,null,null,null,null,null,"VTotal =",null,"cu ft",{"$f":"IF(PPS_FloodControl_Button=\"\",\"\",\"regardless of infiltration rates.\")","v":""}]
[]
[]
[null,null,"3.","Depth of Reservoir"]
[]
[null,null,null,"A)  Minimum Depth of Reservoir",null,null,null,null,null,null,"Dmin =",null,"inches",{"$f":"IF(OR(PPSDMIN=\"\",PPSDMIN>=6),\"\",\"LESS THAN MINIMUM RECOMMENDED\")","v":""}]
[null,null,null,"     (Minimum recommended depth is 6 inches)",null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(PPSDMIN=\"\",PPSDMIN>=6),\"\",\"DEPTH OF 6 INCHES\")","v":""}]
[]
[null,null,null,"B)  Is the slope of the reservoir/subgrade interface equal to 0%?"]
[]
[]
[]
[]
[null,null,null,"C)  Porosity (Porous Gravel Pavement < 0.3, Others < 0.40)",null,null,null,null,null,null,"P =",null,null,{"$f":"IF(OR(PPS_WearingCourse_Button=\"\",PPSP=\"\"),\"\",\nIF(PPS_WearingCourse_Button=4,IF(PPSP<=0.3,\"\",\"Porosity > 0.30\"),\nIF(PPSP<=0.4,\"\",\"Porosity > 0.40\")))","v":""}]
[]
[null,null,null,"D)  Slope of the Base Course/Subgrade Interface",null,null,null,null,null,null,"S =",null,"ft / ft"]
[]
[null,null,null,{"$f":"IF(OR(PPSAPPS=\"\",PPSVTOT=\"\",PPSP=\"\",PPSS=\"\"),\"E)  Length Between Lateral Flow Barriers\",\n\"E)  Length Between Lateral Flow Barriers (max = \"&ROUND((2*PPSVTOT)/(PPSS*PPSAPPS*PPSP),2)&\" ft.)\")","v":"E)  Length Between Lateral Flow Barriers"},null,null,null,null,null,null,"L =",null,"ft",{"$f":"IF(OR(PPSAPPS=\"\",PPSVTOT=\"\",PPSP=\"\",PPSL=\"\"),\"\",IF(PPSL<ROUND(((2*PPSVTOT)/(PPSS*PPSAPPS*PPSP)),4),\"\",\"LENGTH TOO LONG\"))","v":""}]
[]
[null,null,null,"F)  Volume Provided Based on Depth of Base Course",null,null,null,null,null,null,"V =",{"$f":"IF(OR(PPSAPPS=\"\",PPSDMIN=\"\",PPS_Slope_Button=\"\",PPSP=\"\"),\"\",\nIF(PPS_Slope_Button=1,PPSP*((PPSDMIN-1)/12)*PPSAPPS,\nIF(OR(PPSS=\"\",PPSL=\"\"),\"\",MAX(0,PPSP*((PPSDMIN-6*PPSS*PPSL-1)/12)*PPSAPPS))))","v":""},"cu ft",{"$f":"IF(OR(PPSVTOT=\"\",PPSVOL=\"\"),\"\",IF(PPSVTOT<=PPSVOL,\"\",\"VOLUME PROVIDED < TOTAL VOLUME NEEDED\"))","v":""}]
[null,null,null,"      Flat or Stepped: V = P * ((Dmin - 1) / 12) * Area",null,null,null,null,null,null,{"$f":"IF(AND(PPS_Slope_Button=2,PPSVOL<>\"\"),\"Volume assumes uniform slope & lateral flow barrier spacing\",\"\")","v":""}]
[null,null,null,"      Sloped: V = P * ((Dmin - 6*S*L - 1) / 12) * Area",null,null,null,null,null,null,{"$f":"IF(AND(PPS_Slope_Button=2,PPSVOL<>\"\"),\"Calculate the volume of each cell individually when this varies.\",\"\")","v":""}]
[]
[]
[null,null,"4.","Lateral Flow Barriers"]
[]
[null,null,null,"A)  Type of Lateral Flow Barriers"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,"B)  Number of Permeable Pavement Cells ",null,null,null,null,null,null,"Cells ="]
[]
[]
[]
[null,null,"5.","Perimeter Barrier"]
[]
[null,null,null,"A)  Is a perimeter barrier provided on all sides of the"]
[null,null,null,"     pavement system?"]
[null,null,null,"    (Recommeded for PICP, concrete grid pavement, or for any"]
[null,null,null,"    no-infiltration section.)"]
[]
[]
[]
[null,{"$f":"B2","v":"Design Procedure Form:  Permeable Pavement Systems (PPS)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sheet 2 of 2"]
[null,null,"Designer:",null,{"$f":"IF(E4=\"\",\"\",E4)","v":""}]
[null,null,"Company:",null,{"$f":"IF(E5=\"\",\"\",E5)","v":""}]
[null,null,"Date:",null,{"$f":"IF(E6=\"\",\"\",E6)","v":"2018-04-16T10:31:13.970"}]
[null,null,"Project:",null,{"$f":"IF(E7=\"\",\"\",E7)","v":""}]
[null,null,"Location:",null,{"$f":"IF(E8=\"\",\"\",E8)","v":""}]
[]
[]
[null,null,"6.","Filter Material and Underdrain System"]
[]
[null,null,null,"A) Is the underdrain placed below a 6-inch thick layer of"]
[null,null,null,"    CDOT Class C filter material?",null,null,null,null,null,null,null,null,null,{"$f":"IF(PPS_CDOT_Button=1,\"CDOT CLASS C FILTER MATERIAL RECOMMENDED\",\"\")","v":""}]
[]
[]
[]
[]
[null,null,null,"B) Diameter of Slotted Pipe (slot dimensions per Table PPs-2)"]
[]
[]
[]
[]
[null,null,null,"C) Distance from the Lowest Elevation of the Storage Volume",null,null,null,null,null,null,"y =",null,"ft"]
[null,null,null,"    (i.e. the bottom of the base course to the center of the orifice)"]
[]
[]
[null,null,"7.","Impermeable Geomembrane Liner and Geotextile Separator Fabric"]
[]
[null,null,null,"A) Is there a minimum 30 mil thick impermeable PVC geomembrane "]
[null,null,null,"     liner on the bottom and sides of the basin, extending up to the top"]
[null,null,null,"    of the base course?"]
[]
[]
[]
[null,null,null,"B) CDOT Class B Separator Fabric"]
[]
[]
[]
[]
[]
[null,null,"8.","Outlet "]
[null,null,null,"(Assumes each cell has similar area, subgrade slope, and length "]
[null,null,null,"between lateral barriers (unless subgrade is flat).  Calculate cells"]
[null,null,null,"individually where this varies.)"]
[]
[null,null,null,"A) Depth of WQCV in the Reservoir",null,null,null,null,null,null,"DWQCV =",{"$f":"IF(OR(PPS_Outlet_Boolean=1,PPS_Slope_Button=\"\",PPSAPPS=\"\",PPSWQCV=\"\",PPSP=\"\"),\"\",\nIF(PPS_Slope_Button=1,(12*PPSWQCV)/(PPSAPPS*PPSP),\nIF(OR(PPSS=\"\",PPSL=\"\"),\"\",6*(((2*PPSWQCV)/(PPSAPPS*PPSP))+PPSS*PPSL))))","v":""},"inches"]
[null,null,null,"    (Elevation of the Flood Control Outlet)"]
[]
[null,null,null,"B) Diameter of Orifice for 12-hour Drain Time",null,null,null,null,null,null,"DOrifice =",{"$f":"IF(OR(PPS_Outlet_Boolean=1,PPSWQCV=\"\",PPSDLE=\"\"),\"\",ROUND(((PPSWQCV/(1414*((PPSDLE)^0.41)))^0.5)*16,0)/16)","v":""},"inches",{"$f":"IF(OR(PPSDORIF=\"\",PPSDORIF>=0.375),\"\",\"MINIMUM ORIFICE SIZE IS 3/8-INCHES\")","v":""}]
[null,null,null,"   (Use a minimum orifice diameter of 3/8-inches) "]
[]
[null,null,null,"Notes:"]

{"sheet":"Mean Storm Depth Map","index":13,"n_rows":2,"n_cols":19,"rows_kept":2,"cut":false,"hidden":false,"merged":[[1,1,1,13]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Worksheet Protected"]
[null,"Mean Annual Storm Precipitation Depths, P6 (inches)"]