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{"sheet":"Instructions","index":0,"n_rows":120,"n_cols":6,"rows_kept":120,"cut":false,"hidden":false,"merged":[[0,0,0,41],[7,0,7,41],[1,0,1,41],[4,0,4,41],[5,0,5,41]]}
["On-site Stormwater Management - List Approach Calculator"]
["Instructions"]
["Version 07-28-2017"]
[]
["To use the On-Site List Calculator you must select \"Enable Content\" when the Security Warning appears."]
["Note this calculator is designed to work with Microsoft Excel 2010 or newer"]
["Introduction"]
["This spreadsheet tool helps users implement the On-site List Approach for projects in the City of Seattle. "]
[null,"Instructions for evaluating, selecting and sizing on-site best management practices (BMPs) are provided below."]
[]
["Refer to Volume 1, Volume 3 (Section 3.3 and Chapter 5), and Appendix C of the Seattle Stormwater Manual (Seattle 2015) for On-site "]
[null,"Stormwater  Management requirements, BMP design requirements and infeasibility criteria."]
[]
["The \"Project Summary\" and \"BMP Sizing/Modeling\" tabs can be used to provide documentation for compliance with the "]
[null,"On-site List requirement."]
[]
["How to Use the On-site List Calculator"]
[null,"Project Summary Tab:"]
[null,"A. Fill in the light green cells in the \"Project Summary\" tab."]
[]
[null,null,"Step 1: Determine if Dispersion and Infiltration are Feasible"]
[null,null,null,"Refer to Section 3.1 and Section 3.2 in Volume 3 of the Seattle Stormwater Manual (Seattle 2015). "]
[]
[null,null,"Step 2: Calculate Areas by Surface Type"]
[null,null,null,"Divide the project area into hard surface areas with distinct drainage pathways and conduct a BMP evaluation "]
[null,null,null,"for each surface \"sub area\". Refer to Figure 1 below for an example. Enter roof and non-roof areas and number "]
[null,null,null,"of areas into \"Project Summary\" tab and hit Enter. Excel tabs will be generated for each individual surface."]
[null,null,null,"Note: Do not create a surface tab for Permeable Pavement Facilities (PPF). PPFs are the only hard surface that"]
[null,null,null,"will not have a surface tab. Enter the PPF area on the BMP Sizing tab."]
[]
[null,null,"Step 3: Refer to Applicable On-site List(s)"]
[null,null,null,"On-site Lists are provided in Volume 1, Section 5.1 for all project type(s). The applicable on-site BMPs are provided "]
[null,null,null,"in this calculator in the \"Surface\" tabs based on information entered in the \"Project Summary\" tab."]
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[null,"Figure 1. Example Delineation of Hard Surface Areas with Distinct Drainage Pathways for a Parcel or Single Family Project."]
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[null,"Figure 2. Example Delineation of Hard Surface Areas for for Trail and Sidewalk Projects."]
[]
[null,"Surface Tab(s):"]
[null,null,"Step 4: Evaluate BMPs by Category"]
[null,null,null,"On each \"Surface\" tab, select \"Infeasible\", \"Not evaluated\", or \"Use BMP\" for each category. Note BMPs in each"]
[null,null,null,"category may be evaluated in any order. (See detailed information in Steps 5 through 10)."]
[]
[null,null,"Step 5: Evaluate Feasibility of Category 1 BMPs"]
[null,null,null,"Determine feasibility of the BMP(s) in Category 1. The BMP is considered infeasible if one of the following applies:"]
[null,null,null,null,"-The BMP is considered infeasible per the criteria provided in the “Infeasibility Criteria” tab."]
[null,null,null,null,"-Competing needs (e.g., historic preservation laws, health and safety standards) as provided in  "]
[null,null,null,null,null,"SMC, Section 22.805.070 conflict with the BMP."]
[null,null,null,null,"-The size of the BMP in the \"Surface\" tab(s) (generated based on \"Project Summary\" tab inputs)"]
[null,null,null,null,"cannot be met on the site."]
[]
[null,null,"Step 6: Select Category 1 BMP(s)"]
[null,null,null,"If any of the Category 1 BMPs are feasible for a surface, then a Category 1 BMP must be used to manage"]
[null,null,null,"runoff from the surface. Identify the  BMP selected for the surface area by selecting \"Use BMP\" from"]
[null,null,null,"the drop down menu. After BMP(s) are selected, the calculator will size the BMP for the surface area"]
[null,null,null,"based on the facility information (e.g., ponding depth) entered in the \"BMP Sizing\" tab."]
[null,null,null,"Note: Facility sizes provided in this tool are the minimum size required. Facilities can be made larger to "]
[null,null,null,"meet additional requirements (i.e., flow control and/or water quality treatment standards)."]
[]
[null,null,"Step 7: Document Infeasibility of Category 1 BMPs (if applicable)"]
[null,null,null,"If all the Category 1 BMPs are deemed infeasible, select \"Infeasible\" and the applicable \"infeasibility criteria\" "]
[null,null,null,"from the drop down menus and proceed to Step 8. In addition, the applicant shall provide a completed On-site "]
[null,null,null,"List Requirement Infeasibility Criteria Checklist (refer to the tables provided in Appendix C of the Seattle "]
[null,null,null,"Stormwater Manual) or a narrative description and rationale with substantial evidence sufficient to explain "]
[null,null,null,"and justify the applicant's conclusion that On-site BMPs are infeasible."]
[]
[null,null,"Step 8: Evaluate/Select Category 2 BMPs"]
[null,null,null,"If all of the Category 1 BMPs are deemed infeasible, evaluate the On-site BMPs in Category 2 using the same approach "]
[null,null,null,"described in Steps 5 through 7."]
[]
[null,null,"Step 9: Evaluate/Select Category 3 BMPs"]
[null,null,null,"If all of the Category 2 BMPs are deemed infeasible,  evaluate the On-site BMPs in Category 3 using the same approach "]
[null,null,null,"described in Steps 5 through 7."]
[]
[null,null,"Step 10: Evaluate/Select Category 4 BMPs"]
[null,null,null,"If all of the Category 3 BMPs are deemed infeasible, evaluate the On-site BMPs in Category 4 using the same approach "]
[null,null,null,"described in Steps 5 through 7."]
[]
[null,"BMP Sizing Tab:"]
[null,"B. Once a \"Surface\" tab is completed for each surface, complete the information on the \"BMP Sizing\" tab "]
[]
[null,null,null,"For each surface, select the BMP that the surface drains to."]
[null,null,null,"If more than one surface drains to the same BMP, indicate with the same BMP number."]
[null,null,null,"The appropriate sizing will be provided for each BMP based on the area of the surfaces draining to it."]
[null,null,null,"For BMPs with multiple design parameters (i.e., ponding depth, side slopes),"]
[null,null,null,"select the design parameters that will be applied to the project."]
[]
[null,"Project Summary Tab:"]
[null,"C. The \"Project Summary\" tab  summarizes the selected BMPs and BMP sizes by surface."]

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["On-site Stormwater Management - List Approach Calculator "]
["Site and Drainage Control Summary"]
[{"$f":"Version","v":"Version 07-28-2017"}]
["To use the On-Site List Calculator you must select \"Enable Content\" when the Security Warning appears."]
["Project Information",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Hidden Column"]
[null,"Site Address",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SDCI Project Number"]
[]
[null,"Primary Contact",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SDOT Project Number",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Type","Old"]
[]
[null,"Project Type",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Primary Contact E-mail or Phone",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(INDEX(Lookup!$L$2:$L$5,MATCH($H$10,Project,0)),\"\")","v":""},"Trail"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Trail and Sidewalk"]
[null,"Total Site Area",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"sf","´",{"$f":"IF(AND(AR10=\"SFR\",W14>10000),\"For greater than 10,000 sf of new plus replaced hard surface the project is a Parcel Based Project.\",IF(AND(W12<>\"\",OR(W14<>\"\",W16<>\"\",W18<>\"\",W20<>\"\"),W12<>W14+W16+W18+W20),\"Total site area must equal new/replace hard surface + existing hard surface + new/replace landscape + undisturbed area.\",\"\"))","v":""}]
[]
[null,"Total New plus Replaced Hard Surface Area",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"sf","´"]
[]
[null,"Existing Hard Surface Area to Remain",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"sf","´"]
[]
[null,"Total New and/or Replaced Lawn and Landscaping",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"sf","´"]
[]
[null,"Undisturbed and protected site area",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"sf","´"]
[]
[null,"Was the project lot created or reduced in size after Jan 1, 2016? "]
[]
[null,"Project Engineer",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Engineer E-mail",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Engineer Required",{"$f":"OR(W14>5000,U50>5000,AC27=\"Yes\",AJ66=\"Yes\",AND(Q70=\"Yes\",NOT(AA70=\"Simple infiltration test\")),Q32=\"On Site Infiltration (For Small Projects Only)\")","v":false}]
[]
[{"$f":"IF(AC27=\"Yes\",\"Submit Continuous Runoff Model in a Drainage Report to demonstrate On-site Performance Standard (Vol. 1, Section 5.2.1) is met.\",IF(AND(OR(AR10=\"Road\",AR10=\"Trail\"),W14>=2000),\"On-site Stormwater Management is required for ≥ 2,000 sf of new plus replaced area.\",IF(AND(OR(AR10=\"Parcel\",AR10=\"SFR\"),W22=\"Yes\",W14>=750),\"On-site Stormater Management is required for ≥ 750 sf of new plus replaced area.\",IF(AND(OR(AR10=\"Parcel\",AR10=\"SFR\"),W22=\"No\",W14>=1500),\"On-site Stormwater Management required for ≥ 1,500 sf of new plus replaced area.\",IF(AND(H10<>\"\",W14<>\"\",W22<>\"\"),\"On-site Stormwater Management is not required.\",\"\")))))","v":""}]
[null,"On-site Performance Standard will be used (professional engineer required)?"]
["Site Information"]
[null,"Note: If required for your project, reference the Preliminary Assessment Report (PAR) to complete this section. If the total"]
[null,"areas proposed are different form those provided in the PAR, requirements may change."]
[]
[null,"Approved Point of Stormwater Discharge"]
[]
[null,null,null,"Drainage Basin",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Drainage Basin Category",{"$f":"IFERROR(INDEX(Lookup!$K$2:$K$19,MATCH(CONCATENATE(Q34,AE36),Lookup!$J$2:$J$19,0)),1)","v":1}]
[]
[null,null,null,"Is the downstream drainage system considered Capacity Constrained by SPU?"]
[]
[null,"Approved Point of Wastewater Discharge"]
[]
[null,"Approved Point of Sub-Surface Discharge"]
[]
[null,"Flow Control is required",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"check boxes"]
[]
[null,null,null,"Flow Control Standard",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Flow Control Required",{"$f":"Q42=\"Yes\"","v":false},null,null,"oil control"]
[]
[null,"Water Treatment for pollution-generating surfaces is required",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Water Quality",{"$f":"X46=\"Yes\"","v":false},null,null,"phosphorus"]
[]
[null,null,null,"Select required treatment",null,null,null,null,null,null,null,null,"´",null,null,null,null,"Oil Control",null,null,null,null,null,"Phosphorus",null,null,null,null,null,"Enhanced",null,null,null,null,null,"Basic",null,null,null,null,null,null,null,null,null,null,null,"enhanced"]
[]
[null,null,null,"Total Pollution Generating Hard Surface Area",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"sf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"basic"]
[]
[null,null,null,"Total Pollution Generating Pervious Surface Area",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"sf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"steep slope"]
[]
[null,"Source Control is required",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"´",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dispersion Infeasible",{"$f":"AJ66=\"Yes\"","v":false},null,null,"potential slide"]
[]
[null,"Environmentally Critical Areas",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"´",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Infiltration Infeasible",{"$f":"Q72=\"No\"","v":false},null,null,"riparian cooridor"]
[]
[null,null,null,"Steep Slope",null,null,null,null,null,null,"Potential Slide",null,null,null,null,null,null,"Riparian Corridor",null,null,null,null,null,null,"Wetland",null,null,null,null,null,"Liquefaction",null,null,null,null,null,"Flood Prone",null,null,null,null,null,null,"Infiltrating Area",{"$f":"SUMIF(BD83:BD84,TRUE,W83:W84)","v":0},null,null,"wetland"]
[]
[null,null,null,"Landfill",null,null,null,null,null,null,"Known Landslide",null,null,null,null,null,null,"Fish / Wildlife",null,null,null,null,null,null,"Peat / Groundwater Management",null,null,null,null,null,null,null,null,null,null,null,"Shoreline Habitat",null,null,null,null,null,null,null,null,null,null,"liquefaction"]
[]
[null,"Temporary dewatering required",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"´",null,"Permanent dewatering required",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"flood prone"]
[]
[null,"Is there known soil and/or groundwater contamination on this site?",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"landfill"]
[]
[null,"A licensed professional recommends dispersion not be used anywhere within the project site due to reasonable concerns of erosion, slope failure, or flooding.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"known landslide"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"fish wildlife"]
[]
["Infiltration 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,"Infiltration Exploration or Mapped",null,null,null,"peat"]
[null,"Is infiltration investigation required?",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Q70=\"\",\"\",IF(Q70=\"No\",\"Why?\",\"Type of test:\"))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"OR(Q70=\"Yes\",AND(Q70=\"No\",AA70=\"Site is mapped as \"\"infltr. investigation not required\"\"\"))","v":false},null,null,null,"shoreline"]
[]
[null,null,null,"Is infiltration on the site feasible?",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Q72=\"No\",\"Why?\",IF(AND(Q70=\"No\",AA70=\"Other\"),\"Explain:\",\"\"))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Measured Infiltration Rate ",{"$f":"O74","v":0}]
[]
[null,null,null,"Site Measured Infiltration Rate ",null,null,null,null,null,null,null,null,null,null,null,null,"x","Infiltration Rate Correction Factor ",null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"AD74*O74","v":0},null,null,"Site Design Inf Rate",null,null,null,null,null,null,null,"Infiltration Rate (in/hr)",{"$f":"IF(Q72=\"No\",0,AG74)","v":0}]
[]
["On-site Stormwater Management",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(SUM(W83:Z84)>0,IF(ROUND(SUM(W83:Z84)+SUMIF($AT$82:$AT$84,\"Permeable Pavement Facility\",$BB$82:$BB$84),0)>ROUND(W14,0),\"Note total area entered on surface tabs (plus permeable pavement facility area) exceeds the total new plus replaced hard surface area entered above.\",IF(ROUND(SUM(W83:Z84)+SUMIF($AT$82:$AT$84,\"Permeable Pavement Facility\",$BB$82:$BB$84),0)<ROUND(W14,0),\"Note total area entered on surface tabs (plus permeable pavement facility area) does not match total new plus replaced hard surface area entered above.\",\"\")),IF(SUM(Q77:T79)=0,\"Enter number of surface areas and hit Enter\",\"\"))","v":"Enter number of surface areas and hit Enter"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Areas","Sheets","Old "]
[null,"Number of roof areas",null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(Q77,Q79)","v":0},{"$f":"MAX($AS$82:$AS$84)","v":0},0]
[]
[null,"Number of other surface areas",null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0]
[]
[null,"Surface",null,null,"Surfaces Description",null,null,null,null,null,"On-site BMP",null,null,null,null,null,null,null,null,null,null,null,"Contrib. Area (sf)",null,null,null,"Facility \nSize (sf)",null,null,null,null,null,"Facility Configuration",null,null,null,null,null,null,null,null,null,null,"Sheet Name","Count","BMP","BMP # from Sizing Tab","Count for BMP #","List more than 1 BMP","List Name","Roof / Non Roof","Roof Managed","Surface Managed","Facility Size no units","Vol Managed per Year (gal)","Infiltrating BMP"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1,null,0,null,null,null,null,null,null,{"$f":"IF($AC$27=\"Yes\",0,IF(AT82=\"None Feasible\",\"-\",IFERROR(IF(AU82<=MAX($AU81:AU$82),\"^\",INDEX('BMP Sizing'!$AQ$49:$AQ$209,MATCH(AU82,'BMP Sizing'!$AN$49:$AN$209,0))),\"-\")))","v":"^"}]
[null,{"$f":"AS83","v":0},null,null,{"$f":"IFERROR(IF(INDIRECT(\"'\"&AR83&\"'!N9\")=\"\",\"\",IF(INDIRECT(\"'\"&AR83&\"'!N9\")=\"Roof\",INDIRECT(\"'\"&AR83&\"'!N9\")&\":\"&INDIRECT(\"'\"&AR83&\"'!n11\"),\"Surface:\"&INDIRECT(\"'\"&AR83&\"'!n11\"))),\"\")","v":""},null,null,null,null,null,{"$f":"IF(AT83=\"\",\"\",IF($AC$27=\"Yes\",INDEX('BMP Modeling'!H:H,MATCH(B83,'BMP Modeling'!B:B,0)),IF(AND(AW83,AV83>1),INDEX('BMP Sizing'!$K$7:$K$45,MATCH(AU83,'BMP Sizing'!$AO$7:$AO$45,0)),AT83)))","v":""},null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(INDIRECT(\"'\"&AR83&\"'!N13\"),\"\")","v":""},null,null,null,{"$f":"IF($AC$27=\"Yes\",TEXT(INDEX('BMP Modeling'!$O$10:$O$29,MATCH(B83,'BMP Modeling'!$B$10:$B$29,0)),\"#,###\")& \" \" &INDEX('BMP Modeling'!$T$10:$T$29,MATCH(B83,'BMP Modeling'!$B$10:$B$29,0)),IF(AT83=\"None Feasible\",\"-\",IFERROR(IF(AU83<=MAX($AU$82:AU82),\"^\",TEXT(INDEX('BMP Sizing'!$AQ$49:$AQ$209,MATCH(AU83,'BMP Sizing'!$AN$49:$AN$209,0)),\"#,##0\")& \" \" & INDEX('BMP Sizing'!$AR$49:$AR$209,MATCH(AU83,'BMP Sizing'!$AN$49:$AN$209,0)) ),\"-\")))","v":"-"},null,null,null,null,null,{"$f":"IFERROR(IF($AC$27=\"Yes\",\"See Plan\",IF(AU83<=MAX($AU$82:AU82),\"^\",INDEX('BMP Sizing'!$AT$49:$AT$209,MATCH(AU83,'BMP Sizing'!$AN$49:$AN$209,0)))),\"-\")","v":"-"},null,null,null,null,null,null,null,null,null,null,{"$f":"$AR$10&\" - Surface \"&B83","v":" - Surface 0"},{"$f":"AS82+1","v":0},{"$f":"IFERROR(INDEX(INDIRECT(\"'\"&AR83&\"'!BS:BS\"),MATCH(TRUE,INDIRECT(\"'\"&AR83&\"'!BX:BX\"),0)),\"\")","v":""},{"$f":"IFERROR(INDEX('BMP Sizing'!$AO$7:$AO$46,MATCH(AS83,'BMP Sizing'!$B$7:$B$46,0)),\"\")","v":""},{"$f":"COUNTIF($AT$82:$AT$84,AT83)","v":3},{"$f":"INDEX(Lookup!$B$70:$B$87,MATCH(AT83,Lookup!$A$70:$A$87,0))","v":{"$error":"#N/A"}},{"$f":"TRIM(SUBSTITUTE(SUBSTITUTE(AT83,\" \",\"\"),\"-\",\"\")&IF(AW83,AV83,\"\"))","v":{"$error":"#N/A"}},{"$f":"IFERROR(INDIRECT(\"'\"&AR83&\"'!N9\"),\"\")","v":""},{"$f":"IF(OR(AT83=\"Vegetated Roof System\",AND(AT83=\"Permeable Pavement Facility\",AY83=\"Roof\")), BB83>=INT(INDEX('BMP Sizing'!$V$49:$V$209,MATCH(AU83,'BMP Sizing'!$AN$49:$AN$209,0))*INDEX('BMP Sizing'!$AP$49:$AP$209,MATCH(AU83,'BMP Sizing'!$AN$49:$AN$209,0))),AND(OR(AND(AU83>0,AU83<>\"\"),$AC$27=\"yes\"),AY83=\"Roof\",BC83>0))","v":false},{"$f":"IF(AND(AT83=\"Permeable Pavement Facility\",AY83=\"Non-Roof\"), BB83>=INDEX('BMP Sizing'!$V$49:$V$209,MATCH(AU83,'BMP Sizing'!$AN$49:$AN$209,0))*INDEX('BMP Sizing'!$AP$49:$AP$209,MATCH(AU83,'BMP Sizing'!$AN$49:$AN$209,0)),AND(OR(AND(AU83>0,AU83<>\"\"),$AC$27=\"Yes\"),AY83=\"Non-Roof\",BC83>0))","v":false},{"$f":"IF($AC$27=\"Yes\",0,IF(AT83=\"None Feasible\",\"-\",IFERROR(IF(AU83<=MAX($AU$82:AU82),\"^\",INDEX('BMP Sizing'!$AQ$49:$AQ$209,MATCH(AU83,'BMP Sizing'!$AN$49:$AN$209,0))),\"-\")))","v":"-"},{"$f":"IF($AC$27=\"Yes\",\nIFERROR(INDEX('BMP Modeling'!$V$10:$V$50,MATCH(AS83,'BMP Modeling'!$B$10:$B$50,0))/158*7.48052,0),\nIF(AT83=\"None Feasible\",\"-\",IFERROR(IF(AU83<=MAX($AU$82:AU82),\"^\",INDEX('BMP Sizing'!$AS$49:$AS$209,MATCH(AU83,'BMP Sizing'!$AN$49:$AN$209,0))),\"-\")))","v":"-"},{"$f":"INDEX(Lookup!$H$70:$H$87,MATCH(AT83,Lookup!$A$70:$A$86,0))","v":{"$error":"#N/A"}}]
[]
[null,"Total New/Replaced Roof Area",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUMIF($AY$82:$AY$84,\"Roof\",$W$82:$Z$84)","v":0},null,null,null,null,null,null,null,"Total Roof Area Managed",null,null,null,null,null,null,null,null,null,null,{"$f":"SUMIF($AZ$82:$AZ$84,TRUE,$W$82:$Z$84)","v":0}]
[]
[null,"Total New/Replaced Other Surface Area",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUMIF($AY$82:$AY$84,\"Non-Roof\",$W$82:$Z$84)+SUMIF($AT$82:$AT$84,\"Permeable Pavement Facility\",$BB$82:$BB$84)","v":0},null,null,null,null,null,"´",null,"Total Other Surface Managed",null,null,null,null,null,null,null,null,null,null,{"$f":"SUMIF($BA$82:$BA$84,TRUE,$W$82:$Z$84)+SUMIFS($BB$82:$BB$84,AT82:AT84,\"Permeable Pavement Facility\")","v":0}]
[]
[null,"Total Area Managed",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM($AI$85:$AN$87)","v":0},null,null,null,null,null,null,null,"Total Volume Managed On Site",null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(TEXT(SUM($BC$83:$BC$84),\"#,##0\")&\" gal\",\"\")","v":"0 gal"}]
[]
[null,"Estimated compost required for soil amendment",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(W18=\"\",0,W18*0.0062)","v":0},null,null,"cy",null,"Volume of compost required for soil amendment will be verified by the DPD Site Inspector for SDCI permitted projects."]

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["On-site Stormwater Management - List Approach Calculator",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Column to Use",null,"Evaluation Required"]
["Surface Identification and BMP Evaluation for Parcel-Based Projects",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"None Feasible",null,null,null,null,{"$f":"AND(COUNTIFS(BT19:BT76,\"Feasibility\",BV19:BV76,TRUE)=COUNTIF(BT19:BT76,\"Feasibility\"),COUNTIF(BX19:BX76,TRUE)=0)","v":false},null,{"$f":"OFFSET(CA2,0,IF($N$9=\"Roof\",0,3)+'Project Summary'!$AS$34)","v":4},null,1,2,3,4,5,6]
[]
[null,"Project No.",null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!$AG$6","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Roof","Roof","Roof","Surface","Surface","Surface"]
[]
[]
[null,"Hard Surface Number",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"BMP","Dropdown Lookup","Grey Out","Infeasible Selected","Infeasibility Criteria Selected","BMP Selected","Other BMP in Group Selected","Evaluation Required","Dispersion/Infiltration Infeasible","Not designated receiving water","Public combined sewer or capacity constrained","Designated Receiving Water","Not designated receiving water","Public combined sewer or capacity constrained","Designated Receiving Water"]
[]
[null,"Hard Surface Type",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"´",null,null,{"$f":"IF(COUNTIF(BX19:BX79,TRUE)>1,\"More than one Use BMP selected, please select only one. \",\"\") & IF(SUMPRODUCT($BV$19:$BV$80*NOT(BW19:BW80)*NOT(BY19:BY80)) > 0,SUMPRODUCT($BV$19:$BV$80*NOT(BW19:BW80)*NOT(BY19:BY80))&\" BMP(s) require infeasibility criteria.\",\"\")","v":""}]
[]
[null,"Hard Surface Description"]
[]
[null,"Surface Area (sf)"]
[]
["Category 1            (Select 1 BMP from Category 1, order does not matter, or move to Category 2)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Category 1"]
[]
[null,"BMP",null,null,null,null,null,null,null,null,null,null,null,null,null,"Feasibility",null,null,null,null,null,null,"Infeasibility Criteria (see infeasibility criteria tab for full text)"]
[]
[null,"Full Dispersion",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Full Dispersion",{"$f":"IF(BZ19,IF(CA19,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"Feasibility"},{"$f":"IF(OR(BX19,P19=\"\"),FALSE,OR(NOT(BZ19),BV19))","v":false},{"$f":"P19=\"Infeasible\"","v":false},{"$f":"AND(BV19,NOT(W19=\"\"))","v":false},{"$f":"P19=\"Use BMP\"","v":false},{"$f":"OR(BX22,BX25)","v":false},{"$f":"INDEX(CB19:CG19,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"Dispersion","v":false},true,true,true,true,true,true]
[]
[]
[null,"Infiltration Trench",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Infiltration Trench",{"$f":"IF(BZ22,IF(CA22,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"Feasibility"},{"$f":"IF(OR(BX22,P22=\"\"),FALSE,OR(NOT(BZ22),BV22))","v":false},{"$f":"P22=\"Infeasible\"","v":false},{"$f":"AND(BV22,NOT(W22=\"\"))","v":false},{"$f":"P22=\"Use BMP\"","v":false},{"$f":"OR(BX19,BX25)","v":false},{"$f":"INDEX(CB22:CG22,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"AND(InfExploration,OR(InfiltrationInfeasible,MeasuredInfRate<5))","v":false},true,true,true,true,true,true]
[]
[]
[null,"Dry Well",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dry Well",{"$f":"IF(BZ25,IF(CA25,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"Feasibility"},{"$f":"IF(OR(BX25,P25=\"\"),FALSE,OR(NOT(BZ25),BV25))","v":false},{"$f":"P25=\"Infeasible\"","v":false},{"$f":"AND(BV25,NOT(W25=\"\"))","v":false},{"$f":"P25=\"Use BMP\"","v":false},{"$f":"OR(BX19,BX22)","v":false},{"$f":"INDEX(CB25:CG25,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"AND(InfExploration,OR(InfiltrationInfeasible,MeasuredInfRate<5))","v":false},true,true,true,true,true,true]
[]
[]
["Category 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,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Category 2",null,{"$f":"NOT(AND(BU19:BU25,N9<>\"\"))","v":true}]
[]
[null,"BMP",null,null,null,null,null,null,null,null,null,null,null,null,null,"Feasibility",null,null,null,null,null,null,"Infeasibility Criteria"]
[]
[null,"Rain Garden",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rain Garden",{"$f":"IF(BZ32,IF(CA32,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"Feasibility"},{"$f":"IF(OR(BX32,P32=\"\"),FALSE,OR(NOT(BZ32),BV32))","v":false},{"$f":"P32=\"Infeasible\"","v":false},{"$f":"AND(BV32,NOT(W32=\"\"))","v":false},{"$f":"P32=\"Use BMP\"","v":false},{"$f":"OR(BX35,BX38,BX41,BX44)","v":false},{"$f":"INDEX(CB32:CG32,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"AND(InfExploration,OR(InfiltrationInfeasible,MeasuredInfRate<0.3))","v":false},{"$f":"AND(NOT('Project Summary'!$AS$44),NOT('Project Summary'!$AS$46),N13<5000)","v":true},{"$f":"AND(NOT('Project Summary'!$AS$44),NOT('Project Summary'!$AS$46),N13<5000)","v":true},{"$f":"AND(NOT('Project Summary'!$AS$44),NOT('Project Summary'!$AS$46),N13<5000)","v":true},{"$f":"AND(NOT('Project Summary'!$AS$44),NOT('Project Summary'!$AS$46),N13<5000)","v":true},{"$f":"AND(NOT('Project Summary'!$AS$44),NOT('Project Summary'!$AS$46),N13<5000)","v":true},{"$f":"AND(NOT('Project Summary'!$AS$44),NOT('Project Summary'!$AS$46),N13<5000)","v":true}]
[null,null,{"$f":"IF($N$9=\"\",\"\",IF(BZ32,\"\",\"Evaluation not allowed when project requires flow control or water quality treatment or >5000 SF hard surface is infiltrated onsite.\"))","v":""}]
[]
[null,"Infiltrating Bioretention",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Infiltrating Bioretention",{"$f":"IF(BZ35,IF(CA35,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"Feasibility"},{"$f":"IF(OR(BX35,P35=\"\"),FALSE,OR(NOT(BZ35),BV35))","v":false},{"$f":"P35=\"Infeasible\"","v":false},{"$f":"AND(BV35,NOT(W35=\"\"))","v":false},{"$f":"P35=\"Use BMP\"","v":false},{"$f":"OR(BX32,BX38,BX41,BX44)","v":false},{"$f":"INDEX(CB35:CG35,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"AND(InfExploration,OR(InfiltrationInfeasible,MeasuredInfRate<0.3))","v":false},true,true,true,true,true,true]
[]
[]
[null,"Rainwater Harvesting",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rainwater Harvesting",{"$f":"IF(N9=\"Roof\",IF(BZ38,\"Feasibility\",\"NotRequired\"),\"NoEval\")","v":"NoEval"},{"$f":"IF(OR(BX38,P38=\"\"),FALSE,OR(NOT(BZ38),BV38))","v":false},{"$f":"P38=\"Infeasible\"","v":false},{"$f":"AND(BV38,NOT(W38=\"\"))","v":false},{"$f":"P38=\"Use BMP\"","v":false},{"$f":"OR(BX32,BX35,BX41,BX44)","v":false},{"$f":"INDEX(CB38:CG38,MATCH($BZ$2,$CB$2:$CG$2,0))","v":false},null,{"$f":"'Project Summary'!$P$85>=10000","v":false},{"$f":"'Project Summary'!$P$85>=10000","v":false},false,false,false,false]
[null,null,{"$f":"IF($N$9=\"\",\"\",IF(N9=\"Roof\",IF(BZ2=3,\"Evaluation not required but allowed.\",IF(NOT(BZ38),\"Evaluation not required for less than 10,000 sf of new and replaced rooftop but allowed.\",\"\")),\"Evaluation not allowed for non-roof surfaces.\"))","v":""}]
[]
[null,"Permeable Pavement Facility",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Permeable Pavement Facility",{"$f":"IF($CA$41,\"Infeasible\",\"Feasibility\")","v":"Feasibility"},{"$f":"IF(OR(BX41,P41=\"\"),FALSE,OR(NOT(BZ41),BV41))","v":false},{"$f":"P41=\"Infeasible\"","v":false},{"$f":"AND(BV41,NOT(W41=\"\"))","v":false},{"$f":"P41=\"Use BMP\"","v":false},{"$f":"OR(BX32,BX35,BX38,BX44)","v":false},{"$f":"INDEX(CB41:CG41,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"AND(InfExploration,OR(InfiltrationInfeasible,MeasuredInfRate<0.3))","v":false},true,true,true,true,true,true]
[null,null,{"$f":"IF(BX41,\"Note: the surface area (\"&N13&\" sf) must represent the area contributing to the permeable pavement facility. Do not create a separate surface tab for the Permeable Pavement Facility, facility area will be entered on the BMP Sizing sheet.\",\"\")","v":""}]
[]
[null,"Permeable Pavement Surface",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Permeable Pavement Surface",{"$f":"IF(NOT($BZ$44),\"NoEval\",IF($CA$44,\"Infeasible\",\"Feasibility\"))","v":"Feasibility"},{"$f":"IF(OR(BX44,P44=\"\"),FALSE,OR(NOT(BZ44),BV44))","v":false},{"$f":"P44=\"Infeasible\"","v":false},{"$f":"AND(BV44,NOT(W44=\"\"))","v":false},{"$f":"P44=\"Use BMP\"","v":false},{"$f":"OR(BX32,BX35,BX38,BX41)","v":false},{"$f":"INDEX(CB44:CG44,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},null,false,false,false,true,true,true]
[null,null,{"$f":"IF(N9=\"\",\"\",IF(N9=\"Roof\",\"Evaluation not allowed for roof surfaces.\",\"\"))","v":""}]
[]
["Category 3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Category 3",null,{"$f":"NOT(AND(BU19:BU27,BU29:BU46,N9<>\"\"))","v":true}]
[]
[null,"BMP",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Infeasibility Criteria"]
[]
[null,"Sheet Flow Dispersion",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sheet Flow Dispersion",{"$f":"IF(BZ51,\"Feasibility\",\"Infeasible\")","v":"Feasibility"},{"$f":"IF(OR(BX51,P51=\"\"),FALSE,OR(NOT(BZ51),BV51))","v":false},{"$f":"P51=\"Infeasible\"","v":false},{"$f":"AND(BV51,NOT(W51=\"\"))","v":false},{"$f":"P51=\"Use BMP\"","v":false},{"$f":"OR(BX54,BX57,BX60,BX63,BX66)","v":false},{"$f":"AND(INDEX(CB51:CG51,MATCH($BZ$2,$CB$2:$CG$2,0)),NOT(CA51))","v":true},{"$f":"Dispersion","v":false},true,true,true,true,true,true]
[]
[]
[null,"Concentrated Flow Dispersion",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concentrated Flow Dispersion",{"$f":"IF(BZ54,\"Feasibility\",IF(N9=\"Roof\",\"NoEval\",\"Infeasible\"))","v":"Feasibility"},{"$f":"IF(OR(BX54,P54=\"\"),FALSE,OR(NOT(BZ54),BV54))","v":false},{"$f":"P54=\"Infeasible\"","v":false},{"$f":"AND(BV54,NOT(W54=\"\"))","v":false},{"$f":"P54=\"Use BMP\"","v":false},{"$f":"OR(BX51,BX57,BX60,BX63,BX66)","v":false},{"$f":"AND(INDEX(CB54:CG54,MATCH($BZ$2,$CB$2:$CG$2,0)),NOT(CA54))","v":true},{"$f":"Dispersion","v":false},false,false,false,true,true,true]
[null,null,{"$f":"IF($N$9=\"Roof\",\"Evaluation not allowed for roof surfaces.\",\"\")","v":""}]
[]
[null,"Splashblock Downspout Dispersion",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Splashblock Downspout Dispersion",{"$f":"IF(BZ57,\"Feasibility\",IF(CA57,\"Infeasible\",\"NoEval\"))","v":"NoEval"},{"$f":"IF(OR(BX57,P57=\"\"),FALSE,OR(NOT(BZ57),BV57))","v":false},{"$f":"P57=\"Infeasible\"","v":false},{"$f":"AND(BV57,NOT(W57=\"\"))","v":false},{"$f":"P57=\"Use BMP\"","v":false},{"$f":"OR(BX51,BX54,BX60,BX63,BX66)","v":false},{"$f":"AND(INDEX(CB57:CG57,MATCH($BZ$2,$CB$2:$CG$2,0)),NOT(CA57))","v":false},{"$f":"Dispersion","v":false},true,true,true,false,false,false]
[null,null,{"$f":"IF($N$9=\"\",\"\",IF($N$9=\"Roof\",\"\",\"Evaluation not allowed for non-roof surfaces.\"))","v":""}]
[]
[null,"Trench Downspout Dispersion",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Trench Downspout Dispersion",{"$f":"IF(BZ60,\"Feasibility\",IF(CA60,\"Infeasible\",\"NoEval\"))","v":"NoEval"},{"$f":"IF(OR(BX60,P60=\"\"),FALSE,OR(NOT(BZ60),BV60))","v":false},{"$f":"P60=\"Infeasible\"","v":false},{"$f":"AND(BV60,NOT(W60=\"\"))","v":false},{"$f":"P60=\"Use BMP\"","v":false},{"$f":"OR(BX51,BX54,BX57,BX63,BX66)","v":false},{"$f":"AND(INDEX(CB60:CG60,MATCH($BZ$2,$CB$2:$CG$2,0)),NOT(CA60))","v":false},{"$f":"Dispersion","v":false},true,true,true,false,false,false]
[null,null,{"$f":"IF($N$9=\"\",\"\",IF($N$9=\"Roof\",\"\",\"Evaluation not allowed for non-roof surfaces.\"))","v":""}]
[]
[null,"Non-Infiltrating Bioretention",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Non-Infiltrating Bioretention",{"$f":"IF(BZ63,\"Feasibility\",\"Infeasible\")","v":"Feasibility"},{"$f":"IF(OR(BX63,P63=\"\"),FALSE,OR(NOT(BZ63),BV63))","v":false},{"$f":"P63=\"Infeasible\"","v":false},{"$f":"AND(BV63,NOT(W63=\"\"))","v":false},{"$f":"P63=\"Use BMP\"","v":false},{"$f":"OR(BX51,BX54,BX57,BX60,BX66)","v":false},{"$f":"INDEX(CB63:CG63,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},null,true,true,true,true,true,true]
[]
[]
[null,"Vegetated Roof System",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vegetated Roof System",{"$f":"IF(BZ66,IF(N9=\"Roof\",\"Feasibility\",\"NoEval\"),\"NotRequired\")","v":"NotRequired"},{"$f":"IF(OR(BX66,P66=\"\"),FALSE,OR(NOT(BZ66),BV66))","v":false},{"$f":"P66=\"Infeasible\"","v":false},{"$f":"AND(BV66,NOT(W66=\"\"))","v":false},{"$f":"P66=\"Use BMP\"","v":false},{"$f":"OR(BX51,BX54,BX57,BX60,BX63)","v":false},{"$f":"INDEX(CB66:CG66,MATCH($BZ$2,$CB$2:$CG$2,0))","v":false},null,{"$f":"'Project Summary'!$P$85>=5000","v":false},{"$f":"'Project Summary'!$P$85>=5000","v":false},false,false,false,false]
[null,null,{"$f":"IF($N$9=\"\",\"\",IF(N9=\"Roof\",IF(NOT(BZ66),\"Evaluation not required.\",\"\"),\"Evaluation not allowed for non-roof surfaces.\"))","v":""}]
[]
["Category 4",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Category 4",null,{"$f":"NOT(AND(BU19:BU27,BU29:BU46,BU48:BU67,N9<>\"\"))","v":true}]
[]
[null,"BMP",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Infeasibility Criteria"]
[]
[null,"Perforated Stub-out Connection",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Perforated Stub-out Connection",{"$f":"IF(N9=\"Roof\",IF(CA73,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"NoEval"},{"$f":"IF(OR(BX73,P73=\"\"),FALSE,OR(NOT(BZ73),BV73))","v":false},{"$f":"P73=\"Infeasible\"","v":false},{"$f":"AND(BV73,NOT(W73=\"\"))","v":false},{"$f":"P73=\"Use BMP\"","v":false},{"$f":"BX76","v":false},{"$f":"INDEX(CB73:CG73,MATCH($BZ$2,$CB$2:$CG$2,0))","v":false},{"$f":"AND(InfExploration,OR(InfiltrationInfeasible,MeasuredInfRate<0.3))","v":false},true,true,true,false,false,false]
[null,null,{"$f":"IF($N$9=\"\",\"\",IF(N9=\"Roof\",\"\",\"Evaluation not allowed for non-roof surfaces.\"))","v":""}]
[]
[null,"New or Retained Trees",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"New or Retained Trees",{"$f":"IF(N9=\"Roof\",\"NoEval\",\"Feasibility\")","v":"Feasibility"},{"$f":"IF(OR(BX76,P76=\"\"),FALSE,OR(NOT(BZ76),BV76))","v":false},{"$f":"P76=\"Infeasible\"","v":false},{"$f":"AND(BV76,NOT(W76=\"\"))","v":false},{"$f":"P76=\"Use BMP\"","v":false},{"$f":"BX73","v":false},{"$f":"INDEX(CB76:CG76,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},null,false,false,false,true,true,true]
[null,null,{"$f":"IF(NOT(BZ76),\"Evaluation not allowed for roof surfaces.\",\"\")","v":""}]

{"sheet":"SFR","index":3,"n_rows":80,"n_cols":85,"rows_kept":80,"cut":false,"hidden":true,"merged":[[3,13,3,22],[78,15,78,20],[78,22,78,67],[80,22,80,59],[62,15,62,20],[62,22,62,67],[65,15,65,20],[65,22,65,67],[72,15,72,20],[72,22,72,67],[73,22,73,59],[76,22,76,59],[75,15,75,20],[75,22,75,67],[53,15,53,20],[53,22,53,67],[56,15,56,20],[56,22,56,67],[59,15,59,20],[59,22,59,67],[40,15,40,20],[40,22,40,67],[43,15,43,20],[43,22,43,67],[50,15,50,20],[50,22,50,67],[31,15,31,20],[31,22,31,67],[34,15,34,20],[34,22,34,67],[37,15,37,20],[37,22,37,67],[6,83,13,83],[21,15,21,20],[21,22,21,67],[24,15,24,20],[24,22,24,67],[18,15,18,20],[18,22,18,67],[6,78,13,78],[6,79,13,79],[6,80,13,80],[6,71,13,71],[6,74,13,74],[8,22,8,67],[0,0,0,68],[0,79,0,84],[1,0,1,68],[6,13,6,18],[6,70,13,70],[6,72,13,72],[6,73,13,73],[6,75,13,75],[6,76,13,76],[6,77,13,77],[6,84,13,84],[8,13,8,18],[10,13,10,67],[12,13,12,18],[6,81,13,81],[6,82,13,82]]}
["On-site Stormwater Management - List Approach Calculator",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Column to Use",null,"Evaluation Required"]
["Surface Identification and BMP Evaluation for Single Family Residential Projects",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"None Feasible",null,null,null,null,{"$f":"AND(COUNTIFS(BT19:BT79,\"Feasibility\",BV19:BV79,TRUE)=COUNTIF(BT19:BT79,\"Feasibility\"),COUNTIF(BX19:BX79,TRUE)=0)","v":false},null,{"$f":"OFFSET(CA2,0,IF($N$9=\"Roof\",0,3)+'Project Summary'!$AS$34)","v":4},null,1,2,3,4,5,6]
[]
[null,"Project No.",null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!$AG$6","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Roof","Roof","Roof","Surface","Surface","Surface"]
[]
[]
[null,"Hard Surface Number",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"BMP","Dropdown Lookup","Grey Out","Infeasible Selected","Infeasibility Criteria Selected","BMP Selected","Other BMP in Group Selected","Evaluation Required","Infiltration /Dispersion Infeasible","Not designated receiving water","Public combined sewer or capacity constrained","Designated Receiving Water","Not designated receiving water","Public combined sewer or capacity constrained","Designated Receiving Water"]
[]
[null,"Hard Surface Type",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"´",null,null,{"$f":"IF(COUNTIF(BX19:BX79,TRUE)>1,\"More than one Use BMP selected, please select only one. \",\"\") & IF(SUMPRODUCT($BV$19:$BV$80*NOT(BW19:BW80)*NOT(BY19:BY80)) > 0,SUMPRODUCT($BV$19:$BV$80*NOT(BW19:BW80)*NOT(BY19:BY80))&\" BMP(s) require infeasibility criteria.\",\"\")","v":""}]
[]
[null,"Hard Surface Description"]
[]
[null,"Surface Area (sf)"]
[]
["Category 1            (Select 1 BMP from Category 1, order does not matter, or move to Category 2)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Category 1"]
[]
[null,"BMP",null,null,null,null,null,null,null,null,null,null,null,null,null,"Feasibility",null,null,null,null,null,null,"Infeasibility Criteria"]
[]
[null,"Full Dispersion",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Full Dispersion",{"$f":"IF(CA19,\"Infeasible\",IF(BZ19,\"Feasibility\",\"NoEval\"))","v":"Feasibility"},{"$f":"IF(OR(P19=\"\",BX19),FALSE,OR(NOT(BZ19),BV19))","v":false},{"$f":"P19=\"Infeasible\"","v":false},{"$f":"AND(BV19,NOT(W19=\"\"))","v":false},{"$f":"P19=\"Use BMP\"","v":false},{"$f":"OR(BX22,BX25)","v":false},{"$f":"INDEX(CB19:CG19,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"Dispersion","v":false},true,true,true,true,true,true]
[]
[]
[null,"Infiltration Trench",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Infiltration Trench",{"$f":"IF(CA22,\"Infeasible\",IF(BZ22,\"Feasibility\",\"NoEval\"))","v":"Feasibility"},{"$f":"IF(OR(P22=\"\",BX22),FALSE,OR(NOT(BZ22),BV22))","v":false},{"$f":"P22=\"Infeasible\"","v":false},{"$f":"AND(BV22,NOT(W22=\"\"))","v":false},{"$f":"P22=\"Use BMP\"","v":false},{"$f":"OR(BX19,BX25)","v":false},{"$f":"INDEX(CB22:CG22,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"AND(InfExploration,OR(InfiltrationInfeasible,MeasuredInfRate<5))","v":false},true,true,true,true,true,true]
[]
[]
[null,"Dry Well",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dry Well",{"$f":"IF(CA25,\"Infeasible\",IF(BZ25,\"Feasibility\",\"NoEval\"))","v":"Feasibility"},{"$f":"IF(OR(P25=\"\",BX25),FALSE,OR(NOT(BZ25),BV25))","v":false},{"$f":"P25=\"Infeasible\"","v":false},{"$f":"AND(BV25,NOT(W25=\"\"))","v":false},{"$f":"P25=\"Use BMP\"","v":false},{"$f":"OR(BX19,BX22)","v":false},{"$f":"INDEX(CB25:CG25,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"AND(InfExploration,OR(InfiltrationInfeasible,MeasuredInfRate<5))","v":false},true,true,true,true,true,true]
[]
[]
["Category 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,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Category 2",null,{"$f":"OR(NOT(AND(BU19:BU25)),N9=\"\")","v":true}]
[]
[null,"BMP",null,null,null,null,null,null,null,null,null,null,null,null,null,"Feasibility",null,null,null,null,null,null,"Infeasibility Criteria"]
[]
[null,"Rain Garden",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rain Garden",{"$f":"IF(CA32,\"Infeasible\",IF(BZ32,\"Feasibility\",\"NotRequired\"))","v":"Feasibility"},{"$f":"IF(OR(P32=\"\",BX32),FALSE,OR(NOT(BZ32),BV32))","v":false},{"$f":"P32=\"Infeasible\"","v":false},{"$f":"AND(BV32,NOT(W32=\"\"))","v":false},{"$f":"P32=\"Use BMP\"","v":false},{"$f":"OR(BX35,BX38,BX41,BX44)","v":false},{"$f":"INDEX(CB32:CG32,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"AND(InfExploration,OR(InfiltrationInfeasible,MeasuredInfRate<0.3))","v":false},{"$f":"$N$13<5000","v":true},{"$f":"$N$13<5000","v":true},true,true,true,true]
[null,null,{"$f":"IF($N$9=\"\",\"\",IF(BZ32,\"\",\"Evaluation not allowed for projects with greater than 5,000 sf of hard surface infiltrating on site.\"))","v":""}]
[]
[null,"Infiltrating Bioretention",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Infiltrating Bioretention",{"$f":"IF($CA$35,\"Infeasible\",\"Feasibility\")","v":"Feasibility"},{"$f":"IF(OR(P35=\"\",BX35),FALSE,OR(NOT(BZ35),BV35))","v":false},{"$f":"P35=\"Infeasible\"","v":false},{"$f":"AND(BV35,NOT(W35=\"\"))","v":false},{"$f":"P35=\"Use BMP\"","v":false},{"$f":"OR(BX32,BX38,BX41,BX44)","v":false},{"$f":"INDEX(CB35:CG35,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"AND(InfExploration,OR(InfiltrationInfeasible,MeasuredInfRate<0.3))","v":false},true,true,true,true,true,true]
[]
[]
[null,"Rainwater Harvesting",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rainwater Harvesting",{"$f":"IF($BZ$38,\"Feasibility\",IF($N$9=\"Roof\",\"NotRequired\",\"NoEval\"))","v":"NoEval"},{"$f":"IF(OR(P38=\"\",BX38),FALSE,OR(NOT(BZ38),BV38))","v":false},{"$f":"P38=\"Infeasible\"","v":false},{"$f":"AND(BV38,NOT(W38=\"\"))","v":false},{"$f":"P38=\"Use BMP\"","v":false},{"$f":"OR(BX32,BX35,BX41,BX44)","v":false},{"$f":"INDEX(CB38:CG38,MATCH($BZ$2,$CB$2:$CG$2,0))","v":false},null,false,false,false,false,false,false]
[null,null,{"$f":"IF($N$9=\"\",\"\",IF($N$9=\"Roof\",\"Evaluation not required but allowed.\",\"\"))","v":""}]
[]
[null,"Permeable Pavement Facility",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Permeable Pavement Facility",{"$f":"IF($CA$41,\"Infeasible\",\"Feasibility\")","v":"Feasibility"},{"$f":"IF(OR(P41=\"\",BX41),FALSE,OR(NOT(BZ41),BV41))","v":false},{"$f":"P41=\"Infeasible\"","v":false},{"$f":"AND(BV41,NOT(W41=\"\"))","v":false},{"$f":"P41=\"Use BMP\"","v":false},{"$f":"OR(BX32,BX35,BX38,BX44)","v":false},{"$f":"INDEX(CB41:CG41,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"AND(InfExploration,OR(InfiltrationInfeasible,MeasuredInfRate<0.3))","v":false},true,true,true,true,true,true]
[null,null,{"$f":"IF(BX41,\"Note the surface area (\"&N13&\" sf) should represent the area contributing to the permeable pavement facility. Facility area will be entered on the BMP Sizing tab.\",\"\")","v":""}]
[]
[null,"Permeable Pavement Surface",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Permeable Pavement Surface",{"$f":"IF(NOT($BZ$44),\"NoEval\",IF($CA$44,\"Infeasible\",\"Feasibility\"))","v":"Feasibility"},{"$f":"IF(OR(P44=\"\",BX44),FALSE,OR(NOT(BZ44),BV44))","v":false},{"$f":"P44=\"Infeasible\"","v":false},{"$f":"AND(BV44,NOT(W44=\"\"))","v":false},{"$f":"P44=\"Use BMP\"","v":false},{"$f":"OR(BX32,BX35,BX38,BX41)","v":false},{"$f":"INDEX(CB44:CG44,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},null,false,false,false,true,true,true]
[null,null,{"$f":"IF(N9=\"\",\"\",IF(N9=\"Roof\",\"Evaluation not allowed for roof surfaces.\",\"\"))","v":""}]
[]
["Category 3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Category 3",null,{"$f":"OR(NOT(AND(BU19:BU27,BU29:BU46)),N9=\"\")","v":true}]
[]
[null,"BMP",null,null,null,null,null,null,null,null,null,null,null,null,null,"Feasibility",null,null,null,null,null,null,"Infeasibility Criteria"]
[]
[null,"Sheet Flow Dispersion",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sheet Flow Dispersion",{"$f":"IF($CA$51,\"Infeasible\",\"Feasibility\")","v":"Feasibility"},{"$f":"IF(OR(P51=\"\",BX51),FALSE,OR(NOT(BZ51),BV51))","v":false},{"$f":"P51=\"Infeasible\"","v":false},{"$f":"AND(BV51,NOT(W51=\"\"))","v":false},{"$f":"P51=\"Use BMP\"","v":false},{"$f":"OR(BX54,BX57,BX60,BX63,BX66)","v":false},{"$f":"INDEX(CB51:CG51,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"Dispersion","v":false},true,true,true,true,true,true]
[]
[]
[null,"Concentrated Flow Dispersion",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concentrated Flow Dispersion",{"$f":"IF(BZ54,IF($CA$54,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"Feasibility"},{"$f":"IF(OR(P54=\"\",BX54),FALSE,OR(NOT(BZ54),BV54))","v":false},{"$f":"P54=\"Infeasible\"","v":false},{"$f":"AND(BV54,NOT(W54=\"\"))","v":false},{"$f":"P54=\"Use BMP\"","v":false},{"$f":"OR(BX51,BX57,BX60,BX63,BX66)","v":false},{"$f":"INDEX(CB54:CG54,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"Dispersion","v":false},false,false,false,true,true,true]
[null,null,{"$f":"IF($N$9=\"Roof\",\"Evaluation not allowed for roof surfaces.\",\"\")","v":""}]
[]
[null,"Splashblock Downspout Dispersion",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Splashblock Downspout Dispersion",{"$f":"IF(BZ57,IF($CA$57,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"NoEval"},{"$f":"IF(OR(P57=\"\",BX57),FALSE,OR(NOT(BZ57),BV57))","v":false},{"$f":"P57=\"Infeasible\"","v":false},{"$f":"AND(BV57,NOT(W57=\"\"))","v":false},{"$f":"P57=\"Use BMP\"","v":false},{"$f":"OR(BX51,BX54,BX60,BX63,BX66)","v":false},{"$f":"INDEX(CB57:CG57,MATCH($BZ$2,$CB$2:$CG$2,0))","v":false},{"$f":"Dispersion","v":false},true,true,true,false,false,false]
[null,null,{"$f":"IF($N$9=\"\",\"\",IF($N$9=\"Roof\",\"\",\"Evaluation not allowed for non-roof surfaces.\"))","v":""}]
[]
[null,"Trench Downspout Dispersion",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Trench Downspout Dispersion",{"$f":"IF(BZ60,IF($CA$57,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"NoEval"},{"$f":"IF(OR(P60=\"\",BX60),FALSE,OR(NOT(BZ60),BV60))","v":false},{"$f":"P60=\"Infeasible\"","v":false},{"$f":"AND(BV60,NOT(W60=\"\"))","v":false},{"$f":"P60=\"Use BMP\"","v":false},{"$f":"OR(BX51,BX54,BX57,BX63,BX66)","v":false},{"$f":"INDEX(CB60:CG60,MATCH($BZ$2,$CB$2:$CG$2,0))","v":false},{"$f":"Dispersion","v":false},true,true,true,false,false,false]
[null,null,{"$f":"IF($N$9=\"\",\"\",IF($N$9=\"Roof\",\"\",\"Evaluation not allowed for non-roof surfaces.\"))","v":""}]
[]
[null,"Non-Infiltrating Bioretention",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Non-Infiltrating Bioretention",{"$f":"IF($BZ$63,\"Feasibility\",\"NoEval\")","v":"Feasibility"},{"$f":"IF(OR(P63=\"\",BX63),FALSE,OR(NOT(BZ63),BV63))","v":false},{"$f":"P63=\"Infeasible\"","v":false},{"$f":"AND(BV63,NOT(W63=\"\"))","v":false},{"$f":"P63=\"Use BMP\"","v":false},{"$f":"OR(BX51,BX54,BX57,BX60,BX66)","v":false},{"$f":"INDEX(CB63:CG63,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},null,true,true,true,true,true,true]
[]
[]
[null,"Vegetated Roof System",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vegetated Roof System",{"$f":"IF($N$9=\"Roof\",\"NotRequired\",\"NoEval\")","v":"NoEval"},{"$f":"IF(OR(P66=\"\",BX66),FALSE,OR(NOT(BZ66),BV66))","v":false},{"$f":"P66=\"Infeasible\"","v":false},{"$f":"AND(BV66,NOT(W66=\"\"))","v":false},{"$f":"P66=\"Use BMP\"","v":false},{"$f":"OR(BX51,BX54,BX57,BX60,BX63)","v":false},{"$f":"INDEX(CB66:CG66,MATCH($BZ$2,$CB$2:$CG$2,0))","v":false},null,false,false,false,false,false,false]
[null,null,{"$f":"IF($N$9=\"\",\"\",IF(N9=\"Roof\",\"Evaluation not required but allowed.\",\"Evaluation not allowed for non-roof surfaces.\"))","v":""}]
[]
["Category 4",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Category 4",null,{"$f":"OR(NOT(AND(BU19:BU27,BU29:BU46,BU48:BU67)),N9=\"\")","v":true}]
[]
[null,"BMP",null,null,null,null,null,null,null,null,null,null,null,null,null,"Feasibility",null,null,null,null,null,null,"Infeasibility Criteria"]
[]
[null,"Single-family Residential Cisterns",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Single-family Residential Cisterns",{"$f":"IF(BZ73,\"Feasibility\",\"NoEval\")","v":"NoEval"},{"$f":"IF(OR(P73=\"\",BX73),FALSE,OR(NOT(BZ73),BV73))","v":false},{"$f":"P73=\"Infeasible\"","v":false},{"$f":"AND(BV73,NOT(W73=\"\"))","v":false},{"$f":"P73=\"Use BMP\"","v":false},{"$f":"OR(BX76,BX79)","v":false},{"$f":"INDEX(CB73:CG73,MATCH($BZ$2,$CB$2:$CG$2,0))","v":false},null,true,true,true,false,false,false]
[null,null,{"$f":"IF($N$9=\"\",\"\",IF($N$9=\"Roof\",\"\",\"Evaluation not allowed for non-roof surfaces.\"))","v":""}]
[]
[null,"Perforated Stub-out Connection",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Perforated Stub-out Connection",{"$f":"IF(BZ76,IF(CA76,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"NoEval"},{"$f":"IF(OR(P76=\"\",BX76),FALSE,OR(NOT(BZ76),BV76))","v":false},{"$f":"P76=\"Infeasible\"","v":false},{"$f":"AND(BV76,NOT(W76=\"\"))","v":false},{"$f":"P76=\"Use BMP\"","v":false},{"$f":"OR(BX73,BX79)","v":false},{"$f":"INDEX(CB76:CG76,MATCH($BZ$2,$CB$2:$CG$2,0))","v":false},{"$f":"AND(InfExploration,OR(InfiltrationInfeasible,MeasuredInfRate<0.3))","v":false},true,true,true,false,false,false]
[null,null,{"$f":"IF($N$9=\"\",\"\",IF($N$9=\"Roof\",\"\",\"Evaluation not allowed for non-roof surfaces.\"))","v":""}]
[]
[null,"New or Retained Trees",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"New or Retained Trees",{"$f":"IF(BZ79,\"Feasibility\",\"NoEval\")","v":"Feasibility"},{"$f":"IF(OR(P79=\"\",BX79),FALSE,OR(NOT(BZ79),BV79))","v":false},{"$f":"P79=\"Infeasible\"","v":false},{"$f":"AND(BV79,NOT(W79=\"\"))","v":false},{"$f":"P79=\"Use BMP\"","v":false},{"$f":"OR(BX73,BX76)","v":false},{"$f":"INDEX(CB79:CG79,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},null,false,false,false,true,true,true]
[null,null,{"$f":"IF(NOT(BZ79),\"Evaluation not allowed for roof surfaces.\",\"\")","v":""}]

{"sheet":"Trail","index":4,"n_rows":43,"n_cols":85,"rows_kept":43,"cut":false,"hidden":true,"merged":[[31,15,31,20],[31,22,31,67],[38,15,38,20],[38,22,38,67],[41,15,41,20],[41,22,41,67],[28,15,28,20],[28,22,28,67],[25,15,25,20],[25,22,25,67],[6,84,13,84],[8,13,8,18],[10,13,10,67],[12,13,12,18],[18,15,18,20],[18,22,18,67],[6,78,13,78],[6,79,13,79],[6,80,13,80],[6,81,13,81],[6,82,13,82],[6,83,13,83],[0,0,0,68],[0,79,0,84],[1,0,1,68],[6,13,6,18],[6,70,13,70],[6,72,13,72],[6,73,13,73],[6,75,13,75],[6,76,13,76],[6,77,13,77],[6,71,13,71],[6,74,13,74],[8,22,8,67],[3,13,3,22]]}
["On-site Stormwater Management - List Approach Calculator",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Column to Use",null,"Evaluation Required"]
["Surface Identification and BMP Evaluation for Trail and Sidewalk Projects",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"None Feasible",null,null,null,null,{"$f":"AND(COUNTIFS(BT19:BT42,\"Feasibility\",BV19:BV42,TRUE)=COUNTIF(BT19:BT42,\"Feasibility\"),COUNTIF(BX19:BX42,TRUE)=0)","v":false},null,{"$f":"OFFSET(CA2,0,IF($N$9=\"Roof\",0,3)+'Project Summary'!$AS$34)","v":4},null,1,2,3,4,5,6]
[]
[null,"Project No.",null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!$AG$6","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Roof","Roof","Roof","Surface","Surface","Surface"]
[]
[]
[null,"Hard Surface Number",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"BMP","Dropdown Lookup","Grey Out","Infeasible Selected","Infeasibility Criteria Selected","BMP Selected","Other BMP in Group Selected","Evaluation Required","Infiltration/ DispersionInfeasible","Not designated receiving water","Public combined sewer or capacity constrained","Designated Receiving Water","Not designated receiving water","Public combined sewer or capacity constrained","Designated Receiving Water"]
[]
[null,"Hard Surface Type",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"´",null,null,{"$f":"IF(COUNTIF(BX19:BX79,TRUE)>1,\"More than one Use BMP selected, please select only one. \",\"\") & IF(SUMPRODUCT($BV$19:$BV$80*NOT(BW19:BW80)*NOT(BY19:BY80)) > 0,SUMPRODUCT($BV$19:$BV$80*NOT(BW19:BW80)*NOT(BY19:BY80))&\" BMP(s) require infeasibility criteria.\",\"\")","v":""}]
[]
[null,"Hard Surface Description"]
[]
[null,"Surface Area (sf)"]
[]
["Category 1            (Select 1 BMP from Category 1, order does not matter, or move to Category 2)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Category 1"]
[]
[null,"BMP",null,null,null,null,null,null,null,null,null,null,null,null,null,"Feasibility",null,null,null,null,null,null,"Infeasibility Criteria"]
[]
[null,"Full Dispersion",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Full Dispersion",{"$f":"IF(BZ19,IF(CA19,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"Feasibility"},{"$f":"IF(OR(P19=\"\",BX19),FALSE,OR(NOT(BZ19),BV19))","v":false},{"$f":"P19=\"Infeasible\"","v":false},{"$f":"AND(BV19,NOT(W19=\"\"))","v":false},{"$f":"P19=\"Use BMP\"","v":false},false,{"$f":"INDEX(CB19:CG19,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"Dispersion","v":false},false,false,false,true,true,true]
[]
[]
["Category 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,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Category 2",null,{"$f":"NOT(AND(BU19:BU21,N9<>\"\"))","v":true}]
[]
[null,"BMP",null,null,null,null,null,null,null,null,null,null,null,null,null,"Feasibility",null,null,null,null,null,null,"Infeasibility Criteria"]
[]
[null,"Rain Garden",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rain Garden",{"$f":"IF(BZ26,IF(CA26,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"Feasibility"},{"$f":"IF(OR(P26=\"\",BX26),FALSE,OR(NOT(BZ26),BV26))","v":false},{"$f":"P26=\"Infeasible\"","v":false},{"$f":"AND(BV26,NOT(W26=\"\"))","v":false},{"$f":"P26=\"Use BMP\"","v":false},{"$f":"OR(BX29,BX32)","v":false},{"$f":"INDEX(CB26:CG26,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"AND(InfExploration,OR(InfiltrationInfeasible,MeasuredInfRate<0.3))","v":false},false,false,false,{"$f":"N13<5000","v":true},{"$f":"O13<5000","v":true},false]
[null,null,{"$f":"IF($N$9=\"\",\"\",IF(BZ26,\"\",\"Evaluation not required.\"))","v":""}]
[]
[null,"Permeable Pavement Facility",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Permeable Pavement Facility",{"$f":"IF(CA29,\"Infeasible\",IF(BZ29,\"Feasibility\",\"NotRequired\"))","v":"NotRequired"},{"$f":"IF(OR(P29=\"\",BX29),FALSE,OR(NOT(BZ29),BV29))","v":false},{"$f":"P29=\"Infeasible\"","v":false},{"$f":"AND(BV29,NOT(W29=\"\"))","v":false},{"$f":"P29=\"Use BMP\"","v":false},{"$f":"OR(BX26,BX32)","v":false},{"$f":"INDEX(CB29:CG29,MATCH($BZ$2,$CB$2:$CG$2,0))","v":false},{"$f":"AND(InfExploration,OR(InfiltrationInfeasible,MeasuredInfRate<0.3))","v":false},false,false,false,false,false,false]
[null,null,{"$f":"IF(BX29,\"Note the surface area (\"&N13&\" sf) should represent the area contributing to the permeable pavement facility. Facility area will be entered on the BMP Sizing tab.\",\"\")","v":""}]
[]
[null,"Permeable Pavement Surface",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Permeable Pavement Surface",{"$f":"IF(CA32,\"Infeasible\",IF(BZ32,\"Feasibility\",\"NotRequired\"))","v":"NotRequired"},{"$f":"IF(OR(P32=\"\",BX32),FALSE,OR(NOT(BZ32),BV32))","v":false},{"$f":"P32=\"Infeasible\"","v":false},{"$f":"AND(BV32,NOT(W32=\"\"))","v":false},{"$f":"P32=\"Use BMP\"","v":false},{"$f":"OR(BX26,BX29)","v":false},{"$f":"INDEX(CB32:CG32,MATCH($BZ$2,$CB$2:$CG$2,0))","v":false},null,false,false,false,false,true,false]
[null,null,{"$f":"IF(N9=\"\",\"\",IF(BZ2=4,\"Evaluation is not required.\",IF(BZ2=5,\"Minimum permeable pavement area in ROW is 2,000 sf.\",IF(BZ2=6,IF(N13<2000,\"Evaluation not allowed in ROW if new plus replaced PGHS is less than 2,000 sf.\",\"Evaluation not required but allowed if permable pavement in ROW is greater than 2,000 sf\"),\"\"))))","v":""}]
[]
["Category 3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Category 3",null,{"$f":"NOT(AND(BU19:BU21,BU23:BU34))","v":true}]
[]
[null,"BMP",null,null,null,null,null,null,null,null,null,null,null,null,null,"Feasibility",null,null,null,null,null,null,"Infeasibility Criteria"]
[]
[null,"Sheet Flow Dispersion",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sheet Flow Dispersion",{"$f":"IF(BZ39,IF(CA39,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"Feasibility"},{"$f":"IF(OR(P39=\"\",BX39),FALSE,OR(NOT(BZ39),BV39))","v":false},{"$f":"P39=\"Infeasible\"","v":false},{"$f":"AND(BV39,NOT(W39=\"\"))","v":false},{"$f":"P39=\"Use BMP\"","v":false},{"$f":"BX42","v":false},{"$f":"INDEX(CB39:CG39,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"Dispersion","v":false},false,false,false,true,true,true]
[]
[]
[null,"Concentrated Dispersion",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concentrated Flow Dispersion",{"$f":"IF(BZ42,IF(CA42,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"Feasibility"},{"$f":"IF(OR(P42=\"\",BX42),FALSE,OR(NOT(BZ42),BV42))","v":false},{"$f":"P42=\"Infeasible\"","v":false},{"$f":"AND(BV42,NOT(W42=\"\"))","v":false},{"$f":"P42=\"Use BMP\"","v":false},{"$f":"BX39","v":false},{"$f":"INDEX(CB42:CG42,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"Dispersion","v":false},false,false,false,true,true,true]
[null,null,{"$f":"IF($N$9=\"Roof\",\"Evaluation not required for roof surfaces.\",\"\")","v":""}]

{"sheet":"Road","index":5,"n_rows":44,"n_cols":85,"rows_kept":44,"cut":false,"hidden":true,"merged":[[3,13,3,23],[34,15,34,20],[34,22,34,67],[41,15,41,20],[41,22,41,67],[28,15,28,20],[28,22,28,67],[31,15,31,20],[31,22,31,67],[6,84,13,84],[8,13,8,18],[12,13,12,18],[18,15,18,20],[18,22,18,67],[6,78,13,78],[6,79,13,79],[6,80,13,80],[6,81,13,81],[6,82,13,82],[6,83,13,83],[6,74,13,74],[8,22,8,67],[10,13,10,20],[43,22,43,67],[43,15,43,20],[0,0,0,68],[0,79,0,84],[1,0,1,68],[6,13,6,18],[6,70,13,70],[6,72,13,72],[6,73,13,73],[6,75,13,75],[6,76,13,76],[6,77,13,77],[6,71,13,71],[10,24,10,67],[25,15,25,20],[25,22,25,67]]}
["On-site Stormwater Management - List Approach Calculator",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Column to Use",null,"Evaluation Required"]
["Surface Identification and BMP Evaluation for Roadway Projects",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"None Feasible",null,null,null,null,{"$f":"AND(COUNTIFS(BT19:BT44,\"Feasibility\",BV19:BV44,TRUE)=COUNTIF(BT19:BT44,\"Feasibility\"),COUNTIF(BX19:BX44,TRUE)=0)","v":false},null,{"$f":"OFFSET(CA2,0,IF($N$9=\"Roof\",0,3)+'Project Summary'!$AS$34)","v":4},null,1,2,3,4,5,6]
[]
[null,"Project No.",null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!$AG$6","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Roof","Roof","Roof","Surface","Surface","Surface"]
[]
[]
[null,"Hard Surface Number",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"BMP","Dropdown Lookup","Grey Out","Infeasible Selected","Infeasible Criteria Entered","BMP Selected","Other BMP in Group Selected","Evaluation Required","Infiltration /Dispersion Infeasible","Not designated receiving water","Public combined sewer or capacity constrained","Designated Receiving Water","Not designated receiving water","Public combined sewer or capacity constrained","Designated Receiving Water"]
[]
[null,"Hard Surface Type",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"´",null,null,{"$f":"IF(COUNTIF(BX19:BX79,TRUE)>1,\"More than one Use BMP selected, please select only one. \",\"\") & IF(SUMPRODUCT($BV$19:$BV$80*NOT(BW19:BW80)*NOT(BY19:BY80)) > 0,SUMPRODUCT($BV$19:$BV$80*NOT(BW19:BW80)*NOT(BY19:BY80))&\" BMP(s) require infeasibility criteria.\",\"\")","v":""}]
[]
[null,"Hard Surface Description"]
[]
[null,"Surface Area (sf)"]
[]
["Category 1            (Select 1 BMP from Category 1, order does not matter, or move to Category 2)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Category 1"]
[]
[null,"BMP",null,null,null,null,null,null,null,null,null,null,null,null,null,"Feasibility",null,null,null,null,null,null,"Infeasibility Criteria"]
[]
[null,"Full Dispersion",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Full Dispersion",{"$f":"IF(BZ19,IF(CA19,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"Feasibility"},{"$f":"IF(OR(P19=\"\",BX19),FALSE,OR(NOT(BZ19),BV19))","v":false},{"$f":"P19=\"Infeasible\"","v":false},{"$f":"AND(BV19,NOT(W19=\"\"))","v":false},{"$f":"P19=\"Use BMP\"","v":false},false,{"$f":"INDEX(CB19:CG19,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"Dispersion","v":false},false,false,false,true,true,true]
[]
[]
["Category 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,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Category 2",null,{"$f":"NOT(AND(BU19:BU21,N9<>\"\"))","v":true}]
[]
[null,"BMP",null,null,null,null,null,null,null,null,null,null,null,null,null,"Feasibility",null,null,null,null,null,null,"Infeasibility Criteria"]
[]
[null,"Rain Garden",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rain Garden",{"$f":"IF(BZ26,IF(CA26,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"Feasibility"},{"$f":"IF(OR(P26=\"\",BX26),FALSE,OR(NOT(BZ26),BV26))","v":false},{"$f":"P26=\"Infeasible\"","v":false},{"$f":"AND(BV26,NOT(W26=\"\"))","v":false},{"$f":"P26=\"Use BMP\"","v":false},{"$f":"OR(BX29,BX32,BX35)","v":false},{"$f":"INDEX(CB26:CG26,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"AND(InfExploration,OR(InfiltrationInfeasible,MeasuredInfRate<0.3))","v":false},false,false,false,{"$f":"AND(NOT('Project Summary'!$AS$44),NOT('Project Summary'!$AS$46),$N$13<5000)","v":true},{"$f":"AND(NOT('Project Summary'!$AS$44),NOT('Project Summary'!$AS$46),$N$13<5000)","v":true},{"$f":"AND(NOT('Project Summary'!$AS$44),NOT('Project Summary'!$AS$46),$N$13<5000)","v":true}]
[null,null,{"$f":"IF($N$9=\"\",\"\",IF(MeasuredInfRate<0.3,\"\",IF(OR('Project Summary'!AS44,'Project Summary'!AS46),\"Evaluation not allowed when project requires Flow Control or Water Quality Treatment\",IF(N13>=5000,\"Evaluation not allowed for sites with greater than 5,000 sf of hard surface infiltrating onsite\",\"\"))))","v":""}]
[]
[null,"Infiltrating Bioretention",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Infiltrating Bioretention",{"$f":"IF(BZ29,IF(CA29,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"Feasibility"},{"$f":"IF(OR(P29=\"\",BX29),FALSE,OR(NOT(BZ29),BV29))","v":false},{"$f":"P29=\"Infeasible\"","v":false},{"$f":"AND(BV29,NOT(W29=\"\"))","v":false},{"$f":"P29=\"Use BMP\"","v":false},{"$f":"OR(BX26,BX32,BX35)","v":false},{"$f":"INDEX(CB29:CG29,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"AND(InfExploration,OR(InfiltrationInfeasible,MeasuredInfRate<0.3))","v":false},false,false,false,true,true,true]
[null,null,{"$f":"IF(N9<>\"\",\nIF(BZ2>=5, \"Evaluation is only allowed when contributing area is sufficient to warrant minimum bioretention cell size in ROW.\",\"\"),\"\")","v":""}]
[]
[null,"Permeable Pavement Facility",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Permeable Pavement Facility",{"$f":"IF(CA32,\"Infeasible\",\nIF(BZ2=4,\nIF(N11=\"Arterial Street or Collector\",\"NoEval\",\"NotRequired\"),\nIF(BZ2=5,\nIF(AND(N11=\"ROW\", N13<2000),\"NoEval\",IF(OR(N11=\"ROW\",N11=\"Other\"),\"NotRequired\",\"NoEval\")),\nIF(BZ2=6,\nIF(AND(N13>=2000, OR(N11=\"ROW\",N11=\"Other\")),\"NotRequired\",IF(AND(N13<2000,N11=\"Other\"),\"NoEval\",IF(AND(N13<2000,N11=\"ROW\"),\"NoEval\",\"NoEval\"))),\"Feasibility\"))))","v":"NotRequired"},{"$f":"IF(OR(P32=\"\",BX32),FALSE,OR(NOT(BZ32),BV32))","v":false},{"$f":"P32=\"Infeasible\"","v":false},{"$f":"AND(BV32,NOT(W32=\"\"))","v":false},{"$f":"P32=\"Use BMP\"","v":false},{"$f":"OR(BX26,BX29,BX35)","v":false},{"$f":"INDEX(CB32:CG32,MATCH($BZ$2,$CB$2:$CG$2,0))","v":false},{"$f":"AND(InfExploration,OR(InfiltrationInfeasible,MeasuredInfRate<0.3))","v":false},false,false,false,false,false,false]
[null,null,{"$f":"IF(BX32,\"Note the surface area (\"&N13&\" sf) should represent the area contributing to the permeable pavement facility. Facility area will be entered on the BMP Sizing tab.\",\"\")","v":""}]
[]
[null,"Permeable Pavement Surface",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Permeable Pavement Surface",{"$f":"IF(BZ2=4,IF(N11=\"Arterial Street or Collector\",\"NoEval\",IF(CA35,\"Infeasible\",\"Feasibility\")),\nIF(BZ2=5,IF(AND(N11=\"ROW\",N13<2000),\"NoEval\",IF(OR(N11=\"ROW\",N11=\"Other\"),IF(CA35,\"Infeasible\",\"Feasibility\"),\"NoEval\")),\nIF(BZ2=6,IF(AND(N11=\"Other\",N13<2000),\"NoEval\",IF(AND(N11=\"ROW\",N13<2000),\"NoEval\",IF(OR(N11=\"Other\",N11=\"ROW\"),IF(CA35,\"Infeasible\",\"Feasibility\"),\"NoEval\"))))))","v":"Feasibility"},{"$f":"IF(OR(P35=\"\",BX35),FALSE,OR(NOT(BZ35),BV35))","v":false},{"$f":"P35=\"Infeasible\"","v":false},{"$f":"AND(BV35,NOT(W35=\"\"))","v":false},{"$f":"P35=\"Use BMP\"","v":false},{"$f":"OR(BX26,BX29,BX32)","v":false},{"$f":"INDEX(CB35:CG35,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},null,false,false,false,{"$f":"IF(N11=\"Arterial Street or Collector\",FALSE,TRUE)","v":true},{"$f":"IF(AND(N11=\"ROW\",N13<2000),FALSE,IF(OR(N11=\"ROW\",N11=\"Other\"),TRUE,FALSE))","v":false},{"$f":"AND(N13>=2000,OR(N11=\"Other\",N11=\"ROW\"))","v":false}]
[null,null,{"$f":"IF(N9=\"\",\"\",\nIF(MeasuredInfRate<0.3, \"\",\nIF(BZ2=4,IF(N11=\"Arterial Street or Collector\",\"Evaluation is not allowed if roadway is an arterial street or collector.\",\"\"),\nIF(BZ2=5,IF(AND(N11=\"ROW\",N13<2000),\"Minimum permeable pavement area allowed in the ROW is 2,000 sf.\",IF(OR(N11=\"ROW\",N11=\"Other\"),\"\",\"Evaluation of roadway surfaces, including alleys, is not allowed.\")),\nIF(BZ2=6,IF(AND(N11=\"Other\",N13<2000),\"Evaluation is not allowed if new plus replaced PGHS is less than 2,000 sf.\",IF(AND(N11=\"ROW\",N13<2000),\"Minimum permeable pavement area allowed in the ROW is 2,000 sf.\",IF(OR(N11=\"Other\",N11=\"ROW\"),\"\",\"Evaluation of roadway surfaces, including alleys, is not allowed.\"))))))))","v":""}]
[]
["Category 3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Category 3",null,{"$f":"NOT(AND(BU19:BU21,BU23:BU37,N9<>\"\"))","v":true}]
[]
[null,"BMP",null,null,null,null,null,null,null,null,null,null,null,null,null,"Feasibility",null,null,null,null,null,null,"Infeasibility Criteria"]
[]
[null,"Sheet Flow Dispersion",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sheet Flow Dispersion",{"$f":"IF(BZ42,IF(CA42,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"Feasibility"},{"$f":"IF(OR(P42=\"\",BX42),FALSE,OR(NOT(BZ42),BV42))","v":false},{"$f":"P42=\"Infeasible\"","v":false},{"$f":"AND(BV42,NOT(W42=\"\"))","v":false},{"$f":"P42=\"Use BMP\"","v":false},{"$f":"BX44","v":false},{"$f":"INDEX(CB42:CG42,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"Dispersion","v":false},false,false,false,true,true,true]
[]
[null,"Concentrated Flow Dispersion",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concentrated Flow Dispersion",{"$f":"IF(BZ44,IF(CA44,\"Infeasible\",\"Feasibility\"),\"NoEval\")","v":"Feasibility"},{"$f":"IF(OR(P44=\"\",BX44),FALSE,OR(NOT(BZ44),BV44))","v":false},{"$f":"P44=\"Infeasible\"","v":false},{"$f":"AND(BV44,NOT(W44=\"\"))","v":false},{"$f":"P44=\"Use BMP\"","v":false},{"$f":"BX42","v":false},{"$f":"INDEX(CB44:CG44,MATCH($BZ$2,$CB$2:$CG$2,0))","v":true},{"$f":"Dispersion","v":false},false,false,false,true,true,true]

{"sheet":"Lookup","index":6,"n_rows":249,"n_cols":45,"rows_kept":249,"cut":false,"hidden":true,"merged":[]}
["Project Type","Surface Type","BMP Feasibility","Ponding Depths","Side slopes","YesNo","Check","No Eval","Drainage Basin","Basin + Capacity Constrained","On-Site List Lookup Column","Sheet Name","Infeasible Infiltration","Flow Control Std","Empty List","Environmentally Critical Areas","Dispersion Infeasible","Infiltration Investigation No","Infiltration Investigation Yes","Infiltration Infeasible","ROW Surface List","Approved Point of Stormwater Discharge","Approved Point of Sub Discharge","Approved Point of Wastewater Discharge","Does Not Apply"]
["Single-Family Residential","Roof","-",6,"Vertical","Yes",null,"Not Evaluated","Listed Creek Basin","Listed Creek BasinYes",1,"SFR","Infeasible","Pre-Developed Pasture Standard",{"$f":"\"\"","v":""},"No","Site cannot meet required horizontal setbacks ","Site is mapped as \"infltr. investigation not required\"","Simple infiltration test","Site cannot meet required horizontal setbacks","ROW","Public Storm Drain Main ","Public Storm Drain Main ","Public Sanitary Sewer Main","Does Not Apply for Roadway or Trail and Sidewalk projects"]
["Trail and Sidewalk","Non-Roof","Infeasible",12,"3H:1V","No","✓","Evaluation not required for roof.","Non-listed Creek Basin","Non-listed Creek BasinYes",1,"Trail","Infiltration is infeasible on site.","Peak Control Standard",null,"Geologic Hazard/ Steep Slope Area","Site constraints make dispersion infeasible","Other","Small PIT test","Site cannot meet required vertical separation requirements","Alley","Drainage Ditch","Drainage Ditch","Public Combined Sewer Main"]
["Parcel-Based",null,"Use BMP",null,null,null,null,"Evaluation not required for other surfaces.","Designated Receiving Water","Designated Receiving WaterYes",2,"Parcel","Dispersion is infeasible","Pre-Developed Pasture and Peak Control Standard",null,"Flood-prone Area","Site cannot meet flow path requirements ",null,"Large PIT test","Site constraints make infiltration infeasible","Arterial Street or Collector","Drainage Culvert","Drainage Culvert","Existing Septic System (King County Public Health Department Approval Required)"]
["Roadway",null,"Not Evaluated",null,null,null,null,null,"Combined Sewer Service Area","Combined Sewer Service AreaYes",2,"Road",null,"Pre-Developed Forest Standard",null,"Wetland","One or more of the infeasibility criteria for “All Dispersion BMPs” (Appendix C, Table C.1) apply.",null,"Deep infiltration test","Measured infl rate is less than 0.3 inch/hour","Roadway","Curb Weep Hole","Direct to Receiving Water"]
[null,null,"None Feasible",null,null,null,null,null,"Small Lake Basins","Small Lake BasinsYes",1,null,null,"Pre-Developed Forest and Peak Control Standard",null,"Fish and Wildlife Conservation Area",null,null,null,"Infeasibility criteria for “All Infiltration BMPs” applies","Other","Alley Surface Drain","Wetland"]
[null,null,null,null,null,null,null,null,"Wetland","WetlandYes",1,null,null,null,null,"Abandoned Landfill",null,null,null,"Site is mapped as \"infltr. investigation not required\"",null,"Direct to Receiving Water","Public Combined Sewer Main"]
[null,null,null,null,null,null,null,null,"N/A for Single Family Projects","Listed Creek BasinNo",1,null,null,null,null,null,null,null,null,null,null,"Wetland","“Formerly Combined” Public Sanitary Sewer or Infiltration on the Site"]
[null,null,null,null,null,null,null,null,null,"Non-listed Creek BasinNo",1,null,null,null,null,null,null,null,null,null,null,"Public Combined Sewer Main","On Site Infiltration "]
[null,null,null,null,null,null,null,null,null,"Designated Receiving WaterNo",3,null,null,null,null,null,null,null,null,null,null,"“Formerly Combined” Public Sanitary Sewer"]
[null,null,null,null,null,null,null,null,null,"Combined Sewer Service AreaNo",2,null,null,null,null,null,null,null,null,null,null,"On Site Infiltration (For Small Projects Only)"]
[null,null,null,null,null,null,null,null,null,"Small Lake BasinsNo",1,null,null,null,null,null,null,null,null,null,null,"Other"]
[null,null,null,null,null,null,null,null,null,"WetlandNo",1]
[null,null,null,null,null,null,null,null,null,"Listed Creek Basin",1]
[null,null,null,null,null,null,null,null,null,"Non-listed Creek Basin",1]
[null,null,null,null,null,null,null,null,null,"Designated Receiving Water",3]
[null,null,null,null,null,null,null,null,null,"Combined Sewer Service Area",2]
[null,null,null,null,null,null,null,null,null,"Small Lake Basins",1]
[null,null,null,null,null,null,null,null,null,"Wetland",1]
["Full Dispersion","Infiltration Trench","Dry Well","Rain Garden","Infiltrating Bioretention","Rainwater Harvesting","Permeable Pavement Facility","Permeable Pavement Surface","Sheet Flow Dispersion","Concentrated Dispersion","Splashblock Downspout Dispersion","Trench Downspout Dispersion","Non-Infiltrating Bioretention","Vegetated Roof","Single-family Residential Cisterns","Perforated Stub-out Connection","New or Retained Trees"]
["Full Dispersion","Infiltration Trench #1","Dry Well #1","Rain Garden #1","Infiltrating Bioretention #1","Rainwater Harvesting","Permeable Pavement Facility #1","Permeable Pavement Surface #1","Sheet Flow Dispersion","Concentrated Flow Dispersion","Splashblock Downspout Dispersion","Trench Downspout Dispersion","Non-Infiltrating Bioretention #1","Vegetated Roof System #1","Single-family Residential Cisterns #1","Perforated Stub-out Connection","New or Retained Trees #1"]
[null,"Infiltration Trench #2","Dry Well #2","Rain Garden #2","Infiltrating Bioretention #2",null,"Permeable Pavement Facility #2","Permeable Pavement Surface #2",null,null,null,null,"Non-Infiltrating Bioretention #2","Vegetated Roof System #2","Single-family Residential Cisterns #2",null,"New or Retained Trees #2"]
[null,"Infiltration Trench #3","Dry Well #3","Rain Garden #3","Infiltrating Bioretention #3",null,"Permeable Pavement Facility #3","Permeable Pavement Surface #3",null,null,null,null,"Non-Infiltrating Bioretention #3","Vegetated Roof System #3","Single-family Residential Cisterns #3",null,"New or Retained Trees #3"]
[null,"Infiltration Trench #4","Dry Well #4","Rain Garden #4","Infiltrating Bioretention #4",null,"Permeable Pavement Facility #4","Permeable Pavement Surface #4",null,null,null,null,"Non-Infiltrating Bioretention #4","Vegetated Roof System #4","Single-family Residential Cisterns #4",null,"New or Retained Trees #4"]
[null,"Infiltration Trench #5","Dry Well #5","Rain Garden #5","Infiltrating Bioretention #5",null,"Permeable Pavement Facility #5","Permeable Pavement Surface #5",null,null,null,null,"Non-Infiltrating Bioretention #5","Vegetated Roof System #5","Single-family Residential Cisterns #5",null,"New or Retained Trees #5"]
[null,"Infiltration Trench #6","Dry Well #6","Rain Garden #6","Infiltrating Bioretention #6",null,"Permeable Pavement Facility #6","Permeable Pavement Surface #6",null,null,null,null,"Non-Infiltrating Bioretention #6","Vegetated Roof System #6","Single-family Residential Cisterns #6",null,"New or Retained Trees #6"]
[null,"Infiltration Trench #7","Dry Well #7","Rain Garden #7","Infiltrating Bioretention #7",null,"Permeable Pavement Facility #7","Permeable Pavement Surface #7",null,null,null,null,"Non-Infiltrating Bioretention #7","Vegetated Roof System #7","Single-family Residential Cisterns #7",null,"New or Retained Trees #7"]
[null,"Infiltration Trench #8","Dry Well #8","Rain Garden #8","Infiltrating Bioretention #8",null,"Permeable Pavement Facility #8","Permeable Pavement Surface #8",null,null,null,null,"Non-Infiltrating Bioretention #8","Vegetated Roof System #8","Single-family Residential Cisterns #8",null,"New or Retained Trees #8"]
[null,"Infiltration Trench #9","Dry Well #9","Rain Garden #9","Infiltrating Bioretention #9",null,"Permeable Pavement Facility #9","Permeable Pavement Surface #9",null,null,null,null,"Non-Infiltrating Bioretention #9","Vegetated Roof System #9","Single-family Residential Cisterns #9",null,"New or Retained Trees #9"]
[null,"Infiltration Trench #10","Dry Well #10","Rain Garden #10","Infiltrating Bioretention #10",null,"Permeable Pavement Facility #10","Permeable Pavement Surface #10",null,null,null,null,"Non-Infiltrating Bioretention #10","Vegetated Roof System #10","Single-family Residential Cisterns #10",null,"New or Retained Trees #10"]
[null,"Infiltration Trench #11","Dry Well #11","Rain Garden #11","Infiltrating Bioretention #11",null,"Permeable Pavement Facility #11","Permeable Pavement Surface #11",null,null,null,null,"Non-Infiltrating Bioretention #11","Vegetated Roof System #11","Single-family Residential Cisterns #11",null,"New or Retained Trees #11"]
[null,"Infiltration Trench #12","Dry Well #12","Rain Garden #12","Infiltrating Bioretention #12",null,"Permeable Pavement Facility #12","Permeable Pavement Surface #12",null,null,null,null,"Non-Infiltrating Bioretention #12","Vegetated Roof System #12","Single-family Residential Cisterns #12",null,"New or Retained Trees #12"]
[null,"Infiltration Trench #13","Dry Well #13","Rain Garden #13","Infiltrating Bioretention #13",null,"Permeable Pavement Facility #13","Permeable Pavement Surface #13",null,null,null,null,"Non-Infiltrating Bioretention #13","Vegetated Roof System #13","Single-family Residential Cisterns #13",null,"New or Retained Trees #13"]
[null,"Infiltration Trench #14","Dry Well #14","Rain Garden #14","Infiltrating Bioretention #14",null,"Permeable Pavement Facility #14","Permeable Pavement Surface #14",null,null,null,null,"Non-Infiltrating Bioretention #14","Vegetated Roof System #14","Single-family Residential Cisterns #14",null,"New or Retained Trees #14"]
[null,"Infiltration Trench #15","Dry Well #15","Rain Garden #15","Infiltrating Bioretention #15",null,"Permeable Pavement Facility #15","Permeable Pavement Surface #15",null,null,null,null,"Non-Infiltrating Bioretention #15","Vegetated Roof System #15","Single-family Residential Cisterns #15",null,"New or Retained Trees #15"]
[null,"Infiltration Trench #16","Dry Well #16","Rain Garden #16","Infiltrating Bioretention #16",null,"Permeable Pavement Facility #16","Permeable Pavement Surface #16",null,null,null,null,"Non-Infiltrating Bioretention #16","Vegetated Roof System #16","Single-family Residential Cisterns #16",null,"New or Retained Trees #16"]
[null,"Infiltration Trench #17","Dry Well #17","Rain Garden #17","Infiltrating Bioretention #17",null,"Permeable Pavement Facility #17","Permeable Pavement Surface #17",null,null,null,null,"Non-Infiltrating Bioretention #17","Vegetated Roof System #17","Single-family Residential Cisterns #17",null,"New or Retained Trees #17"]
[null,"Infiltration Trench #18","Dry Well #18","Rain Garden #18","Infiltrating Bioretention #18",null,"Permeable Pavement Facility #18","Permeable Pavement Surface #18",null,null,null,null,"Non-Infiltrating Bioretention #18","Vegetated Roof System #18","Single-family Residential Cisterns #18",null,"New or Retained Trees #18"]
[null,"Infiltration Trench #19","Dry Well #19","Rain Garden #19","Infiltrating Bioretention #19",null,"Permeable Pavement Facility #19","Permeable Pavement Surface #19",null,null,null,null,"Non-Infiltrating Bioretention #19","Vegetated Roof System #19","Single-family Residential Cisterns #19",null,"New or Retained Trees #19"]
[null,"Infiltration Trench #20","Dry Well #20","Rain Garden #20","Infiltrating Bioretention #20",null,"Permeable Pavement Facility #20","Permeable Pavement Surface #20",null,null,null,null,"Non-Infiltrating Bioretention #20","Vegetated Roof System #20","Single-family Residential Cisterns #20",null,"New or Retained Trees #20"]
[]
[null,"List 1","List 1","List 1","List 1",null,"List 1",null,null,null,null,null,"List 1","List 1",null,null,"List 1"]
[null,18,4,2,2,null,6,null,null,null,null,null,2,"Single-Course",null,null,"New Deciduous"]
[null,36,null,6,6,null,12,null,null,null,null,null,6,"Multi-Course",null,null,"New Evergreen"]
[null,null,null,null,12,null,null,null,null,null,null,null,12,null,null,null,"Retain Deciduous"]
[null,null,null,"List 2","List 2",null,"List 2",null,null,null,null,null,"List 2","List 2",null,null,"Retain Evergreen"]
[null,null,null,"Sloped sides","Sloped sides",null,"0%",null,null,null,null,null,"Sloped sides",4]
[null,null,null,"Vertical sides","Vertical sides",null,"5%",null,null,null,null,null,"Vertical sides",8,null,null,"List 2"]
[null,null,null,null,null,null,"10%",null,null,null,null,null,null,null,null,null,1]
[null,null,null,null,"List 3",null,"15%",null,null,null,null,null,null,"List 3",null,null,2]
[null,null,null,null,"Underdrain",null,"20%",null,null,null,null,null,null,null,null,null,3]
[null,null,null,null,"No Underdrain",null,"25%",null,null,null,null,null,null,null,null,null,4]
[null,null,null,null,null,null,"30%",null,null,null,null,null,null,null,null,null,5]
[null,null,null,null,null,null,"35%",null,null,null,null,null,null,null,null,null,6]
[null,null,null,null,null,null,"40%",null,null,null,null,null,null,null,null,null,7]
[null,null,null,null,null,null,"45%",null,null,null,null,null,null,null,null,null,8]
[null,null,null,null,null,null,"50%",null,null,null,null,null,null,null,null,null,9]
[null,null,null,null,null,null,"55%",null,null,null,null,null,null,null,null,null,10]
[null,null,null,null,null,null,"60%",null,null,null,null,null,null,null,null,null,11]
[null,null,null,null,null,null,"65%",null,null,null,null,null,null,null,null,null,12]
[null,null,null,null,null,null,"70%",null,null,null,null,null,null,null,null,null,13]
[null,null,null,null,null,null,"75%",null,null,null,null,null,null,null,null,null,14]
[null,null,null,null,null,null,"80%",null,null,null,null,null,null,null,null,null,15]
[null,null,null,null,null,null,"85%",null,null,null,null,null,null,null,null,null,16]
[null,null,null,null,null,null,"90%",null,null,null,null,null,null,null,null,null,17]
[null,null,null,null,null,null,"95%",null,null,null,null,null,null,null,null,null,18]
[null,null,null,null,null,null,"100%",null,null,null,null,null,null,null,null,null,19]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20]
["BMPs","List More than One BMP option","Sizing Input 1","Sizing Input 2","Sizing Input 3","Units 1","Units 2","Infiltrating BMP",null,null,null,null,null,null,null,null,21]
["Full Dispersion",false,{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},false,null,null,null,null,null,null,null,null,22]
["Infiltration Trench",true,{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},true,null,null,null,null,null,null,null,null,23]
["Dry Well",true,"Aggregate Depth (ft)",{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},"ft",{"$f":"NA()","v":{"$error":"#N/A"}},true,null,null,null,null,null,null,null,null,24]
["Rain Garden",true,"Ponding Depth (inch)","Sideslopes",{"$f":"NA()","v":{"$error":"#N/A"}},"inch",{"$f":"NA()","v":{"$error":"#N/A"}},true,null,null,null,null,null,null,null,null,25]
["Infiltrating Bioretention",true,"Ponding Depth (inch)","Sideslopes","Underdrain","inch",{"$f":"NA()","v":{"$error":"#N/A"}},true,null,null,null,null,null,null,null,null,26]
["Rainwater Harvesting",false,{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},false,null,null,null,null,null,null,null,null,27]
["Permeable Pavement Facility",true,"Avg. Storage Depth (inch)","% Pollution Generating",{"$f":"NA()","v":{"$error":"#N/A"}},"inch","PGHS",true,null,null,null,null,null,null,null,null,28]
["Permeable Pavement Surface",true,{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},false,null,null,null,null,null,null,null,null,29]
["Sheet Flow Dispersion",false,{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},false,null,null,null,null,null,null,null,null,30]
["Concentrated Flow Dispersion",false,{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},false,null,null,null,null,null,null,null,null,31]
["Splashblock Downspout Dispersion",false,{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},false,null,null,null,null,null,null,null,null,32,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"INDEX(Lookup!$L$2:$L$5,MATCH(L219,Project&\" - \"&#REF!))","v":{"$error":"#VALUE!"}}]
["Trench Downspout Dispersion",false,{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},false,null,null,null,null,null,null,null,null,33]
["Non-Infiltrating Bioretention",true,"Ponding Depth (inch)","Sideslopes",{"$f":"NA()","v":{"$error":"#N/A"}},"inch",{"$f":"NA()","v":{"$error":"#N/A"}},false,null,null,null,null,null,null,null,null,34]
["Vegetated Roof System",true,"Course","Media Depth (inch)",{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},"inch",false,null,null,null,null,null,null,null,null,35]
["Perforated Stub-out Connection",false,{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},true,null,null,null,null,null,null,null,null,36]
["Single-family Residential Cisterns",true,{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},false,null,null,null,null,null,null,null,null,37]
["New or Retained Trees",true,"Type","Number",{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}},false,null,null,null,null,null,null,null,null,38]
["None Feasible",false,{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},false,null,null,null,null,null,null,null,null,39]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,40]
["BMP","List 1","List 2","List 3","Combined Lookup","Sizing Factor","Volume Managed CF/SF","Facility Units","Notes",null,null,null,null,null,null,null,41]
["Full Dispersion",null,null,null,{"$f":"TRIM(CONCATENATE(A90,B90,C90,D90))","v":"Full Dispersion"},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"2.1*0.768","v":1.6128},null,null,null,null,null,null,null,null,null,42]
["Infiltration Trench",null,null,null,{"$f":"TRIM(CONCATENATE(A91,B91,C91,D91))","v":"Infiltration Trench"},{"$f":"IF(InfRate<1,0,IF(InfRate<2.5,0.15,IF(InfRate<5,0.105,IF(InfRate<7.5,0.057,IF(InfRate<10,0.048,0.04)))))","v":0},{"$f":"IF(F91=0,NA(),2.3*0.8108811)","v":{"$error":"#N/A"}},"sf","Volume Managed modeling done specifically for tool. See Volume Managed.xlsx. 1.5' Trench, 0.25 in/hr.",null,null,null,null,null,null,null,43]
["Dry Well",4,null,null,"Dry Well4",{"$f":"IF(InfRate<2.5,0,IF(InfRate<5,0.024,IF(InfRate<7.5,0.024,IF(InfRate<10,0.023,0.021))))","v":0},{"$f":"IF(F92=0,NA(),2.1*0.8149233)","v":{"$error":"#N/A"}},"sf","Modeling done specifically for tool. See Volume Managed.xlsx. 4' Drywell, 0.25 in/hr.",null,null,null,null,null,null,null,44]
["Rain Garden",2,"Sloped sides",null,"Rain Garden2Sloped sides",{"$f":"IF(InfRate<0.15,0,IF(InfRate<0.3,0.08, IF(InfRate<0.6,0.047,0.045)))","v":0},{"$f":"IF(F93=0,NA(),2.1*0.864)","v":{"$error":"#N/A"}},"sf",null,null,null,null,null,null,null,null,45]
["Rain Garden",6,"Sloped sides",null,"Rain Garden6Sloped sides",{"$f":"IF(InfRate<0.3,0,0.035)","v":0},{"$f":"IF(F94=0,NA(),2.1*0.864)","v":{"$error":"#N/A"}},"sf"]
["Rain Garden",2,"Vertical sides",null,"Rain Garden2Vertical sides",-999,{"$f":"NA()","v":{"$error":"#N/A"}},"sf"]
["Rain Garden",6,"Vertical sides",null,"Rain Garden6Vertical sides",{"$f":"IF(InfRate<0.3,0,IF(InfRate<0.6,0.053,0.05))","v":0},{"$f":"IF(F96=0,NA(),2.1*0.844)","v":{"$error":"#N/A"}},"sf"]
["Infiltrating Bioretention",2,"Sloped sides","No Underdrain","Infiltrating Bioretention2Sloped sidesNo Underdrain",{"$f":"IF(InfRate<0.3,0,IF(InfRate<0.6,0.047,0.045))","v":0},{"$f":"IF(F97=0,NA(),2.1*0.864)","v":{"$error":"#N/A"}},"sf"]
["Infiltrating Bioretention",6,"Sloped sides","No Underdrain","Infiltrating Bioretention6Sloped sidesNo Underdrain",{"$f":"IF(InfRate<0.3,0,0.035)","v":0},{"$f":"IF(F98=0,NA(),2.1*0.864)","v":{"$error":"#N/A"}},"sf"]
["Infiltrating Bioretention",12,"Sloped sides","No Underdrain","Infiltrating Bioretention12Sloped sidesNo Underdrain",{"$f":"IF(InfRate<0.6,0,0.023)","v":0},{"$f":"IF(F99=0,NA(),2.1*0.864)","v":{"$error":"#N/A"}},"sf"]
["Infiltrating Bioretention",2,"Vertical sides","No Underdrain","Infiltrating Bioretention2Vertical sidesNo Underdrain",-999,{"$f":"NA()","v":{"$error":"#N/A"}},"sf"]
["Infiltrating Bioretention",6,"Vertical sides","No Underdrain","Infiltrating Bioretention6Vertical sidesNo Underdrain",{"$f":"IF(InfRate<0.3,0,IF(InfRate<0.6,0.053,0.05))","v":0},{"$f":"IF(OR(F101=0,F101=-999),NA(),2.1*0.844)","v":{"$error":"#N/A"}},"sf"]
["Infiltrating Bioretention",12,"Vertical sides","No Underdrain","Infiltrating Bioretention12Vertical sidesNo Underdrain",{"$f":"IF(InfRate<0.6,0,0.05)","v":0},{"$f":"IF(F102=0,NA(),2.1*0.844)","v":{"$error":"#N/A"}},"sf"]
["Infiltrating Bioretention",2,"Sloped sides","Underdrain","Infiltrating Bioretention2Sloped sidesUnderdrain",{"$f":"IF(InfRate<0.15,0,IF(InfRate<0.3,0.089,IF(InfRate<0.6,0.052,0.05)))","v":0},{"$f":"IF(F103=0,NA(),2.1*0.864)","v":{"$error":"#N/A"}},"sf"]
["Infiltrating Bioretention",6,"Sloped sides","Underdrain","Infiltrating Bioretention6Sloped sidesUnderdrain",{"$f":"IF(InfRate<0.3,0,0.039)","v":0},{"$f":"IF(F104=0,NA(),2.1*0.864)","v":{"$error":"#N/A"}},"sf"]
["Infiltrating Bioretention",12,"Sloped sides","Underdrain","Infiltrating Bioretention12Sloped sidesUnderdrain",{"$f":"IF(InfRate<0.6,0,0.026)","v":0},{"$f":"IF(F105=0,NA(),2.1*0.864)","v":{"$error":"#N/A"}},"sf"]
["Infiltrating Bioretention",2,"Vertical sides","Underdrain","Infiltrating Bioretention2Vertical sidesUnderdrain",-999,{"$f":"NA()","v":{"$error":"#N/A"}},"sf"]
["Infiltrating Bioretention",6,"Vertical sides","Underdrain","Infiltrating Bioretention6Vertical sidesUnderdrain",{"$f":"IF(InfRate<0.3,0,IF(InfRate<0.6,0.059,0.056))","v":0},{"$f":"IF(OR(F107=0,F107=-999),NA(),2.1*0.844)","v":{"$error":"#N/A"}},"sf"]
["Infiltrating Bioretention",12,"Vertical sides","Underdrain","Infiltrating Bioretention12Vertical sidesUnderdrain",{"$f":"IF(InfRate<0.6,0,0.056)","v":0},{"$f":"IF(F108=0,NA(),2.1*0.844)","v":{"$error":"#N/A"}},"sf"]
["Rainwater Harvesting",null,null,null,"Rainwater Harvesting",{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"NA()","v":{"$error":"#N/A"}}]
["Permeable Pavement Facility",6,"0%",null,"Permeable Pavement Facility60%",{"$f":"0.3*C110+0.2","v":0.2},{"$f":"2.1","v":2.1},"sf","Area weighted sizing factor. 50% for PGHS, 20% for Non-PGHS"]
["Permeable Pavement Facility",6,"5%",null,"Permeable Pavement Facility65%",{"$f":"0.3*C111+0.2","v":0.21500000000000002},{"$f":"2.1","v":2.1},"sf"]
["Permeable Pavement Facility",6,"10%",null,"Permeable Pavement Facility610%",0.23,{"$f":"2.1","v":2.1},"sf"]
["Permeable Pavement Facility",6,"15%",null,"Permeable Pavement Facility615%",0.245,2.1,"sf"]
["Permeable Pavement Facility",6,"20%",null,"Permeable Pavement Facility620%",0.26,2.1,"sf"]
["Permeable Pavement Facility",6,"25%",null,"Permeable Pavement Facility625%",0.27500000000000002,2.1,"sf"]
["Permeable Pavement Facility",6,"30%",null,"Permeable Pavement Facility630%",0.29000000000000004,2.1,"sf"]
["Permeable Pavement Facility",6,"35%",null,"Permeable Pavement Facility635%",0.30499999999999999,2.1,"sf"]
["Permeable Pavement Facility",6,"40%",null,"Permeable Pavement Facility640%",0.32,2.1,"sf"]
["Permeable Pavement Facility",6,"45%",null,"Permeable Pavement Facility645%",0.33500000000000002,2.1,"sf"]
["Permeable Pavement Facility",6,"50%",null,"Permeable Pavement Facility650%",0.35,2.1,"sf"]
["Permeable Pavement Facility",6,"55%",null,"Permeable Pavement Facility655%",0.36499999999999999,2.1,"sf"]
["Permeable Pavement Facility",6,"60%",null,"Permeable Pavement Facility660%",0.38,2.1,"sf"]
["Permeable Pavement Facility",6,"65%",null,"Permeable Pavement Facility665%",0.39500000000000002,2.1,"sf"]
["Permeable Pavement Facility",6,"70%",null,"Permeable Pavement Facility670%",0.41000000000000003,2.1,"sf"]
["Permeable Pavement Facility",6,"75%",null,"Permeable Pavement Facility675%",0.42499999999999999,2.1,"sf"]
["Permeable Pavement Facility",6,"80%",null,"Permeable Pavement Facility680%",0.44,2.1,"sf"]
["Permeable Pavement Facility",6,"85%",null,"Permeable Pavement Facility685%",0.45500000000000002,2.1,"sf"]
["Permeable Pavement Facility",6,"90%",null,"Permeable Pavement Facility690%",0.47000000000000003,2.1,"sf"]
["Permeable Pavement Facility",6,"95%",null,"Permeable Pavement Facility695%",0.48499999999999999,2.1,"sf"]
["Permeable Pavement Facility",6,"100%",null,"Permeable Pavement Facility6100%",0.5,2.1,"sf"]
["Permeable Pavement Facility",12,"0%",null,"Permeable Pavement Facility120%",{"$f":"0.3*C131+0.2","v":0.2},{"$f":"2.1","v":2.1},"sf"]
["Permeable Pavement Facility",12,"5%",null,"Permeable Pavement Facility125%",{"$f":"0.3*C132+0.2","v":0.21500000000000002},{"$f":"2.1","v":2.1},"sf"]
["Permeable Pavement Facility",12,"10%",null,"Permeable Pavement Facility1210%",0.23,{"$f":"2.1","v":2.1},"sf"]
["Permeable Pavement Facility",12,"15%",null,"Permeable Pavement Facility1215%",0.245,2.1,"sf"]
["Permeable Pavement Facility",12,"20%",null,"Permeable Pavement Facility1220%",0.26,2.1,"sf"]
["Permeable Pavement Facility",12,"25%",null,"Permeable Pavement Facility1225%",0.27500000000000002,2.1,"sf"]
["Permeable Pavement Facility",12,"30%",null,"Permeable Pavement Facility1230%",0.29000000000000004,2.1,"sf"]
["Permeable Pavement Facility",12,"35%",null,"Permeable Pavement Facility1235%",0.30499999999999999,2.1,"sf"]
["Permeable Pavement Facility",12,"40%",null,"Permeable Pavement Facility1240%",0.32,2.1,"sf"]
["Permeable Pavement Facility",12,"45%",null,"Permeable Pavement Facility1245%",0.33500000000000002,2.1,"sf"]
["Permeable Pavement Facility",12,"50%",null,"Permeable Pavement Facility1250%",0.35,2.1,"sf"]
["Permeable Pavement Facility",12,"55%",null,"Permeable Pavement Facility1255%",0.36499999999999999,2.1,"sf"]
["Permeable Pavement Facility",12,"60%",null,"Permeable Pavement Facility1260%",0.38,2.1,"sf"]
["Permeable Pavement Facility",12,"65%",null,"Permeable Pavement Facility1265%",0.39500000000000002,2.1,"sf"]
["Permeable Pavement Facility",12,"70%",null,"Permeable Pavement Facility1270%",0.41000000000000003,2.1,"sf"]
["Permeable Pavement Facility",12,"75%",null,"Permeable Pavement Facility1275%",0.42499999999999999,2.1,"sf"]
["Permeable Pavement Facility",12,"80%",null,"Permeable Pavement Facility1280%",0.44,2.1,"sf"]
["Permeable Pavement Facility",12,"85%",null,"Permeable Pavement Facility1285%",0.45500000000000002,2.1,"sf"]
["Permeable Pavement Facility",12,"90%",null,"Permeable Pavement Facility1290%",0.47000000000000003,2.1,"sf"]
["Permeable Pavement Facility",12,"95%",null,"Permeable Pavement Facility1295%",0.48499999999999999,2.1,"sf"]
["Permeable Pavement Facility",12,"100%",null,"Permeable Pavement Facility12100%",0.5,2.1,"sf"]
["Permeable Pavement Surface",null,null,null,"Permeable Pavement Surface",1,{"$f":"2.1*(1+0.85)/2","v":1.9425000000000001},"sf"]
["Sheet Flow Dispersion",null,null,null,"Sheet Flow Dispersion",{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"2.1*0.768","v":1.6128}]
["Concentrated Dispersion",null,null,null,"Concentrated Dispersion",{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"2.1*0.768","v":1.6128}]
["Splashblock Downspout Dispersion",null,null,null,{"$f":"TRIM(CONCATENATE(A155,B155,C155,D155))","v":"Splashblock Downspout Dispersion"},{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"2.1*0.768","v":1.6128}]
["Trench Downspout Dispersion",null,null,null,"Trench Downspout Dispersion",{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"2.1*0.768","v":1.6128}]
["Non-Infiltrating Bioretention",2,"Sloped sides",null,"Non-Infiltrating Bioretention2Sloped sides",0.05,{"$f":"0.46*2.1","v":0.96600000000000008},"sf"]
["Non-Infiltrating Bioretention",2,"Vertical sides",null,"Non-Infiltrating Bioretention2Vertical sides",-999,{"$f":"NA()","v":{"$error":"#N/A"}},"sf"]
["Non-Infiltrating Bioretention",6,"Sloped sides",null,"Non-Infiltrating Bioretention6Sloped sides",3.9E-2,{"$f":"0.46*2.1","v":0.96600000000000008},"sf"]
["Non-Infiltrating Bioretention",6,"Vertical sides",null,"Non-Infiltrating Bioretention6Vertical sides",5.6000000000000001E-2,0.96600000000000008,"sf"]
["Non-Infiltrating Bioretention",12,"Sloped sides",null,"Non-Infiltrating Bioretention12Sloped sides",2.5999999999999999E-2,0.96600000000000008,"sf"]
["Non-Infiltrating Bioretention",12,"Vertical sides",null,"Non-Infiltrating Bioretention12Vertical sides",5.6000000000000001E-2,0.96600000000000008,"sf"]
["Vegetated Roof System","Single-Course",4,null,"Vegetated Roof SystemSingle-Course4",0.8,{"$f":"2.1*0.458","v":0.9618000000000001},"sf"]
["Vegetated Roof System","Multi-Course",4,null,"Vegetated Roof SystemMulti-Course4",0.8,{"$f":"2.1*0.458","v":0.9618000000000001},"sf"]
["Vegetated Roof System","Single-Course",8,null,"Vegetated Roof SystemSingle-Course8",0.8,{"$f":"2.1*0.458","v":0.9618000000000001},"sf"]
["Vegetated Roof System","Multi-Course",8,null,"Vegetated Roof SystemMulti-Course8",0.8,{"$f":"2.1*0.458","v":0.9618000000000001},"sf"]
["Perforated Stub-out Connection",null,null,null,"Perforated Stub-out Connection",{"$f":"NA()","v":{"$error":"#N/A"}},{"$f":"2.1*IF(InfRate<0.05,0.07,IF(InfRate<0.15,0.13,0.18))","v":0.14700000000000002},null,"From meghan modeling for perf stub outs 09/28/2015"]
["Single-family Residential Cisterns",0,null,null,"Single-family Residential Cisterns0",0,0,"sf"]
["Single-family Residential Cisterns",400,null,null,"Single-family Residential Cisterns400",3.5999999999999997E-2,{"$f":"2.1*0.95","v":1.9949999999999999},"min. 3 ft depth",{"$f":"RIGHT(H169,15)","v":"min. 3 ft depth"}]
["Single-family Residential Cisterns",500,null,null,"Single-family Residential Cisterns500",3.5999999999999997E-2,1.9949999999999999,"min. 3 ft depth"]
["Single-family Residential Cisterns",600,null,null,"Single-family Residential Cisterns600",3.5999999999999997E-2,1.9949999999999999,"min. 3 ft depth"]
["Single-family Residential Cisterns",700,null,null,"Single-family Residential Cisterns700",3.5999999999999997E-2,1.9949999999999999,"min. 3 ft depth"]
["Single-family Residential Cisterns",800,null,null,"Single-family Residential Cisterns800",2.8000000000000001E-2,1.9949999999999999,"min. 4 ft depth"]
["Single-family Residential Cisterns",900,null,null,"Single-family Residential Cisterns900",2.4E-2,1.9949999999999999,"min. 4 ft depth"]
["Single-family Residential Cisterns",1000,null,null,"Single-family Residential Cisterns1000",0.02,1.9949999999999999,"min. 4 ft depth"]
["Single-family Residential Cisterns",1100,null,null,"Single-family Residential Cisterns1100",1.7000000000000001E-2,1.9949999999999999,"in.. 4 ft depth"]
["Single-family Residential Cisterns",1200,null,null,"Single-family Residential Cisterns1200",1.4E-2,1.9949999999999999,"min. 4 ft depth"]
["Single-family Residential Cisterns",1300,null,null,"Single-family Residential Cisterns1300",1.4E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",1400,null,null,"Single-family Residential Cisterns1400",1.2999999999999999E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",1500,null,null,"Single-family Residential Cisterns1500",1.2999999999999999E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",1600,null,null,"Single-family Residential Cisterns1600",1.2999999999999999E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",1700,null,null,"Single-family Residential Cisterns1700",1.2999999999999999E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",1800,null,null,"Single-family Residential Cisterns1800",1.2999999999999999E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",1900,null,null,"Single-family Residential Cisterns1900",1.2E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",2000,null,null,"Single-family Residential Cisterns2000",1.6E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",2100,null,null,"Single-family Residential Cisterns2100",1.6E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",2200,null,null,"Single-family Residential Cisterns2200",1.6E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",2300,null,null,"Single-family Residential Cisterns2300",1.6E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",2400,null,null,"Single-family Residential Cisterns2400",1.6E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",2500,null,null,"Single-family Residential Cisterns2500",1.6E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",2600,null,null,"Single-family Residential Cisterns2600",1.6E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",2700,null,null,"Single-family Residential Cisterns2700",1.6E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",2800,null,null,"Single-family Residential Cisterns2800",1.6E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",2900,null,null,"Single-family Residential Cisterns2900",1.6E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",3000,null,null,"Single-family Residential Cisterns3000",1.9E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",3100,null,null,"Single-family Residential Cisterns3100",1.9E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",3200,null,null,"Single-family Residential Cisterns3200",1.9E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",3300,null,null,"Single-family Residential Cisterns3300",1.9E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",3400,null,null,"Single-family Residential Cisterns3400",1.9E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",3500,null,null,"Single-family Residential Cisterns3500",1.9E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",3600,null,null,"Single-family Residential Cisterns3600",1.9E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",3700,null,null,"Single-family Residential Cisterns3700",1.9E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",3800,null,null,"Single-family Residential Cisterns3800",1.9E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",3900,null,null,"Single-family Residential Cisterns3900",1.9E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",4000,null,null,"Single-family Residential Cisterns4000",1.9E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",4100,null,null,"Single-family Residential Cisterns4100",1.9E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",4200,null,null,"Single-family Residential Cisterns4200",1.9E-2,1.9949999999999999,"min. 5 ft depth"]
["Single-family Residential Cisterns",4201,null,null,"Single-family Residential Cisterns4201",{"$error":"#N/A"},0]
["New or Retained Trees","New Deciduous",null,null,"New or Retained TreesNew Deciduous",1E-10,{"$f":"20*2.1","v":42},"new trees"]
["New or Retained Trees","New Evergreen",null,null,"New or Retained TreesNew Evergreen",1E-10,{"$f":"50*2.1","v":105},"sf canopy"]
["New or Retained Trees","Retain Deciduous",null,null,"New or Retained TreesRetain Deciduous",1E-10,{"$f":"50*2.1","v":105},"new trees"]
["New or Retained Trees","Retain Evergreen",null,null,"New or Retained TreesRetain Evergreen",1E-10,{"$f":"100*2.1","v":210},"sf canopy"]
[]
[]
["Infeasibility Criteria Lists"]
["Full Dispersion","Infiltration Trench","Dry Well","Rain Garden","Infiltrating Bioretention","Rainwater Harvesting","Permeable Pavement Facility","Permeable Pavement Surface","Sheet Flow Dispersion","Concentrated Dispersion","Splashblock Downspout Dispersion","Trench Downspout Dispersion","Non-Infiltrating Bioretention","Vegetated Roof","Single Family Residential Cistern","Perforated Stub-out Connection","New or Retained Trees"]
["A licensed professional recommends dispersion not be used anywhere within project site due to reasonable concerns of erosion, slope failure, or flooding.",{"$f":"IF(AND('Project Summary'!Q70=\"No\",'Project Summary'!AA70=\"Site is mapped as \"\"infltr. investigation not required\"\"\"),\"Site is mapped as \"\"Infiltration investigation not required.\"\"\",IF('Project Summary'!Q72=\"No\",IF('Project Summary'!Y72=\"\",\"Infiltration on site is infeasible\",'Project Summary'!Y72),\"The measured infiltration rate is below 5 inches per hour.\"))","v":"The measured infiltration rate is below 5 inches per hour."},{"$f":"IF(AND('Project Summary'!Q70=\"No\",'Project Summary'!AA70=\"Site is mapped as \"\"infltr. investigation not required\"\"\"),\"Site is mapped as \"\"Infiltration investigation not required.\"\"\",IF('Project Summary'!Q72=\"No\",IF('Project Summary'!Y72=\"\",\"Infiltration on site is infeasible\",'Project Summary'!Y72),\"The measured infiltration rate is below 5 inches per hour.\"))","v":"The measured infiltration rate is below 5 inches per hour."},{"$f":"IF(AND('Project Summary'!Q70=\"No\",'Project Summary'!AA70=\"Site is mapped as \"\"infltr. investigation not required\"\"\"),\"Site is mapped as \"\"Infiltration investigation not required.\"\"\",IF('Project Summary'!Q72=\"No\",IF('Project Summary'!Y72=\"\",\"Infiltration on site is infeasible\",'Project Summary'!Y72),\"The measured infiltration rate is below 0.3 inches per hour.\"))","v":"The measured infiltration rate is below 0.3 inches per hour."},{"$f":"IF(AND('Project Summary'!Q70=\"No\",'Project Summary'!AA70=\"Site is mapped as \"\"infltr. investigation not required\"\"\"),\"Site is mapped as \"\"Infiltration investigation not required.\"\"\",IF('Project Summary'!Q72=\"No\",IF('Project Summary'!Y72=\"\",\"Infiltration on site is infeasible\",'Project Summary'!Y72),\"The measured infiltration rate is below 0.3 inches per hour.\"))","v":"The measured infiltration rate is below 0.3 inches per hour."},null,{"$f":"IF(AND('Project Summary'!Q70=\"No\",'Project Summary'!AA70=\"Site is mapped as \"\"infltr. investigation not required\"\"\"),\"Site is mapped as \"\"Infiltration investigation not required.\"\"\",IF('Project Summary'!Q72=\"No\",IF('Project Summary'!Y72=\"\",\"Infiltration on site is infeasible\",'Project Summary'!Y72),\"The measured infiltration rate is below 0.3 inches per hour.\"))","v":"The measured infiltration rate is below 0.3 inches per hour."},{"$f":"IF(AND('Project Summary'!Q70=\"No\",'Project Summary'!AA70=\"Site is mapped as \"\"infltr. investigation not required\"\"\"),\"Site is mapped as \"\"Infiltration investigation not required.\"\"\",IF('Project Summary'!Q72=\"No\",IF('Project Summary'!Y72=\"\",\"Infiltration on site is infeasible\",'Project Summary'!Y72),\"The measured infiltration rate is below 0.3 inches per hour.\"))","v":"The measured infiltration rate is below 0.3 inches per hour."},null,null,null,null,null,null,null,{"$f":"IF(AND('Project Summary'!Q70=\"No\",'Project Summary'!AA70=\"Site is mapped as \"\"infltr. investigation not required\"\"\"),\"Site is mapped as \"\"Infiltration investigation not required.\"\"\",IF('Project Summary'!Q72=\"No\",IF('Project Summary'!Y72=\"\",\"Infiltration on site is infeasible\",'Project Summary'!Y72),\"The measured infiltration rate is below 0.3 inches per hour.\"))","v":"The measured infiltration rate is below 0.3 inches per hour."}]
["1 The site has less than a 65 to 10 ratio of the native vegetation area to the impervious area.","1 Field testing indicates potential infiltration trench site(s) have a measured underlying soil infiltration rate less than 5 inches per hour (Volume 3, Section 5.4.2).","1 Field testing indicates potential drywell site(s) have a measured underlying soil infiltration rate less than 5 inches per hour (Volume 3, Section 5.4.3).","1 Field testing indicates soils have a measured underlying soil infiltration rate less than 0.3 inches per hour. ","1 Field testing indicates soils have a measured underlying soil infiltration rate less than 0.3 inches per hour.","1 Project lacks non-pollution-generating roof from which to harvest rainwater.","1 Field testing indicates soils have a measured underlying soil infiltration rate less than 0.3 inches per hour.","1 Field testing indicates soils have a measured underlying soil infiltration rate less than 0.3 inches per hour (Note: field infiltration tests are not required for permeable pavement surfaces, but must be used to demonstrate infeasibility).","1 Installation requires removal of an existing tree. ","1 Installation requires removal of an existing tree. ","1 Installation requires removal of an existing tree. ","1 Installation requires removal of an existing tree. ","1 Installation requires removal of an existing tree. ","1 Project does not include a roof.","1 Installation requires removal of an existing tree.","1 Installation requires removal of an existing tree. ","1 Installation requires removal of an existing tree. "]
["2 Installation requires removal of an existing tree. ","2 Infiltration is not recommended due to reasonable concerns about erosion, slope failure, or flooding.","2 Installation requires removal of an existing tree. ","2 Installation requires removal of an existing tree. ","2 Installation requires removal of an existing tree. ","2 Non-potable water demand is insufficient to meet the On-site Performance Standard per modeling conducted in accordance with Volume 3, Section 5.5.1.6.","2 Installation requires removal of an existing tree. ","2 Installation requires removal of an existing tree. ","2 Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09).","2 Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09).","2 Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09).","2 Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09).","2 Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09).","2 Roof design has a slope less than 1 degree (0.2:12) or greater than 10 degrees (2:12).","2 Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09).","2 Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09).","2 Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09)."]
["3 Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09).","3 Installation requires removal of an existing tree. ","3 Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09).","3 Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09).","3 Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09).","3 Installation is not economically feasible based on reasonable consideration of financial cost (e.g., roof area is less than 20,000 sf or the ratio of roof area to average daily rainwater demand is less than 10,000 square feet/gpm) (refer to Appendix H). Documentation is required. ","3 Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09).","3 Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09).","3 A licensed professional recommends dispersion not be used anywhere within project site due to reasonable concerns of erosion, slope failure, or flooding.","3 A licensed professional recommends dispersion not be used anywhere within project site due to reasonable concerns of erosion, slope failure, or flooding.","3 A licensed professional recommends dispersion not be used anywhere within project site due to reasonable concerns of erosion, slope failure, or flooding.","3 A licensed professional recommends dispersion not be used anywhere within project site due to reasonable concerns of erosion, slope failure, or flooding.","3 For projects in the right-of-way, the total bioretention top area (including the presettling zone) would be less than 500 square feet and the project discharges to: A designated receiving water body, or A combined system, or A capacity constrained system which does not drain to a creek wetland or small lake.","3 Installation is not economically feasible based on reasonable consideration of financial cost (refer to Appendix H). Documentation is required.","3 Project does not include non-pollution generating surfaces.","3 Infiltration is not recommended due to reasonable concerns about erosion, slope failure, or flooding.","3 The mature height, size, and/or rooting depth is not compatible with Medium and Large trees listed in the current Seattle Master Tree List."]
["4 A licensed professional recommends dispersion not be used anywhere within project site due to reasonable concerns of erosion, slope failure, or flooding.","4 Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09).","4 Infiltration is not recommended due to reasonable concerns about erosion, slope failure, or flooding.","4 Infiltration is not recommended due to reasonable concerns about erosion, slope failure, or flooding.","4 Infiltration is not recommended due to reasonable concerns about erosion, slope failure, or flooding.",null,"4 Infiltration is not recommended due to reasonable concerns about erosion, slope failure, or flooding.","4 Infiltrating or ponding water below pavement area would compromise adjacent pavements.","4 The dispersion flow path area does not provide positive drainage.","4 The dispersion flow path area does not provide positive drainage.","4 The dispersion flow path area does not provide positive drainage.","4 The dispersion flow path area does not provide positive drainage.","4 The minimum bottom width of the non-infiltrating bioretention facility (2 feet) cannot be met due to, but not limited to: encroachment within the critical root zone of an existing tree(s), minimum setbacks to structures / utilities, or project limits/planting strip too small.","4 This portion of the roof is an amenity area subject to pedestrian use (e.g. balcony, patio, walkway, pet runs, etc.).","4 The SFR cistern would be within restricted setbacks.","4 The area available for siting would threaten the safety or reliability of pre-existing underground utilities, pre-existing underground storage tanks, pre-existing structures, or pre-existing road or parking lot surfaces or subgrades."]
["5 The dispersion flow path area does not provide positive drainage.","5 The area available for siting would threaten the safety or reliability of pre-existing underground utilities, pre-existing underground storage tanks, pre-existing structures, or pre-existing road or parking lot surfaces or subgrades.","5 The area available for siting would threaten the safety or reliability of pre-existing underground utilities, pre-existing underground storage tanks, pre-existing structures, or pre-existing road or parking lot surfaces or subgrades.","5 The area available for siting would threaten the safety or reliability of pre-existing underground utilities, pre-existing underground storage tanks, pre-existing structures, or pre-existing road or parking lot surfaces or subgrades.","5 The area available for siting would threaten the safety or reliability of pre-existing underground utilities, pre-existing underground storage tanks, pre-existing structures, or pre-existing road or parking lot surfaces or subgrades.",null,"5 The area available for siting would threaten the safety or reliability of pre-existing underground utilities, pre-existing underground storage tanks, pre-existing structures, or pre-existing road or parking lot surfaces or subgrades.","5 Fill soils are used that can become unstable when saturated.","5 The dispersion flowpath area is within a landslide-prone area (SMC, Section 25.09.080).","5 The dispersion flowpath area is within a landslide-prone area (SMC, Section 25.09.080).","5 The dispersion flowpath area is within a landslide-prone area (SMC, Section 25.09.080).","5 The dispersion flowpath area is within a landslide-prone area (SMC, Section 25.09.080).","5 Minimum vertical and horizontal clearances from utilities are unachievable as required by utility owner.","5 This portion of the roof is completely covered with Solar Panels.",null,"5 The area available for siting would threaten shoreline structures such as bulkheads."]
["6 The dispersion flowpath area is within a landslide-prone area (SMC, Section 25.09.080).","6 The area available for siting would threaten shoreline structures such as bulkheads.","6 The area available for siting would threaten shoreline structures such as bulkheads.","6 The area available for siting would threaten shoreline structures such as bulkheads.","6 The area available for siting would threaten shoreline structures such as bulkheads.",null,"6 The area available for siting would threaten shoreline structures such as bulkheads.","6 The permeable pavement design does not provide sufficient strength to support heavy loads in areas with “industrial activity” as identified in 40 CFR 122.26(b)(14).","6 The dispersion flowpath area is within 100 feet of a contaminated site or landfill (active or closed).","6 The dispersion flowpath area is within 100 feet of a contaminated site or landfill (active or closed).","6 The dispersion flowpath area is within 100 feet of a contaminated site or landfill (active or closed).","6 The dispersion flowpath area is within 100 feet of a contaminated site or landfill (active or closed).","6 The facility would route underdrained water to a nutrient-critical receiving water. ","6 This portion of the roof is required for HVAC equipment and/or maintenance access ways (e.g. window washing, HVAC maintenance, etc.)",null,"6 Evaluation of infiltration is not required per the “Infiltration Investigation Map”."]
["7 The dispersion flowpath area is within 100 feet of a contaminated site or landfill (active or closed).","7 Evaluation of infiltration is not required per the “Infiltration Investigation Map”.","7 Evaluation of infiltration is not required per the “Infiltration Investigation Map”.","7 Evaluation of infiltration is not required per the “Infiltration Investigation Map”.","7 Evaluation of infiltration is not required per the “Infiltration Investigation Map”.",null,"7 Evaluation of infiltration is not required per the “Infiltration Investigation Map”.","7 The subgrade slope exceeds 6 percent after reasonable efforts to grade.","7 The dispersion flowpath area is in a steep slope area (SMC, Section 25.09.020) or within a setback to a steep slope area (calculated as 10 times the height of the steep slope to a 500 foot maximum setback).","7 The dispersion flowpath area is in a steep slope area (SMC, Section 25.09.020) or within a setback to a steep slope area (calculated as 10 times the height of the steep slope to a 500 foot maximum setback).","7 The dispersion flowpath area is in a steep slope area (SMC, Section 25.09.020) or within a setback to a steep slope area (calculated as 10 times the height of the steep slope to a 500 foot maximum setback).","7 The dispersion flowpath area is in a steep slope area (SMC, Section 25.09.020) or within a setback to a steep slope area (calculated as 10 times the height of the steep slope to a 500 foot maximum setback).","7 Runoff from this surface cannot be routed via a gravity system to the BMP.",null,null,"7 The area available for siting does not allow for overflow conveyance to an approved point of discharge per Section 4.3.2."]
["8 The dispersion flowpath area is in a steep slope area (SMC, Section 25.09.020) or within a setback to a steep slope area (calculated as 10 times the height of the steep slope to a 500 foot maximum setback).","8 The area available for siting does not allow for overflow conveyance to an approved point of discharge per Section 4.3.2.","8 The area available for siting does not allow for overflow conveyance to an approved point of discharge per Section 4.3.2.","8 The area available for siting does not allow for overflow conveyance to an approved point of discharge per Section 4.3.2.","8 The area available for siting does not allow for overflow conveyance to an approved point of discharge per Section 4.3.2.",null,"8 The area available for siting does not allow for overflow conveyance to an approved point of discharge per Section 4.3.2.","8 The permeable pavement wearing course slope exceeds 6 percent after reasonable efforts to grade.","8 The dispersion flowpath area is within 10 feet of a proposed or existing septic system or drainfield. ","8 The dispersion flowpath area is within 10 feet of a proposed or existing septic system or drainfield. ","8 The dispersion flowpath area is within 10 feet of a proposed or existing septic system or drainfield. ","8 The dispersion flowpath area is within 10 feet of a proposed or existing septic system or drainfield. ",null,null,null,"8 The area available for siting is within a steep slope area or land-slide prone area (or setback) (refer to Volume 3, Section 3.2)."]
["9 The dispersion flowpath area is within 10 feet of a proposed or existing septic system or drainfield. ","9 The area available for siting is within a steep slope area or land-slide prone area (or setback) (refer to Volume 3, Section 3.2).","9 The area available for siting is within a steep slope area or land-slide prone area (or setback) (refer to Volume 3, Section 3.2).","9 The area available for siting is within a steep slope area or land-slide prone area (or setback) (refer to Volume 3, Section 3.2).","9 The area available for siting is within a steep slope area or land-slide prone area (or setback) (refer to Volume 3, Section 3.2).",null,"9 The area available for siting is within a steep slope area or land-slide prone area (or setback) (refer to Volume 3, Section 3.2).","9 For projects in the right-of-way, the permeable pavement surface area would be less than 2,000 square feet of contiguous pavement and the project discharges to: A designated receiving water body, or A combined system, or A capacity constrained system which does not drain to a creek wetland or small lake.","9 The area to be dispersed (e.g., driveway, patio) exceeds a slope of 15 percent.","9 There are no concentrated flows to disperse.","9 There are no downspouts.","9 There are no downspouts.",null,null,null,"9 The area available for siting does not meet the minimum horizontal setback requirements (refer to Volume 3, Section 3.2)."]
["10 The minimum native vegetation flowpath length is less than 100 feet.","10 The area available for siting does not meet the minimum horizontal setback requirements (refer to Volume 3, Section 3.2).","10 The area available for siting does not meet the minimum horizontal setback requirements (refer to Volume 3, Section 3.2).","10 The area available for siting does not meet the minimum horizontal setback requirements (refer to Volume 3, Section 3.2).","10 The area available for siting does not meet the minimum horizontal setback requirements (refer to Volume 3, Section 3.2).",null,"10 The area available for siting does not meet the minimum horizontal setback requirements (refer to Volume 3, Section 3.2).","10 The anticipated mature tree spread (based on tree species) would overhang more than 50 percent of permeable pavement area.","10 The minimum vegetated flow path for sheet flow dispersion cannot be met. Note: A 10 foot flowpath is required to disperse runoff from a contributing flow length of up to 20 feet. An additional 10 feet of flow path is required for each additional 20 feet of contributing flow path or fraction thereof. Refer to Volume 3, Figure 5.5.","10 The minimum dispersion trench length of 10 feet cannot be met.","10 The vegetated flowpath is less than 50 feet.","10 The minimum dispersion trench length of 10 feet for every 700 square feet of drainage area cannot be met.",null,null,null,"10 The area available for siting does not meet the minimum vertical setback requirements (refer to Volume 3, Section 3.2, and Appendix D)."]
[null,"11 The area available for siting does not meet the minimum vertical setback requirements (refer to Volume 3, Section 3.2, and Appendix D).","11 The area available for siting does not meet the minimum vertical setback requirements (refer to Volume 3, Section 3.2, and Appendix D).","11 The area available for siting does not meet the minimum vertical setback requirements (refer to Volume 3, Section 3.2, and Appendix D).","11 The area available for siting does not meet the minimum vertical setback requirements (refer to Volume 3, Section 3.2, and Appendix D).",null,"11 The area available for siting does not meet the minimum vertical setback requirements (refer to Volume 3, Section 3.2, and Appendix D).","11 The pavement is over a structure, such as, but not limited to: parking garages, box culverts, and bridges.","11 The flowpath does not meet the minimum horizontal setback requirements to property lines, structures and other flowpaths (refer to Volume 3, Section 5.3.5).","11 The vegetated flow path for the dispersion trench is less than 25 feet","11 Greater than 700 square feet of surface area drains to the BMP.","11 The vegetated flowpath is less than 25 feet.",null,null,null,"11 Infiltration is restricted due to contaminated soil or groundwater (refer to Volume 3, Section 3.2)."]
[null,"12 Infiltration is restricted due to contaminated soil or groundwater (refer to Volume 3, Section 3.2).","12 Infiltration is restricted due to contaminated soil or groundwater (refer to Volume 3, Section 3.2).","12 Infiltration is restricted due to contaminated soil or groundwater (refer to Volume 3, Section 3.2).","12 Infiltration is restricted due to contaminated soil or groundwater (refer to Volume 3, Section 3.2).",null,"12 Infiltration is restricted due to contaminated soil or groundwater (refer to Volume 3, Section 3.2).","12 The pavement is subject to long-term excessive sediment deposition (e.g., construction and landscaping material yards).",null,"12 The vegetated flow path for a rock pad is less than 50 feet.","12 The flowpath does not meet the minimum horizontal setback requirements to property lines, structures and other flowpaths (refer to Volume 3, Section 5.3.3). ","12 The flowpath is within the setbacks to property lines, structures and other flowpaths (refer to Volume 3, Section 5.3.4).",null,null,null,"12 One or more of the infeasibility criteria for “All Infiltration BMPs” (Table C.1) apply."]
[null,"13 Where the site cannot be reasonably designed to locate a catch basin between the infiltration trench and point of connection to the public system.","13 Where the site cannot be reasonably designed to locate a catch basin between the drywell and point of connection to the public system.","13 For projects in the right-of-way, the total rain garden top area would be less than 500 square feet and the project discharges to: A designated receiving water body or, A combined system, or A capacity constrained system which does not drain to a creek wetland or small lake.","13 For projects in the right-of-way, the total bioretention top area (including the presettling zone) would be less than 500 square feet and the project discharges to: A designated receiving water body, or A combined system, or A capacity constrained system which does not drain to a creek wetland or small lake.",null,"13 Infiltrating or ponding water below pavement area would compromise adjacent pavements.","13 Underlying soils are unsuitable for supporting traffic loads when saturated (e.g., a residential access road has a California Bearing Ratio of 5 percent or less).",null,"13 Greater than 700 square feet of surface area drains to the BMP.",null,null,null,null,null,"13 The location for the perforated pipe portion of the system is under impervious or heavily compacted (e.g., driveways and parking areas) surfaces."]
[null,"14 Runoff from this surface cannot be routed via a gravity system to an infiltration trench.","14 Runoff from this surface cannot be routed via a gravity system to the BMP.","14 In the right-of-way, the longitudinal road slope exceeds 4 percent.","14 The infiltrating bioretention facility would have a linear geometry with a longitudinal slope greater than 8 percent.",null,"14 Fill soils are used that can become unstable when saturated.","14 Field testing indicates soils have a measured underlying soil infiltration rate less than 0.3 inches per hour.",null,"14 The flowpath does not meet the minimum horizontal setback requirements to property lines, structures and other flowpaths (refer to Volume 3, Section 5.3.6).",null,null,null,null,null,"14 The minimum perforated stub-out length of 10 feet per 5,000 square feet of contributing roof area cannot be met."]
[null,"15 Site is mapped as \"infltration investigation not required\"","15 Site is mapped as \"infltration investigation not required\"","15 The rain garden would have a linear geometry with a longitudinal slope greater than 8 percent.","15 The minimum bottom width of the infiltrating bioretention facility (2 feet for facilities with vertical sides and 18 inch average for facilities with sloped sides) cannot be met due to, but not limited to: encroachment within the critical root zone of an existing tree(s) or minimum setbacks to structures, utilities, or property lines.",null,"15 The permeable pavement design does not provide sufficient strength to support heavy loads in areas with “industrial activity” as identified in 40 CFR 122.26(b)(14).","15 Pavement is replacing an existing pollution-generating hard surface in the right-of-way.",null,null,null,null,null,null,null,"15 Where the site cannot be reasonably designed to locate a catch basin between the perforated stub-out and point of connection to the public system."]
[null,null,null,"16 The minimum bottom width of the rain garden (12 inch average) cannot be met due to, but not limited to: encroachment within the critical root zone of an existing tree(s) or minimum setbacks to structures, utilities, or property lines.","16 The infiltration area is within the minimum vertical and horizontal clearance from utilities, according to clearances required by the utility owner.",null,"16 The subgrade slope exceeds 6 percent after reasonable efforts to grade.","16 The street type is classified as arterial or collector rather than local access. Refer to RCW 35.78.010, RCW 36.86.070, and RCW 47.05.021. Note: This infeasibility criterion does not extend to sidewalks and other non-traffic bearing surfaces associated with the collector or arterial.",null,null,null,null,null,null,null,"16 Site is mapped as \"infltration investigation not required\""]
[null,null,null,"17 The infiltration area is within the minimum vertical or horizontal clearance from utilities, according to clearances required by the utility owner.","17 For soils with measured infiltration rates less than 0.6 inches per hour, but greater than or equal to 0.3 inches per hour, infiltrating bioretention with an underdrain is considered feasible, unless other infeasibility restrictions apply.",null,"17 The permeable pavement wearing course slope exceeds 6 percent after reasonable efforts to grade.","17 Streets that receive more than very low traffic volumes, and areas having more than very low truck traffic. Streets with a projected average daily traffic volume of 400 vehicles or less are very low volume roads (AASHTO, 2001)(U.S. Dept. of Transportation, 2013). Areas with very low truck traffic volumes are streets and other areas not subject to through truck traffic but may receive up to weekly use by utility trucks (e.g., garbage, recycling), daily school bus use, and multiple daily use by pick-up trucks, mail/parcel delivery trucks, and maintenance vehicles. Note: This infeasibility criterion does not extend to sidewalks and other non-traffic bearing surfaces."]
[null,null,null,"18 In the right-of-way, the planting strip width available for rain garden siting is less than 5 feet in width.","18 The facility with an underdrain would route underdrained water to a nutrient-critical receiving water.",null,"18 For projects in the right-of-way, the permeable pavement surface area would be less than 2,000 square feet of contiguous pavement and the project discharges to: A designated receiving water body, or A combined system, or A capacity constrained system which does not drain to a creek wetland or small lake.","18 The pavement area is defined as a “high use site” in SMC, Section 22.801.090."]
[null,null,null,"19 Runoff from this surface cannot be routed via a gravity system to the BMP.","19 In the right-of-way, installation requires a vertical walled facility. ",null,"19 The anticipated mature tree spread (based on tree species) would overhang more than 50 percent of permeable pavement area.","19 In areas with “industrial activity” as identified in 40 CFR 122.26(b)(14)."]
[null,null,null,"20 Site is mapped as \"infltration investigation not required\"","20 Runoff from this surface cannot be routed via a gravity system to the BMP.",null,"20 The pavement is over a structure, such as, but not limited to: parking garages, box culverts, and bridges.","20 Where the risk of concentrated pollutant spills is more likely, including, but not limited to, gas stations, truck stops, and industrial chemical storage sites."]
[null,null,null,null,"21 Site is mapped as \"infltration investigation not required\"",null,"21 The pavement is subject to long-term excessive sediment deposition (e.g., construction and landscaping material yards).","21 In areas where routine, heavy roadway applications of sand occur in frequent snow zones to maintain traction during weeks of snow and ice accumulation, including sidewalks within 7 feet of roadways with sand application."]
[null,null,null,null,null,null,"22 Underlying soils are unsuitable for supporting traffic loads when saturated (e.g., a residential access road has a California Bearing Ratio of 5 percent or less).","22 Where runon from unstabilized erodible areas would occur without presettling."]
[null,null,null,null,null,null,"23 Pavement is replacing an existing pollution-generating hard surface in the right-of-way.","23 The areas contributing runoff to the permeable pavement facilities exceed the maximum run-on limits: Pollution-generating impervious surfaces (e.g., roadways, parking lots) exceed the maximum run-on area ratio of 2:1, Non-pollution generating impervious surfaces (e.g., roofs, sidewalks) and stabilized pervious surfaces exceed the maximum run-on area ratio of 5:1"]
[null,null,null,null,null,null,"24 The street type is classified as arterial or collector rather than local access. Refer to RCW 35.78.010, RCW 36.86.070, and RCW 47.05.021. Note: This infeasibility criterion does not extend to sidewalks and other non-traffic bearing surfaces associated with the collector or arterial.","24 The site is a contaminated site or abandoned landfill."]
[null,null,null,null,null,null,"25 Streets that receive more than very low traffic volumes, and areas having more than very low truck traffic. Streets with a projected average daily traffic volume of 400 vehicles or less are very low volume roads (AASHTO, 2001)(U.S. Dept. of Transportation, 2013). Areas with very low truck traffic volumes are streets and other areas not subject to through truck traffic but may receive up to weekly use by utility trucks (e.g., garbage, recycling), daily school bus use, and multiple daily use by pick-up trucks, mail/parcel delivery trucks, and maintenance vehicles. Note: This infeasibility criterion does not extend to sidewalks and other non-traffic bearing surfaces.","25 Installation is within 10 feet of an underground storage tank or connecting underground pipes. (Applicable to tanks used to store petroleum products, chemicals, or liquid hazardous wastes)."]
[null,null,null,null,null,null,"26 The pavement area is defined as a “high use site” in SMC, Section 22.801.090.","26 Run-on from an adjacent impervious area is greater than 10 percent of the permeable pavement surface area."]
[null,null,null,null,null,null,"27 In areas with “industrial activity” as identified in 40 CFR 122.26(b)(14).","27 A licensed professional (as defined in Appendix D, Section D-1) recommends permeable pavement not be used anywhere within the project site due to reasonable concerns of erosion, slope failure, or flooding (requires a signed and stamped written determination based on site-specific conditions from a licensed professional)."]
[null,null,null,null,null,null,"28 Where the risk of concentrated pollutant spills is more likely, including, but not limited to, gas stations, truck stops, and industrial chemical storage sites."]
[null,null,null,null,null,null,"29 In areas where routine, heavy roadway applications of sand occur in frequent snow zones to maintain traction during weeks of snow and ice accumulation, including sidewalks within 7 feet of roadways with sand application."]
[null,null,null,null,null,null,"30 Where runon from unstabilized erodible areas would occur without presettling."]
[null,null,null,null,null,null,"31 The areas contributing runoff to the permeable pavement facilities exceed the maximum run-on limits: Pollution-generating impervious surfaces (e.g., roadways, parking lots) exceed the maximum run-on area ratio of 2:1, Non-pollution generating impervious surfaces (e.g., roofs, sidewalks) and stabilized pervious surfaces exceed the maximum run-on area ratio of 5:1"]
[null,null,null,null,null,null,"32 Site is mapped as \"infltration investigation not required\""]

{"sheet":"log","index":7,"n_rows":0,"n_cols":0,"rows_kept":0,"cut":false,"hidden":true,"merged":[]}

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["On-site Stormwater Management - List Approach Calculator"]
["BMP Modeling"]
[{"$f":"Version","v":"Version 07-28-2017"}]
[]
[null,"For the On-Site Performance Standard the modeling approach for each BMP design shall be applied. Refer to Section 4.1.3 and Appendix F in the Seattle Stormwater Manual for modeling requirements and guidelines."]
[]
[]
["Surface",null,null,"Contributing Area (sf)",null,null,null,"BMP",null,null,null,null,null,null,"Facility Size",null,null,null,null,null,null,"Total Volume Infiltrated*",null,null,null,null,null,null,"Describe BMP configuration and modeling assumptions"]
[]
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[]
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[]
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[]
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[]
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[]
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[]
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[]
[null,20,null,{"$f":"IFERROR(INDEX('Project Summary'!$W$83:$W$84,MATCH(B48,'Project Summary'!$AS$83:$AS$84,0)),\"\")","v":""},null,null,null,{"$f":"IFERROR(INDEX('Project Summary'!$AT$83:$AT$84,MATCH(B48,'Project Summary'!$AS$83:$AS$84,0)),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(IF(INDEX(Lookup!$H$90:$H$212,MATCH(H48,Lookup!$A$90:$A$212,0))=0,\"\",INDEX(Lookup!$H$90:$H$212,MATCH(H48,Lookup!$A$90:$A$212,0))),\"\")","v":""},null,null,null,null,null,null,{"$f":"IF(D48=\"\",\"\",\"cf\")","v":""}]
[]
[null,"* Total volume infiltrated over a 158-year continuous runoff model simulation in cubic feet. The calculator will conver this to gallons per year on the Project Summary tab."]

{"sheet":"Infeasibility Criteria","index":9,"n_rows":249,"n_cols":11,"rows_kept":249,"cut":false,"hidden":false,"merged":[[0,0,0,3]]}
["On-site Stormwater Management - List Approach Calculator"]
[null,null,"Infeasibility Criteria"]
[{"$f":"Version","v":"Version 07-28-2017"}]
[]
["Infeasibility Criteria"]
[null,"Full Dispersion"]
[null,1,"The site has less than a 65 to 10 ratio of the native vegetation area to the impervious area."]
[null,2,"Installation requires removal of an existing tree. "]
[null,3,"Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09)."]
[null,4,"A licensed professional recommends dispersion not be used anywhere within project site due to reasonable concerns of erosion, slope failure, or flooding."]
[null,5,"The dispersion flow path area does not provide positive drainage."]
[null,6,"The dispersion flowpath area is within a landslide-prone area (SMC, Section 25.09.080)."]
[null,7,"The dispersion flowpath area is within 100 feet of a contaminated site or landfill (active or closed)."]
[null,8,"The dispersion flowpath area is in a steep slope area (SMC, Section 25.09.020) or within a setback to a steep slope area (calculated as 10 times the height of the steep slope to a 500 foot maximum setback)."]
[null,9,"The dispersion flowpath area is within 10 feet of a proposed or existing septic system or drainfield. "]
[null,10,"The minimum native vegetation flowpath length is less than 100 feet."]
[null,"Infiltration Trench"]
[null,1,"Field testing indicates potential infiltration trench site(s) have a measured underlying soil infiltration rate less than 5 inches per hour (Volume 3, Section 5.4.2)."]
[null,2,"Infiltration is not recommended due to reasonable concerns about erosion, slope failure, or flooding."]
[null,3,"Installation requires removal of an existing tree. "]
[null,4,"Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09)."]
[null,5,"The area available for siting would threaten the safety or reliability of pre-existing underground utilities, pre-existing underground storage tanks, pre-existing structures, or pre-existing road or parking lot surfaces or subgrades."]
[null,6,"The area available for siting would threaten shoreline structures such as bulkheads."]
[null,7,"Evaluation of infiltration is not required per the “Infiltration Investigation Map”."]
[null,8,"The area available for siting does not allow for overflow conveyance to an approved point of discharge per Section 4.3.2."]
[null,9,"The area available for siting is within a steep slope area or land-slide prone area (or setback) (refer to Volume 3, Section 3.2)."]
[null,10,"The area available for siting does not meet the minimum horizontal setback requirements (refer to Volume 3, Section 3.2)."]
[null,11,"The area available for siting does not meet the minimum vertical setback requirements (refer to Volume 3, Section 3.2, and Appendix D)."]
[null,12,"Infiltration is restricted due to contaminated soil or groundwater (refer to Volume 3, Section 3.2)."]
[null,13,"Where the site cannot be reasonably designed to locate a catch basin between the infiltration trench and point of connection to the public system."]
[null,14,"Runoff from this surface cannot be routed via a gravity system to the BMP."]
[null,"Drywell"]
[null,1,"Field testing indicates potential drywell site(s) have a measured underlying soil infiltration rate less than 5 inches per hour (Volume 3, Section 5.4.3)."]
[null,2,"Installation requires removal of an existing tree. "]
[null,3,"Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09)."]
[null,4,"Infiltration is not recommended due to reasonable concerns about erosion, slope failure, or flooding."]
[null,5,"The area available for siting would threaten the safety or reliability of pre-existing underground utilities, pre-existing underground storage tanks, pre-existing structures, or pre-existing road or parking lot surfaces or subgrades."]
[null,6,"The area available for siting would threaten shoreline structures such as bulkheads."]
[null,7,"Evaluation of infiltration is not required per the “Infiltration Investigation Map”."]
[null,8,"The area available for siting does not allow for overflow conveyance to an approved point of discharge per Section 4.3.2."]
[null,9,"The area available for siting is within a steep slope area or land-slide prone area (or setback) (refer to Volume 3, Section 3.2)."]
[null,10,"The area available for siting does not meet the minimum horizontal setback requirements (refer to Volume 3, Section 3.2)."]
[null,11,"The area available for siting does not meet the minimum vertical setback requirements (refer to Volume 3, Section 3.2, and Appendix D)."]
[null,12,"Infiltration is restricted due to contaminated soil or groundwater (refer to Volume 3, Section 3.2)."]
[null,13,"Where the site cannot be reasonably designed to locate a catch basin between the drywell and point of connection to the public system."]
[null,14,"Runoff from this surface cannot be routed via a gravity system to the BMP."]
[null,"Rain Garden"]
[null,1,"Field testing indicates soils have a measured underlying soil infiltration rate less than 0.3 inches per hour. "]
[null,2,"Installation requires removal of an existing tree. "]
[null,3,"Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09)."]
[null,4,"Infiltration is not recommended due to reasonable concerns about erosion, slope failure, or flooding."]
[null,5,"The area available for siting would threaten the safety or reliability of pre-existing underground utilities, pre-existing underground storage tanks, pre-existing structures, or pre-existing road or parking lot surfaces or subgrades."]
[null,6,"The area available for siting would threaten shoreline structures such as bulkheads."]
[null,7,"Evaluation of infiltration is not required per the “Infiltration Investigation Map”."]
[null,8,"The area available for siting does not allow for overflow conveyance to an approved point of discharge per Section 4.3.2."]
[null,9,"The area available for siting is within a steep slope area or land-slide prone area (or setback) (refer to Volume 3, Section 3.2)."]
[null,10,"The area available for siting does not meet the minimum horizontal setback requirements (refer to Volume 3, Section 3.2)."]
[null,11,"The area available for siting does not meet the minimum vertical setback requirements (refer to Volume 3, Section 3.2, and Appendix D)."]
[null,12,"Infiltration is restricted due to contaminated soil or groundwater (refer to Volume 3, Section 3.2)."]
[null,13,"For projects in the right-of-way, the total rain garden top area would be less than 500 square feet and the project discharges to: A designated receiving water body or, A combined system, or A capacity constrained system which does not drain to a creek wetland or small lake."]
[null,14,"In the right-of-way, the longitudinal road slope exceeds 4 percent."]
[null,15,"The rain garden would have a linear geometry with a longitudinal slope greater than 8 percent."]
[null,16,"The minimum bottom width of the rain garden (12 inch average) cannot be met due to, but not limited to: encroachment within the critical root zone of an existing tree(s) or minimum setbacks to structures, utilities, or property lines."]
[null,17,"The infiltration area is within the minimum vertical or horizontal clearance from utilities, according to clearances required by the utility owner."]
[null,18,"In the right-of-way, the planting strip width available for rain garden siting is less than 5 feet in width."]
[null,19,"Runoff from this surface cannot be routed via a gravity system to the BMP."]
[null,"Infiltrating Bioretention"]
[null,1,"Field testing indicates soils have a measured underlying soil infiltration rate less than 0.3 inches per hour."]
[null,2,"Installation requires removal of an existing tree. "]
[null,3,"Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09)."]
[null,4,"Infiltration is not recommended due to reasonable concerns about erosion, slope failure, or flooding."]
[null,5,"The area available for siting would threaten the safety or reliability of pre-existing underground utilities, pre-existing underground storage tanks, pre-existing structures, or pre-existing road or parking lot surfaces or subgrades."]
[null,6,"The area available for siting would threaten shoreline structures such as bulkheads."]
[null,7,"Evaluation of infiltration is not required per the “Infiltration Investigation Map”."]
[null,8,"The area available for siting does not allow for overflow conveyance to an approved point of discharge per Section 4.3.2."]
[null,9,"The area available for siting is within a steep slope area or land-slide prone area (or setback) (refer to Volume 3, Section 3.2)."]
[null,10,"The area available for siting does not meet the minimum horizontal setback requirements (refer to Volume 3, Section 3.2)."]
[null,11,"The area available for siting does not meet the minimum vertical setback requirements (refer to Volume 3, Section 3.2, and Appendix D)."]
[null,12,"Infiltration is restricted due to contaminated soil or groundwater (refer to Volume 3, Section 3.2)."]
[null,13,"For projects in the right-of-way, the total bioretention top area (including the presettling zone) would be less than 500 square feet and the project discharges to: A designated receiving water body, or A combined system, or A capacity constrained system which does not drain to a creek wetland or small lake."]
[null,14,"The infiltrating bioretention facility would have a linear geometry with a longitudinal slope greater than 8 percent."]
[null,15,"The minimum bottom width of the infiltrating bioretention facility (2 feet for facilities with vertical sides and 18 inch average for facilities with sloped sides) cannot be met due to, but not limited to: encroachment within the critical root zone of an existing tree(s) or minimum setbacks to structures, utilities, or property lines."]
[null,16,"The infiltration area is within the minimum vertical and horizontal clearance from utilities, according to clearances required by the utility owner."]
[null,17,"For soils with measured infiltration rates less than 0.6 inches per hour, but greater than or equal to 0.3 inches per hour, infiltrating bioretention with an underdrain is considered feasible, unless other infeasibility restrictions apply."]
[null,18,"The facility with an underdrain would route underdrained water to a nutrient-critical receiving water."]
[null,19,"In the right-of-way, installation requires a vertical walled facility. "]
[null,20,"Runoff from this surface cannot be routed via a gravity system to the BMP."]
[null,"Rainwater Harvesting"]
[null,1,"Project lacks non-pollution-generating roof from which to harvest rainwater."]
[null,2,"Non-potable water demand is insufficient to meet the On-site Performance Standard per modeling conducted in accordance with Volume 3, Section 5.5.1.6."]
[null,3,"Installation is not economically feasible based on reasonable consideration of financial cost (e.g., roof area is less than 20,000 sf or the ratio of roof area to average daily rainwater demand is less than 10,000 square feet/gpm) (refer to Appendix H). Documentation is required. "]
[null,"Permeable Pavement Facility"]
[null,1,"Field testing indicates soils have a measured underlying soil infiltration rate less than 0.3 inches per hour."]
[null,2,"Installation requires removal of an existing tree. "]
[null,3,"Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09)."]
[null,4,"Infiltration is not recommended due to reasonable concerns about erosion, slope failure, or flooding."]
[null,5,"The area available for siting would threaten the safety or reliability of pre-existing underground utilities, pre-existing underground storage tanks, pre-existing structures, or pre-existing road or parking lot surfaces or subgrades."]
[null,6,"The area available for siting would threaten shoreline structures such as bulkheads."]
[null,7,"Evaluation of infiltration is not required per the “Infiltration Investigation Map”."]
[null,8,"The area available for siting does not allow for overflow conveyance to an approved point of discharge per Section 4.3.2."]
[null,9,"The area available for siting is within a steep slope area or land-slide prone area (or setback) (refer to Volume 3, Section 3.2)."]
[null,10,"The area available for siting does not meet the minimum horizontal setback requirements (refer to Volume 3, Section 3.2)."]
[null,11,"The area available for siting does not meet the minimum vertical setback requirements (refer to Volume 3, Section 3.2, and Appendix D)."]
[null,12,"Infiltration is restricted due to contaminated soil or groundwater (refer to Volume 3, Section 3.2)."]
[null,13,"Infiltrating or ponding water below pavement area would compromise adjacent pavements."]
[null,14,"Fill soils are used that can become unstable when saturated."]
[null,15,"The permeable pavement design does not provide sufficient strength to support heavy loads in areas with “industrial activity” as identified in 40 CFR 122.26(b)(14)."]
[null,16,"The subgrade slope exceeds 6 percent after reasonable efforts to grade."]
[null,17,"The permeable pavement wearing course slope exceeds 6 percent after reasonable efforts to grade."]
[null,18,"For projects in the right-of-way, the permeable pavement surface area would be less than 2,000 square feet of contiguous pavement and the project discharges to: A designated receiving water body, or A combined system, or A capacity constrained system which does not drain to a creek wetland or small lake."]
[null,19,"The anticipated mature tree spread (based on tree species) would overhang more than 50 percent of permeable pavement area."]
[null,20,"The pavement is over a structure, such as, but not limited to: parking garages, box culverts, and bridges."]
[null,21,"The pavement is subject to long-term excessive sediment deposition (e.g., construction and landscaping material yards)."]
[null,22,"Underlying soils are unsuitable for supporting traffic loads when saturated (e.g., a residential access road has a California Bearing Ratio of 5 percent or less)."]
[null,23,"Pavement is replacing an existing pollution-generating hard surface in the right-of-way."]
[null,24,"The street type is classified as arterial or collector rather than local access. Refer to RCW 35.78.010, RCW 36.86.070, and RCW 47.05.021. Note: This infeasibility criterion does not extend to sidewalks and other non-traffic bearing surfaces associated with the collector or arterial."]
[null,25,"Streets that receive more than very low traffic volumes, and areas having more than very low truck traffic. Streets with a projected average daily traffic volume of 400 vehicles or less are very low volume roads (AASHTO, 2001)(U.S. Dept. of Transportation, 2013). Areas with very low truck traffic volumes are streets and other areas not subject to through truck traffic but may receive up to weekly use by utility trucks (e.g., garbage, recycling), daily school bus use, and multiple daily use by pick-up trucks, mail/parcel delivery trucks, and maintenance vehicles. Note: This infeasibility criterion does not extend to sidewalks and other non-traffic bearing surfaces."]
[null,26,"The pavement area is defined as a “high use site” in SMC, Section 22.801.090."]
[null,27,"In areas with “industrial activity” as identified in 40 CFR 122.26(b)(14)."]
[null,28,"Where the risk of concentrated pollutant spills is more likely, including, but not limited to, gas stations, truck stops, and industrial chemical storage sites."]
[null,29,"In areas where routine, heavy roadway applications of sand occur in frequent snow zones to maintain traction during weeks of snow and ice accumulation, including sidewalks within 7 feet of roadways with sand application."]
[null,30,"Where runon from unstabilized erodible areas would occur without presettling."]
[null,31,"The areas contributing runoff to the permeable pavement facilities exceed the maximum run-on limits: Pollution-generating impervious surfaces (e.g., roadways, parking lots) exceed the maximum run-on area ratio of 2:1, Non-pollution generating impervious surfaces (e.g., roofs, sidewalks) and stabilized pervious surfaces exceed the maximum run-on area ratio of 5:1"]
[null,32,"Site is mapped as \"infltration investigation not required\""]
[null,"Permeable Pavement Surface"]
[null,1,"Field testing indicates soils have a measured underlying soil infiltration rate less than 0.3 inches per hour (Note: field infiltration tests are not required for permeable pavement surfaces, but must be used to demonstrate infeasibility)."]
[null,2,"Installation requires removal of an existing tree. "]
[null,3,"Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09)."]
[null,4,"Infiltrating or ponding water below pavement area would compromise adjacent pavements."]
[null,5,"Fill soils are used that can become unstable when saturated."]
[null,6,"The permeable pavement design does not provide sufficient strength to support heavy loads in areas with “industrial activity” as identified in 40 CFR 122.26(b)(14)."]
[null,7,"The subgrade slope exceeds 6 percent after reasonable efforts to grade."]
[null,8,"The permeable pavement wearing course slope exceeds 6 percent after reasonable efforts to grade."]
[null,9,"For projects in the right-of-way, the permeable pavement surface area would be less than 2,000 square feet of contiguous pavement and the project discharges to: A designated receiving water body, or A combined system, or A capacity constrained system which does not drain to a creek wetland or small lake."]
[null,10,"The anticipated mature tree spread (based on tree species) would overhang more than 50 percent of permeable pavement area."]
[null,11,"The pavement is over a structure, such as, but not limited to: parking garages, box culverts, and bridges."]
[null,12,"The pavement is subject to long-term excessive sediment deposition (e.g., construction and landscaping material yards)."]
[null,13,"Underlying soils are unsuitable for supporting traffic loads when saturated (e.g., a residential access road has a California Bearing Ratio of 5 percent or less)."]
[null,14,"Field testing indicates soils have a measured underlying soil infiltration rate less than 0.3 inches per hour."]
[null,15,"Pavement is replacing an existing pollution-generating hard surface in the right-of-way."]
[null,16,"The street type is classified as arterial or collector rather than local access. Refer to RCW 35.78.010, RCW 36.86.070, and RCW 47.05.021. Note: This infeasibility criterion does not extend to sidewalks and other non-traffic bearing surfaces associated with the collector or arterial."]
[null,17,"Streets that receive more than very low traffic volumes, and areas having more than very low truck traffic. Streets with a projected average daily traffic volume of 400 vehicles or less are very low volume roads (AASHTO, 2001)(U.S. Dept. of Transportation, 2013). Areas with very low truck traffic volumes are streets and other areas not subject to through truck traffic but may receive up to weekly use by utility trucks (e.g., garbage, recycling), daily school bus use, and multiple daily use by pick-up trucks, mail/parcel delivery trucks, and maintenance vehicles. Note: This infeasibility criterion does not extend to sidewalks and other non-traffic bearing surfaces."]
[null,18,"The pavement area is defined as a “high use site” in SMC, Section 22.801.090."]
[null,19,"In areas with “industrial activity” as identified in 40 CFR 122.26(b)(14)."]
[null,20,"Where the risk of concentrated pollutant spills is more likely, including, but not limited to, gas stations, truck stops, and industrial chemical storage sites."]
[null,21,"In areas where routine, heavy roadway applications of sand occur in frequent snow zones to maintain traction during weeks of snow and ice accumulation, including sidewalks within 7 feet of roadways with sand application."]
[null,22,"Where runon from unstabilized erodible areas would occur without presettling."]
[null,23,"The areas contributing runoff to the permeable pavement facilities exceed the maximum run-on limits: Pollution-generating impervious surfaces (e.g., roadways, parking lots) exceed the maximum run-on area ratio of 2:1, Non-pollution generating impervious surfaces (e.g., roofs, sidewalks) and stabilized pervious surfaces exceed the maximum run-on area ratio of 5:1"]
[null,24,"The site is a contaminated site or abandoned landfill."]
[null,25,"Installation is within 10 feet of an underground storage tank or connecting underground pipes. (Applicable to tanks used to store petroleum products, chemicals, or liquid hazardous wastes)."]
[null,26,"Run-on from an adjacent impervious area is greater than 10 percent of the permeable pavement surface area."]
[null,27,"A licensed professional (as defined in Appendix D, Section D-1) recommends permeable pavement not be used anywhere within the project site due to reasonable concerns of erosion, slope failure, or flooding (requires a signed and stamped written determination based on site-specific conditions from a licensed professional)."]
[null,"Sheet Flow Dispersion"]
[null,1,"Installation requires removal of an existing tree. "]
[null,2,"Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09)."]
[null,3,"A licensed professional recommends dispersion not be used anywhere within project site due to reasonable concerns of erosion, slope failure, or flooding."]
[null,4,"The dispersion flow path area does not provide positive drainage."]
[null,5,"The dispersion flowpath area is within a landslide-prone area (SMC, Section 25.09.080)."]
[null,6,"The dispersion flowpath area is within 100 feet of a contaminated site or landfill (active or closed)."]
[null,7,"The dispersion flowpath area is in a steep slope area (SMC, Section 25.09.020) or within a setback to a steep slope area (calculated as 10 times the height of the steep slope to a 500 foot maximum setback)."]
[null,8,"The dispersion flowpath area is within 10 feet of a proposed or existing septic system or drainfield. "]
[null,9,"The area to be dispersed (e.g., driveway, patio) exceeds a slope of 15 percent."]
[null,10,"The minimum vegetated flow path for sheet flow dispersion cannot be met. Note: A 10 foot flowpath is required to disperse runoff from a contributing flow length of up to 20 feet. An additional 10 feet of flow path is required for each additional 20 feet of contributing flow path or fraction thereof. Refer to Volume 3, Figure 5.5."]
[null,11,"The flowpath does not meet the minimum horizontal setback requirements to property lines, structures and other flowpaths (refer to Volume 3, Section 5.3.5)."]
[null,"Concentrated Dispersion"]
[null,1,"Installation requires removal of an existing tree. "]
[null,2,"Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09)."]
[null,3,"A licensed professional recommends dispersion not be used anywhere within project site due to reasonable concerns of erosion, slope failure, or flooding."]
[null,4,"The dispersion flow path area does not provide positive drainage."]
[null,5,"The dispersion flowpath area is within a landslide-prone area (SMC, Section 25.09.080)."]
[null,6,"The dispersion flowpath area is within 100 feet of a contaminated site or landfill (active or closed)."]
[null,7,"The dispersion flowpath area is in a steep slope area (SMC, Section 25.09.020) or within a setback to a steep slope area (calculated as 10 times the height of the steep slope to a 500 foot maximum setback)."]
[null,8,"The dispersion flowpath area is within 10 feet of a proposed or existing septic system or drainfield. "]
[null,9,"There are no concentrated flows to disperse."]
[null,10,"The minimum dispersion trench length of 10 feet cannot be met."]
[null,11,"The vegetated flow path for the dispersion trench is less than 25 feet"]
[null,12,"The vegetated flow path for a rock pad is less than 50 feet."]
[null,13,"Greater than 700 square feet of surface area drains to the BMP."]
[null,14,"The flowpath does not meet the minimum horizontal setback requirements to property lines, structures and other flowpaths (refer to Volume 3, Section 5.3.6)."]
[null,"Splashblock Downspout Dispersion"]
[null,1,"Installation requires removal of an existing tree. "]
[null,2,"Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09)."]
[null,3,"A licensed professional recommends dispersion not be used anywhere within project site due to reasonable concerns of erosion, slope failure, or flooding."]
[null,4,"The dispersion flow path area does not provide positive drainage."]
[null,5,"The dispersion flowpath area is within a landslide-prone area (SMC, Section 25.09.080)."]
[null,6,"The dispersion flowpath area is within 100 feet of a contaminated site or landfill (active or closed)."]
[null,7,"The dispersion flowpath area is in a steep slope area (SMC, Section 25.09.020) or within a setback to a steep slope area (calculated as 10 times the height of the steep slope to a 500 foot maximum setback)."]
[null,8,"The dispersion flowpath area is within 10 feet of a proposed or existing septic system or drainfield. "]
[null,9,"There are no downspouts."]
[null,10,"The vegetated flowpath is less than 50 feet."]
[null,11,"Greater than 700 square feet of surface area drains to the BMP."]
[null,12,"The flowpath does not meet the minimum horizontal setback requirements to property lines, structures and other flowpaths (refer to Volume 3, Section 5.3.3). "]
[null,"Trench Downspout Dispersion"]
[null,1,"Installation requires removal of an existing tree. "]
[null,2,"Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09)."]
[null,3,"A licensed professional recommends dispersion not be used anywhere within project site due to reasonable concerns of erosion, slope failure, or flooding."]
[null,4,"The dispersion flow path area does not provide positive drainage."]
[null,5,"The dispersion flowpath area is within a landslide-prone area (SMC, Section 25.09.080)."]
[null,6,"The dispersion flowpath area is within 100 feet of a contaminated site or landfill (active or closed)."]
[null,7,"The dispersion flowpath area is in a steep slope area (SMC, Section 25.09.020) or within a setback to a steep slope area (calculated as 10 times the height of the steep slope to a 500 foot maximum setback)."]
[null,8,"The dispersion flowpath area is within 10 feet of a proposed or existing septic system or drainfield. "]
[null,9,"There are no downspouts."]
[null,10,"The minimum dispersion trench length of 10 feet for every 700 square feet of drainage area cannot be met."]
[null,11,"The vegetated flowpath is less than 25 feet."]
[null,12,"The flowpath is within the setbacks to property lines, structures and other flowpaths (refer to Volume 3, Section 5.3.4)."]
[null,"Non-infiltrating Bioretention"]
[null,1,"Installation requires removal of an existing tree. "]
[null,2,"Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09)."]
[null,3,"For projects in the right-of-way, the total bioretention top area (including the presettling zone) would be less than 500 square feet and the project discharges to: A designated receiving water body, or A combined system, or A capacity constrained system which does not drain to a creek wetland or small lake."]
[null,4,"The minimum bottom width of the non-infiltrating bioretention facility (2 feet) cannot be met due to, but not limited to: encroachment within the critical root zone of an existing tree(s), minimum setbacks to structures / utilities, or project limits/planting strip too small."]
[null,5,"Minimum vertical and horizontal clearances from utilities are unachievable as required by utility owner."]
[null,6,"The facility would route underdrained water to a nutrient-critical receiving water. "]
[null,7,"Runoff from this surface cannot be routed via a gravity system to the BMP."]
[null,"Vegetated Roof"]
[null,1,"Project does not include a roof."]
[null,2,"Roof design has a slope less than 1 degree (0.2:12) or greater than 10 degrees (2:12)."]
[null,3,"Installation is not economically feasible based on reasonable consideration of financial cost (refer to Appendix H). Documentation is required."]
[null,4,"This portion of the roof is an amenity area subject to pedestrian use (e.g. balcony, patio, walkway, pet runs, etc.)."]
[null,5,"This portion of the roof is completely covered with Solar Panels."]
[null,6,"This portion of the roof is required for HVAC equipment and/or maintenance access ways (e.g. window washing, HVAC maintenance, etc.)"]
[null,"Single Family Residential Cistern"]
[null,1,"Installation requires removal of an existing tree. "]
[null,2,"Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09)."]
[null,3,"Project does not include non-pollution generating surfaces."]
[null,4,"The SFR cistern would be within restricted setbacks"]
[null,"Perforated Stub-out Connection"]
[null,1,"Installation requires removal of an existing tree. "]
[null,2,"Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09)."]
[null,3,"Infiltration is not recommended due to reasonable concerns about erosion, slope failure, or flooding."]
[null,4,"The area available for siting would threaten the safety or reliability of pre-existing underground utilities, pre-existing underground storage tanks, pre-existing structures, or pre-existing road or parking lot surfaces or subgrades."]
[null,5,"The area available for siting would threaten shoreline structures such as bulkheads."]
[null,6,"Evaluation of infiltration is not required per the “Infiltration Investigation Map”."]
[null,7,"The area available for siting does not allow for overflow conveyance to an approved point of discharge per Section 4.3.2."]
[null,8,"The area available for siting is within a steep slope area or land-slide prone area (or setback) (refer to Volume 3, Section 3.2)."]
[null,9,"The area available for siting does not meet the minimum horizontal setback requirements (refer to Volume 3, Section 3.2)."]
[null,10,"The area available for siting does not meet the minimum vertical setback requirements (refer to Volume 3, Section 3.2, and Appendix D)."]
[null,11,"Infiltration is restricted due to contaminated soil or groundwater (refer to Volume 3, Section 3.2)."]
[null,12,"One or more of the infeasibility criteria for “All Infiltration BMPs” (Table C.1) apply."]
[null,13,"The location for the perforated pipe portion of the system is under impervious or heavily compacted (e.g., driveways and parking areas) surfaces."]
[null,14,"The minimum perforated stub-out length of 10 feet per 5,000 square feet of contributing roof area cannot be met."]
[null,15,"Where the site cannot be reasonably designed to locate a catch basin between the perforated stub-out and point of connection to the public system."]
[null,"Newly Planted Tree"]
[null,1,"Installation requires removal of an existing tree. "]
[null,2,"Where BMP installation is prohibited per Regulations for Environmentally Critical Areas (SMC Chapter 25.09)."]
[null,3,"The mature height, size, and/or rooting depth is not compatible with Medium and Large trees listed in the current Seattle Master Tree List."]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,{"$f":"B246&\" \"&C246","v":" "}]

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["Memorandum of Drainage Control "]
["Exhibit A: On-site Stormwater Management Summary Sheet"]
["This information is taken from the Drainage Control Plan approved as part of a building, site work or master use plan."]
[]
["Project Information"]
[null,"Site Address",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!H6","v":0}]
[null,"SDCI Project Number",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!AG6","v":0}]
[null,"Project Type",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!H10","v":0}]
[]
[null,"Total Site Area",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!W12","v":0},null,null,null,null,"sf"]
[null,"Total New plus Replaced Hard Surface Area",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!W14","v":0},null,null,null,null,"sf"]
[null,"Existing Hard Surface Area to Remain",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!W16","v":0},null,null,null,null,"sf"]
[null,"Total New and/or Replaced Lawn and Landscaping",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!W18","v":0},null,null,null,null,"sf"]
[null,"Undisturbed and protected site area",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!W20","v":0},null,null,null,null,"sf"]
["Site Information"]
[null,"Approved Point of Stormwater Discharge",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!Q32","v":0}]
[null,"Drainage Basin",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!Q34","v":0}]
[null,"Approved Point of Wastewater Discharge",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUBSTITUTE('Project Summary'!Q38,\"(King County Public Health Department Approval Required)\",\"\")","v":""}]
[null,"Approved Point of Sub-Surface Discharge",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUBSTITUTE(SUBSTITUTE(SUBSTITUTE(SUBSTITUTE('Project Summary'!Q40,\"“\",\"\"),\"”\",\"\"),\"Public Sanitary\",\"Sanitary\"),\"on the Site\",\"Onsite\")","v":""}]
[null,"Flow Control is required (See Exhibit B\nif required)",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!Q42","v":0}]
[null,null,null,"Flow Control Standard",null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!Q44","v":0}]
[null,"Water Quality Treatment is required (See Exhibit C if required)",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!X46","v":0}]
[null,null,null,"Treatment Requirement(s)",null,null,null,null,null,null,null,null,null,null,{"$f":"SUBSTITUTE(IF('Project Summary'!AU44,\"Oil control, \",\"\")&IF('Project Summary'!AU46,\"Phosphorus, \",\"\")&IF('Project Summary'!AU48,\"Enhanced\",\" \")&IF('Project Summary'!AU50,\"Basic\",\"  \"),\",   \",\"\")","v":"   "}]
[null,"Structural Source Control is required (See \nExhibit D if required)",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Summary'!Q54","v":0}]
[]
["On-site Stormwater Management"]
[null,"Surface",null,null,"Description",null,null,null,null,"On-site BMP",null,null,null,null,null,null,"Contrib. Area (sf)",null,null,null,"Facility \nSize (sf)",null,null,null,"Facility Configuration"]
[null,{"$f":"IF(INDIRECT(\"'Project Summary'!B\"&AI28)=AI28-83,INDIRECT(\"'Project Summary'!B\"&AI28),\"\")","v":""},null,null,{"$f":"IF($B28=$AH28,INDIRECT(\"'Project Summary'!E\"&$AI28),\"\")","v":""},null,null,null,null,{"$f":"IF($B28=$AH28,INDIRECT(\"'Project Summary'!k\"&$AI28),\"\")","v":""},null,null,null,null,null,null,{"$f":"IF($B28=$AH28,INDIRECT(\"'Project Summary'!w\"&$AI28) & \" sf\",\"\")","v":""},null,null,null,{"$f":"IF($B28=$AH28,INDIRECT(\"'Project Summary'!aa\"&$AI28),\"\")","v":""},null,null,null,{"$f":"IF($B28=$AH28,INDIRECT(\"'Project Summary'!ag\"&$AI28),\"\")","v":""},null,null,null,null,null,null,null,null,1,84]
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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,4,87]
[null,"",null,null,"",null,null,null,null,"",null,null,null,null,null,null,"",null,null,null,"",null,null,null,"",null,null,null,null,null,null,null,null,5,88]
[null,"",null,null,"",null,null,null,null,"",null,null,null,null,null,null,"",null,null,null,"",null,null,null,"",null,null,null,null,null,null,null,null,6,89]
[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,7,90]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Memorandum of Drainage Control – Page No. "]

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["On-site Stormwater Management - List Approach Calculator"]
["BMP Sizing"]
[{"$f":"Version","v":"Version 07-28-2017"}]
[null,"\nMore than one surface can drain to the same BMP. For example, a garage roof and driveway may be managed by a single infiltration trench. Please indicate which surfaces are draining to which BMPs in the dropdown menus."]
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[]
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[]
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[]
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[]
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[]
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[]
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[]
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[]
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[]
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[]
[null,20,10,null,null,{"$f":"IFERROR(INDEX('Project Summary'!$W$83:$W$84,MATCH(B45,'Project Summary'!$AS$83:$AS$84,0)),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(IF(AND(K45<>\"\",NOT(AR45)),IF(AN45=\"\",\"Select BMP on Surface Tab.\",\"Selected BMP doesn't match Surface Tab.\"),\"\"),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(INDEX('Project Summary'!$AX$83:$AX$84,MATCH(B45,'Project Summary'!$AS$83:$AS$84,0)),\"NoLIst\")","v":"NoLIst"},{"$f":"IF(OR(K45=\"\",LEFT(K45,3)<>LEFT(AN45,3)),\"\",IF(AQ45,IFERROR(INDEX($AO$7:AO44,MATCH(K45,$K$7:K45,0)),MAX($AO$7:AO44)+1),MAX($AO$7:AO44)+1))","v":""},{"$f":"IFERROR(INDEX('Project Summary'!$AT$83:$AT$84,MATCH(B45,'Project Summary'!$AS$83:$AS$84,0)),\"\")","v":""},{"$f":"INDEX(Lookup!$B$70:$B$87,MATCH(AP45,Lookup!$A$70:$A$87,0))","v":{"$error":"#N/A"}},{"$f":"OR(LEFT(K45,LEN(K45)-LEN(AO45)-2)=AP45,K45=AP45,LEFT(K45,LEN(K45)-LEN(AO45)-1)=AP45)","v":{"$error":"#VALUE!"}}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unique count lookup","Dropdown lookup","Sizing Factor & Units","Facility Size","Units","Volume Mangaed gal/yr","Data Entered when This was List"]
[null,"BMP",null,null,null,null,null,null,null,null,null,null,null,"BMP Facility Inputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"BMP Size and Credit"]
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[]
[null,{"$f":"IFERROR(IF(AO49=\"Permeable Pavement Facility\",\"Facility Area (sf)\",IF(AO49=\"Vegetated Roof System\",\"Vegetated Area (sf)\",\"\")),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(INDEX(Lookup!$C$70:$C$87,MATCH(AO49,Lookup!$A$70:$A$87,0)),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(TEXT(AS49,\"#,##0\")&\" gal managed/year\",IFERROR(IF(AP49=0,\"Infiltration rate too low.\",\"\"),\"\"))","v":""},null,null,null,null,null,null,null,null,null,null,null,{"$f":"TRIM(SUBSTITUTE(SUBSTITUTE(AO49,\" \",\"\"),\"-\",\"\")&\"List1\")","v":{"$error":"#N/A"}},{"$f":"IFERROR(INDEX(Lookup!$F$70:$F$87,MATCH(AO49,Lookup!$A$70:$A$87,0)),\"\")","v":""},null,null,null,"NonInfiltratingBioretentionList1"]
[]
[null,{"$f":"IFERROR(IF(OR(AO49=\"Permeable Pavement Facility\",AO49=\"Vegetated Roof System\"),\"Minimum Facility Area \"&TEXT((AP49*V49),\"#,###\")&\" sf\",\"\"),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(INDEX(Lookup!$D$70:$D$87,MATCH(AO49,Lookup!$A$70:$A$87,0)),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"TRIM(SUBSTITUTE(SUBSTITUTE(AO49,\" \",\"\"),\"-\",\"\")&\"List2\")","v":{"$error":"#N/A"}},{"$f":"IFERROR(INDEX(Lookup!$G$70:$G$87,MATCH(AO49,Lookup!$A$70:$A$87,0)),\"\")","v":""},null,null,null,"NonInfiltratingBioretentionList2"]
[]
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[]
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[]
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[]
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