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[]
[null,null,null,null,null,null,"Legend"]
["EPA Stormwater Calculator (SWC) Input Bounds",null,null,null,null,null,"Gray","Calculated Cell"]
["Smallest study area supported by SWC = 0.1 ac",null,null,null,null,null,"Green","Macro enters data here"]
["Smallest BMP implementation ratio = 1%",null,null,null,null,null,1,"Value on which cost is based"]
["Smallest BMP footprint ratio (% capture ratio) supported by SWC = 1%",null,null,null,null,null,"Light Green","Macro reads calculated value from here"]
["Therefore smallest supported BMP footprint area = 1% x 1% x 0.1ac = 0.00001 ac = 4.3560 sq.ft =0.5 SY",null,null,null,null,null,"Manual","Among formulas but manually entered"]
["Largest study area supported by SWC = 500 ac",null,null,null,null,null,"Formula","Among manual entries but contains formula"]
["Largest BMP implementation ratio = 100%"]
["Largest BMP footprint ratio (% capture ratio) supported by SWC = 100%"]
["Therefore largest supported BMP footprint area = 100% x 100% x 500ac = 500 ac = 2,420,000 SY"]
[]
[]
["Cost Curve Creation Assumptions and Notes"]
["1. 6\" mulch over LID footprint assumed for RG, GR, SP, and IB"]
["2. DC assumes roof spout disconnect (1 per 500sf) for low, typical same as low + 4-6\" decompaction, high same as low + 6-8\" decompaction + impervious surface removal"]
["3. RG and GR have 4\" gravel - low, 6\" typical, 8\" high"]

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[]
["Table 1: EPA Stormwater Calculator (SWC) Default Variables for LID Control Sizing",null,null,null,null,null,null,null,null,"Note: Green text indicates limits (or defaults) of SWC."]
["Variables","Default","LID Control Variable Defaults",null,null,null,null,null,null,"Default Sizing - Simple",null,null,null,null,null,null,"Default Sizing - Typical",null,null,null,null,null,null,"Default Sizing - Complex"]
[null,null,"Imperv Disconnect (DC)","Rain Harvesting (RH)","Rain Gardens (RG)","Green Roofs (GR)","Street Planters (SP)","Infiltration Basins (IB)","Permeable Pavement (PP)","DC","RH","RG","GR","SP","IB","PP","DC","RH","RG","GR","SP","IB","PP","DC","RH","RG","GR","SP","IB","PP"]
["Footprint Ratio (% Capt Ratio)","varies",100,null,2,null,6,5,100,100,null,2,null,6,5,100,100,null,2,null,6,5,100,100,null,2,null,6,5,100]
["Cistern Size (gals)",100,null,100,null,null,null,null,null,null,45,null,null,null,null,null,null,100,null,null,null,null,null,null,5500]
["Emptying Rate (gals/day)",50,null,50,null,null,null,null,null,null,15,null,null,null,null,null,null,50,null,null,null,null,null,null,5000]
["Number per 1,000 sq ft",2,null,2,null,null,null,null,null,null,1,null,null,null,null,null,null,4,null,null,null,null,null,null,100]
["Ponding Height (in)","varies",null,null,4,null,6,null,null,null,null,12,null,24,null,null,null,null,6,null,6,null,null,null,null,4,null,6]
["Soil Media Thickness (in)","varies",null,null,12,4,18,null,null,null,null,6,3,12,null,null,null,null,12,6,18,null,null,null,null,36,12,24]
["Soil Media Conductivity (in/hr)",10,null,null,10,10,10,null,null,null,null,1,1,1,null,null,null,null,10,10,10,null,null,null,null,20,20,20]
["Gravel Bed Thickness (in)","varies",null,null,null,null,12,null,18,null,null,null,null,6,null,12,null,null,null,null,12,null,18,null,null,null,null,36,null,36]
["Basin Depth (in)",6,null,null,null,null,null,6,null,null,null,null,null,null,12,null,null,null,null,null,null,6,null,null,null,null,null,null,24]
["Pavement Thickness (in)",6,null,null,null,null,null,null,6,null,null,null,null,null,null,4,null,null,null,null,null,null,6,null,null,null,null,null,null,9]
["*Because vegetated swales are not included in calculator, default variables not included"]
[]
["Table 2: Cost Curve Selection Variables Based on User Input"]
["Adjustment Variables","User's Values","Categorization Strike Assignments",null,null,"Categorization Strike Tally",null,null,"Range Adjust. Coeff."]
[null,null,"Simple","Typical","Complex","Simple","Typical","Complex","Simple","Typ","Complex"]
["Is New Development",1,1,0,0,{"$f":"$B20*C20","v":1},{"$f":"$B20*D20","v":0},0]
["Is Redevelopment",0,0,1,1,{"$f":"$B21*C21","v":0},0,0]
["Has Pretreatment",0,0,1,1,0,0,0]
["Site Suitability - Poor",0,0,0,1,0,0,0]
["Site Suitability - Moderate",1,0,1,0,0,1,0]
["Site Suitability - Excellent",0,1,0,0,0,0,0]
["Topography - Flat (2%)",0,1,0,0,0,0,0]
["Topography - Moderately Flat (5%)",1,1,1,0,1,1,0]
["Topography - Moderately Steep (10%)",0,0,1,1,0,0,0]
["Topography - Steep (15%)",0,0,0,1,0,0,0]
["Soil Type - A",0,1,0,0,0,0,0]
["Soil Type - B",0,0,1,0,0,0,0]
["Soil Type - C",1,0,0,1,0,0,1]
["Soil Type - D",0,0,0,1,{"$f":"$B33*C33","v":0},0,0]
["Count or Total",{"$f":"SUM(B20:B33)","v":4},{"$f":"SUM(C20:C33)","v":5},{"$f":"SUM(D20:D33)","v":6},{"$f":"SUM(E20:E33)","v":7},{"$f":"SUM(F20:F32)","v":2},{"$f":"SUM(G20:G32)","v":2},{"$f":"SUM(H20:H33)","v":1}]
["*Note: Compare project categorization strikes to determine if project is low, typical or high",null,null,null,null,{"$f":"IF(AND(F34>G34,F34>H34),1,0)","v":0},{"$f":"IF(AND(G34>=F34,G34>H34),1,0)","v":1},{"$f":"IF(AND(H34>=F34,H34>=G34),1,0)","v":0}]
[]
[]
["Table 3: Resulting Cost Curve Trendline Regression Equations - Capital Costs",null,null,null,null,null,null,null,null,null,null,"Table 3b: Resulting Costs Ranges for Default Size"]
["Trendline Equations","Default Sizing Equations - Capital Costs",null,null,null,null,null,null,null,null,"Scenario",null,{"$f":"\"Current Cost (size = \" &'2-Sizing&Estimates'!B3 & \" sf or gals)\"","v":"Current Cost (size = 380000 sf or gals)"}]
[null,"DC","RH","RG","GR","SP","IB","PP","VS",null,null,null,"DC","RH","RG","GR","SP","IB","PP","VS"]
["Simple Design Scenario Equation","y = 1.9321x + 1041.3","y = 0.577x + 1812.9","y = 0.9204x + 2021","y = 1.5215x + 2631.6","y = 1.6359x + 2254.4","y = 0.8339x + 2896.1","y = 3.5355x + 1672.5","y = 0.4329x + 1061.2",null,"Default Simple",null,{"$f":"'2-Sizing&Estimates'!AM52","v":81536.826000000001},{"$f":"'2-Sizing&Estimates'!AN52","v":146123.10823857188},{"$f":"'2-Sizing&Estimates'!AO52","v":103595.95037037037},{"$f":"'2-Sizing&Estimates'!AP52","v":207989.16716049382},{"$f":"'2-Sizing&Estimates'!AQ52","v":214419.70320987655},{"$f":"'2-Sizing&Estimates'!AR52","v":313734.29384283},{"$f":"'2-Sizing&Estimates'!AS52","v":894613.49382716045},{"$f":"'2-Sizing&Estimates'!AT52","v":114640.9074074074}]
["Typical Design Scenario Equation","y = 4.6869x + 2864.7","y = 1.0891x + 3957","y = 3.29x + 6873.8","y = 5.0205x + 12056","y = 6.5348x + 8371.9","y = 2.3002x + 8457","y = 6.2951x + 2775","y = 0.7534x + 1612.5",null,"Default Tyical","Typical Design Scenario Equation",{"$f":"'2-Sizing&Estimates'!AU52","v":1388913.6800000002},{"$f":"'2-Sizing&Estimates'!AV52","v":296041.772410904},{"$f":"'2-Sizing&Estimates'!AW52","v":599960.09876543214},{"$f":"'2-Sizing&Estimates'!AX52","v":953620.1481481482},{"$f":"'2-Sizing&Estimates'!AY52","v":1033349.3042657207},{"$f":"'2-Sizing&Estimates'!AZ52","v":325847.02120579919},{"$f":"'2-Sizing&Estimates'!BA52","v":1795732.1481481481},{"$f":"'2-Sizing&Estimates'!BB52","v":216514.44444444441}]
["Complex Design Scenario Equation","y = 6.7608x + 4748.3","y = 1.728x + 4743","y = 6.7319x + 13229","y = 10.06x + 29592","y = 14.179x + 19955","y = 5.2059x + 17643","y = 9.4437x + 4725","y = 1.1278x + 2137.5",null,"Default Complex","High Design Scenario Equation",{"$f":"'2-Sizing&Estimates'!BC52","v":2178860.38},{"$f":"'2-Sizing&Estimates'!BD52","v":539595.36223874334},{"$f":"'2-Sizing&Estimates'!BE52","v":1914212.2106481481},{"$f":"'2-Sizing&Estimates'!BF52","v":2886049.8024691362},{"$f":"'2-Sizing&Estimates'!BG52","v":3949835.4650708488},{"$f":"'2-Sizing&Estimates'!BH52","v":1439214.2231438488},{"$f":"'2-Sizing&Estimates'!BI52","v":2994130.0925925924},{"$f":"'2-Sizing&Estimates'!BJ52","v":359312.5}]
[]
["Simple Design Scenario R2","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1",null,"Range Interval",null,{"$f":"IF($F$35=1,M42-M41,M43-M42)","v":789946.69999999972},{"$f":"IF($F$35=1,N42-N41,N43-N42)","v":243553.58982783934},1314252.111882716,1932429.6543209879,2916486.160805128,1113367.2019380496,1198397.9444444443,{"$f":"IF($F$35=1,T42-T41,T43-T42)","v":142798.05555555559}]
["Typical Design Scenario R2","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1",null,"Reported Low","Low Design Scenario R2",{"$f":"IF($F$35=1,M41,(IF($G$35=1,M42,M43)))","v":1388913.6800000002},{"$f":"IF($F$35=1,N41,(IF($G$35=1,N42,N43)))","v":296041.772410904},599960.09876543214,953620.1481481482,1033349.3042657207,325847.02120579919,1795732.1481481481,{"$f":"IF($F$35=1,T41,(IF($G$35=1,T42,T43)))","v":216514.44444444441}]
["Complex Design Scenario R2","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1",null,"Reported High",null,{"$f":"IF($F$35=1,M46+0.5*M45,(IF($G$35=1,M46+0.5*M45,M43+0.5*M45)))","v":1783887.03},{"$f":"IF($F$35=1,N46+0.5*N45,(IF($G$35=1,N46+0.5*N45,N43+0.5*N45)))","v":417818.5673248237},1257086.1547067901,1919834.9753086423,2491592.3846682846,882530.62217482401,2394931.1203703703,{"$f":"IF($F$35=1,T46+0.5*T45,(IF($G$35=1,T46+0.5*T45,T43+0.5*T45)))","v":287913.47222222219}]
[]
[]
[]
["Table 3: Resulting Cost Curve Trendline Regression Equations"]
["Trendline Equations","Default Sizing Equations - Maintenance Costs"]
[null,"DC","RH","RG","GR","SP","IB","PP","VS"]
["Simple Design Scenario Equation","y = 0.05x + 1E-13","y = 0.1003x + 0.0002","y = 0.0675x","y = 0.0281x + 6E-14","y = 0.045x","y = 0.0487x + 2E-13","y = 0.0563x","y = 0.0626x"]
["Typical Design Scenario Equation","y = 0.0751x","y = 0.2407x + 0.0006","y = 1.632x","y = 0.2821x + 1E-12","y = 1.0697x + 4E-12","y = 1.7689x + 8E-12","y = 0.3075x + 1E-12","y = 0.1215x - 5E-13"]
["Complex Design Scenario Equation","y = 0.0751x","y = 0.2407x + 0.0006","y = 1.632x","y = 0.2821x + 1E-12","y = 1.0697x + 4E-12","y = 1.7689x + 8E-12","y = 0.3075x + 1E-12","y = 0.1215x - 5E-13"]
[]
["Simple Design Scenario R2","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1"]
["Typical Design Scenario R2","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1"]
["Complex Design Scenario R2","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1","R² = 1"]

{"sheet":"2-Sizing&Estimates","index":9,"n_rows":135,"n_cols":94,"rows_kept":135,"cut":false,"hidden":false,"merged":[[10,38,10,45],[10,14,10,21],[55,38,55,45],[10,54,10,61],[10,46,10,53],[55,46,55,53],[55,54,55,61],[55,14,55,21],[55,22,55,29],[55,30,55,37],[55,86,55,93],[55,78,55,85],[55,70,55,77],[55,62,55,69],[0,0,0,2],[2,6,2,12],[1,6,1,14],[2,13,2,14],[3,13,3,14],[3,6,3,12],[55,4,56,4],[55,5,56,5],[1,16,1,29],[2,16,2,29],[3,16,3,29],[4,16,4,29],[10,6,10,13],[55,6,55,13],[4,13,4,14],[5,13,5,14],[6,13,6,14],[7,13,7,14],[5,6,5,12],[6,6,6,12],[4,6,4,12],[7,6,7,12]]}
["*Note: Default sizing quantities based on 100 SF of LID footprint area"]
["Variable","Value","Units",null,null,null,"Legend",null,null,null,null,null,null,null,null,null,"Assumptions"]
["Current BMP Size",380000,"SF",null,null,null,"Calculated Cell",null,null,null,null,null,null,"Gray",null,null,"1. 6\" mulch over LID footprint assumed for RG, GR, SP, and IB"]
["Default BMP Size",1000,"SF",null,null,null,"Macro enters data here","Macro enters data here","Macro enters data here","Macro enters data here","Macro enters data here","Macro enters data here","Macro enters data here","Green",null,null,"2. DC assumes roof spout disconnect (1 per 500sf) for Simple, typical same as Simple + 4-6\" decompaction, Complex same as Simple + 6-8\" decompaction + impervious surface removal"]
["Default Size Multiplier",{"$f":"B3/B4","v":380},"SF",null,null,null,"Value on which cost is based","Value on which cost is based","Value on which cost is based","Value on which cost is based","Value on which cost is based","Value on which cost is based","Value on which cost is based",1,null,null,"3. RG and GR have 4\" gravel - Simple, 6\" typical, 8\" Complex"]
["Macro capitcal cost row #",52,"-",null,null,null,"Macro reads calculated value from here","Macro reads calculated value from here","Macro reads calculated value from here","Macro reads calculated value from here","Macro reads calculated value from here","Macro reads calculated value from here","Macro reads calculated value from here","Light Green"]
["Macro fill area start row #",58,"-",null,null,null,"Among formulas but manually entered","Among formulas but manually entered","Among formulas but manually entered","Among formulas but manually entered","Among formulas but manually entered","Among formulas but manually entered","Among formulas but manually entered","Manual"]
[null,null,null,null,null,null,"Among manual entries but contains formula","Among manual entries but contains formula","Among manual entries but contains formula","Among manual entries but contains formula","Among manual entries but contains formula","Among manual entries but contains formula","Among manual entries but contains formula","Formula"]
[]
[]
[null,null,null,null,null,null,"Applicability  Multiplier",null,null,null,null,null,null,null,"Quantity Multiplier - Simple",null,null,null,null,null,null,null,"Quantity Multiplier - Typical",null,null,null,null,null,null,null,"Quantity - Complex",null,null,null,null,null,null,null,"Capital Cost - Simple",null,null,null,null,null,null,null,"Capital Cost - Typical",null,null,null,null,null,null,null,"Capital Cost Complex"]
["Cost Item","Units","Unit Cost","Default Qty","Default Size Multiplier","Default Cost ($)","DC","RH","RG","GR","SP","IB","PP","VS","DC","RH","RG","GR","SP","IB","PP","VS","DC","RH","RG","GR","SP","IB","PP","VS","DC","RH","RG","GR","SP","IB","PP","VS","DC","RH","RG","GR","SP","IB","PP","VS","DC","RH","RG","GR","SP","IB","PP","VS","DC","RH","RG","GR","SP","IB","PP","VS"]
[{"$f":"'4-CostReference'!A4","v":"Mobilization"},{"$f":"'4-CostReference'!B4","v":"EA"},{"$f":"'4-CostReference'!C4","v":1500},1,1,{"$f":"D13*E13*C13","v":1500},1,1,1,1,1,1,1,1,0.1,0,0.1,1,1,1,1,0.5,1,2,1,1,1,1,1,0.75,2,2,2,4,4,2,2,1,{"$f":"$F13*$G13*O13","v":150},{"$f":"$F13*$H13*P13","v":0},{"$f":"$F13*$I13*Q13","v":150},{"$f":"$F13*$J13*R13","v":1500},{"$f":"$F13*$K13*S13","v":1500},{"$f":"$F13*$L13*T13","v":1500},{"$f":"$F13*$M13*U13","v":1500},{"$f":"$F13*$M13*V13","v":750},{"$f":"$F13*$G13*W13","v":1500},{"$f":"$F13*$H13*X13","v":3000},{"$f":"$F13*$I13*Y13","v":1500},{"$f":"$F13*$J13*Z13","v":1500},{"$f":"$F13*$K13*AA13","v":1500},{"$f":"$F13*$L13*AB13","v":1500},{"$f":"$F13*$M13*AC13","v":1500},1125,{"$f":"$F13*$G13*AE13","v":3000},{"$f":"$F13*$H13*AF13","v":3000},{"$f":"$F13*$I13*AG13","v":3000},{"$f":"$F13*$J13*AH13","v":6000},{"$f":"$F13*$K13*AI13","v":6000},{"$f":"$F13*$L13*AJ13","v":3000},{"$f":"$F13*$M13*AK13","v":3000},1500]
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[]
[]
["Cost Item","Cost Item","Cost Item","Source / Reference","Comments (RS Means Description)","RS Means Ref #"]
["Mobilization","EA",1500,"RS Means 2010 Quarter 3?","Common Earth - 80 H.P; 50' Haul","-"]
["Demolition","%",5,"Engineer's estimate",null,"-"]
["Clearing & Grubbing","SF",0.18333333333333332,"RS Means 2014 Quarter 4","Clearing & grubbing, heavy stumps, to 24\" diameter, grub stumps and remove","311110100350"]
["Dewatering","DAY",162.5,"RS Means 2014 Quarter 4","Dewatering, pumping 8 hours, attended 2 hrs per day, 4\" discharge pump, used for 8 hours, includes 20 LF of suction hose and 100 LF of discharge hose","312319200650"]
["Embankment  ","CF",0.37037037037037035,"RS Means 2014 Quarter 4",null,"-"]
["Excavation (0 - 1000)","CF",6.9999999999999993E-2,"RS Means 2014 Quarter 4","Common Earth - 105 H.P.; 50' Haul","312316463000"]
["Excavation (1000 - 10,000)","CF",5.8888888888888893E-2,"RS Means 2014 Quarter 4","Common Earth - 200 H.P.; 50' Haul","312316464000"]
["Excavation (10,000+)","CF",0.22555555555555554,"RS Means 2014 Quarter 4","Common Earth - 300 H.P.; 300' Haul","-"]
["Haul/Dispose of Ex Material","CF",0.37148148148148147,"RS Means 2014 Quarter 4","Cycle 10 miles, 20 MPH, 12 CY truck","-"]
["Finish Grading ","SF",2.5555555555555557E-2,"RS Means 2014 Quarter 4","Fine grading, slopes, steep, finish grading","-"]
["Soil Media / Planting Media","CF",2.1025925925925928,"RS Means 2014 Quarter 4","planting beds prep, mix planting soil, skid steer loader, includes loam, manure, peat","-"]
["Pea Gravel ","CF",1.3888888888888888,"RS Means 2014 Quarter 4","updated using cost indexes","-"]
["Gravel ","CF",1.2222222222222223,"RS Means 2014 Quarter 4","Aggregate, crushed bank gravel, loaded at the pit, prices per CY, includes material only","-"]
["Gravel fill 3/4\"","CF",1.22,"RS Means 2014 Quarter 4","Geotextile subsurface drainage filtration, drainage material, gravel fill in trench, 3/4\"","334626100300"]
["Base Course Gravel","CF",0.39185185185185184,"RS Means 2014 Quarter 4","Base course drainage layers, aggregate base course for roadways and large paved areas, bank run gravel, spread and compacted, 12\" deep","321123230400"]
["Pavement","SF",3.18,"CNT Stormwater Toolbox","adjusted using RS Means cost index from 2007 to 2014","-"]
["Mulch","CF",0.29851851851851852,"RS Means 2014 Quarter 4","Hydroseed incl. seed and fertilizers (updated using cost indexes)","-"]
["Vegetation - Low","SF",0.25]
["Vegetation - Typical","SF",1.2]
["Vegetation - High","SF",2.33]
["Slotted PVC Underdrain Pipe","LF",11.9,"RS Means 2014 Quarter 4","Public water supply wells, wells domestic water, well screen assembly, slotted PVC, 1-1/2\" diameter","-"]
["Hydroseed","SF",0.65,"RS Means 2014 Quarter 4","Seeding, mechanical seeding hydro or air seeding for large areas, includes lime, fertilizer and seed","-"]
["Soil de-compaction 4-6\"","SF",0.4,"Engineer's estimate","[Placeholder only Scott S to update]"]
["Soil de-compaction 6-8\"","SF",0.6,"Engineer's estimate","[Placeholder only Scott S to update]"]
["Impervious area removal","SF",{"$f":"0.18*9","v":1.6199999999999999},"RS Means 2014 Quarter 4","Cold milling asphalt pavement 3\" to 6\" deep removal from concrete base, rip, load and sweep, excludes haul [Placeholder only Scott S to update]","320116715330"]
["Roof downspout discconection","EA",9.77,"RS Means 2014 Quarter 4","Roof downspout elbows vinly, 45 or 75 degress, 21/2\" dia [Placeholder only Scott S to update]","077123201300"]
["Cistern inlet structure","EA",20,"Engineer's estimate","[Placeholder only Scott S to update]","-"]
["Cistern outlet structure","EA",20,"Engineer's estimate","[Placeholder only Scott S to update]","-"]
["Cistern overflow structure","EA",20,"Engineer's estimate","[Placeholder only Scott S to update]","-"]
["Inflow Structure(s)","EA",1240,"RS Means 2014 Quarter 4","Utility area drain, catch basins or manholes curb inlet frame, grate, and curb box, excluding footing &amp; excavation","334413131582"]
["Outflow Structure(s)","EA",1240,"RS Means 2014 Quarter 4","Utility area drain, catch basins or manholes curb inlet frame, grate, and curb box, excluding footing &amp; excavation","334413131582"]
["Overflow Structures(s)","EA",1240,"RS Means 2014 Quarter 4","Utility area drain, catch basins or manholes curb inlet frame, grate, and curb box, excluding footing &amp; excavation","334413131582"]
["Cistern / Storage Tank (s) - Low","GALS",0.37317656678224798,"Online","not in RS Means, use http://tankulator.ata.org.au/tank-materials-price-comparision.php [ Accessed Feb 2015] use 20,000L price","-"]
["Cistern / Storage Tank (s) - Typical","GALS",0.68137425616643699,"Online","not in RS Means, use http://tankulator.ata.org.au/tank-materials-price-comparision.php [ Accessed Feb 2015] use 10,000L price","-"]
["Cistern / Storage Tank (s) - High","GALS",0.90849900822191598,"Online","not in RS Means, use http://tankulator.ata.org.au/tank-materials-price-comparision.php [ Accessed Feb 2015] use 5,000L price","-"]
["Perimeter fence","LF",4.8,"RS Means 2014 Quarter 4","Temporary fencing, plastic safety fence, 4' high, heavy duty","-"]
["Engineering ","%",10,"Engineer's estimate","-","-"]
["Contingency - low","%",2,"Engineer's estimate","-","-"]
["Contingency - typical","%",10,"Engineer's estimate","-","-"]
["Contingency - high","%",15,"Engineer's estimate","-","-"]

{"sheet":"5-LiteratureCostReference","index":12,"n_rows":22,"n_cols":15,"rows_kept":22,"cut":false,"hidden":false,"merged":[[10,0,10,7],[11,0,11,7]]}
["Capital Costs - Literature",null,null,null,null,null,null,null,null,null,null,"Source: ENR CCI - https://enr.construction.com/engineering/pdf/ENR03252013QCR.pdf"]
["Variable","Impervious Area Disconnection (ID)","Rain Harvesting (RH)","Rain Gardens (RG)","Green Roofs (GR)","Street Planters (SP)","Infiltration Basin (IB)","Permeable Pavement (PP)","Vegetated Swale (VS)",null,null,"Year","RS Means HCI","2014 Q4 Ratio","ENR CCI"]
["Literature Low ($/ft2) or ($/gal for RH)",{"$f":"2.4","v":2.4},{"$f":"0.5","v":0.5},{"$f":"3","v":3},9.6,20,{"$f":"1.3","v":1.3},{"$f":"2","v":2},0.25,null,null,2014,202.7,{"$f":"M3/$M$3","v":1},9960]
["Literature Low Year",2006,2005,2006,2006,2005,1999,2009,2006,null,null,2013,201.2,{"$f":"M4/$M$3","v":0.99259990133201781}]
["Literature High ($/ft2) or ($/gal for RH)",{"$f":"6.5","v":6.5},{"$f":"8","v":8},{"$f":"40","v":40},31.8,50,{"$f":"10.5","v":10.5},{"$f":"16","v":16},2.4500000000000002,null,null,2012,194.6,{"$f":"M5/$M$3","v":0.9600394671928959},9308]
["Literature High Year",2006,2013,2003,2001,2005,2000,2009,2006,null,null,2011,191.2,0.94326591021213613,9070]
["2014 Low",{"$f":"B3/VLOOKUP(B4,$L$3:$N$16,3,FALSE)","v":3.0029629629629624},0.66853562005277045,3.7537037037037031,12.01185185185185,26.741424802110817,2.2407312925170069,2.2509716823986672,{"$f":"I3/VLOOKUP(I4,$L$3:$N$16,3,FALSE)","v":0.31280864197530861},null,null,2010,183.5,0.90527873704982742,8799]
["2014 High",{"$f":"B5/VLOOKUP(B6,$L$3:$N$16,3,FALSE)","v":8.133024691358024},8.0596421471172963,61.424242424242422,44.856367432150314,66.853562005277041,17.604218362282879,18.007773459189337,{"$f":"I5/VLOOKUP(I6,$L$3:$N$16,3,FALSE)","v":3.0655246913580245},null,null,2009,180.1,0.88850518006906765,8570]
["References","DSWC, 2006","Hunt and Szpir, 2006; TWDB, 2005, USEPA, 2013","Brown and Schueler, 1997; DSWC, 2006; Iowa Stormwater Partnership, 2008; Lake Superior Streams, 2014; LID Center, 2014","DSWC, 2006; GSA, 2011; Peck and Kuhn, 2001; VA DEQ, 2011, CNT, 2009","BES, 2005; WERF, 2009","EPA, 1999; MPCA, 2011;","MPCA, 2011; SCSMC, 2008; WERF, 2009","DSWC, 2006; PA DEP, 2006; SEWRPC, 1991",null,null,2008,180.4,0.88998519980266411,8310]
[null,null,null,null,null,null,null,null,null,null,null,2006,162,0.79921065614208198,7751]
["Note: Infiltration basin = $2/ft3 to $21/ft3. Using low and high basin depths from 1-EPA-InputVariables - 12\" and 24\" respectively, converts to: $2/ft2 to $10.5/ft2",null,null,null,null,null,null,null,null,null,null,2005,151.6,0.74790330537740501,7446]
["   Note: Literature values given in square feet, multiplied by 9 to convert to square yards",null,null,null,null,null,null,null,null,null,null,2003,132,0.65120868278243715]
[null,null,null,null,null,null,null,null,null,null,null,2001,143.69999999999999,{"$f":"M13/$M$3","v":0.70892945239269856},6334]
["Maintenance Costs - Literature",null,null,null,null,null,null,null,null,null,null,2000,120.9,{"$f":"M14/$M$3","v":0.59644795263936856}]
["Variable","Impervious Area Disconnection (ID)","Rain Harvesting (RH)","Rain Gardens (RG)","Green Roofs (GR)","Street Planters (SP)","Infiltration Basin (IB)","Permeable Pavement (PP)","Vegetated Swale (VS)",null,null,1999,117.6,{"$f":"M15/$M$3","v":0.58016773556980761},6059]
["Literature Low ($/ft2) or ($/gal for RH)",0.04,7.4999999999999997E-2,{"$f":"0.06","v":0.06},{"$f":"0.025","v":2.5000000000000001E-2},0.04,{"$f":"G3*0.028","v":3.6400000000000002E-2},0.05,{"$f":"0.75/15","v":0.05},null,null,1997,112.8,{"$f":"M16/$M$3","v":0.55648741983226446},5826]
["Literature Low Year",2006,2005,2009,2008,2009,2005,2009,2006,null,null,1991,96.8,{"$f":"M17/$M$3","v":0.47755303404045391}]
["Literature High ($/ft2) or ($/gal for RH)",0.06,0.18,{"$f":"1.45","v":1.45},0.2,0.8,{"$f":"G5*0.126","v":1.323},0.23,{"$f":"0.58/10","v":5.7999999999999996E-2}]
["Literature High Year",2006,2005,2009,2001,2005,2005,2005,1991]
["2014 Low",{"$f":"B16/VLOOKUP(B17,$L$3:$N$16,3,FALSE)","v":5.0049382716049376E-2},0.10028034300791556,6.7529150471960009E-2,2.8090354767184036E-2,4.5019433647973346E-2,4.8669393139841692E-2,5.6274292059966688E-2,{"$f":"I16/VLOOKUP(I17,$L$3:$N$16,3,FALSE)","v":6.256172839506173E-2}]
["2014 High",{"$f":"B18/VLOOKUP(B19,$L$3:$N$16,3,FALSE)","v":7.5074074074074057E-2},0.24067282321899736,1.6319544697390338,0.28211551844119698,1.0696569920844328,1.7689452506596306,0.30752638522427445,{"$f":"I18/VLOOKUP(I19,$L$3:$N$17,3,FALSE)","v":0.12145247933884296}]
["References",null,"LID Center, 2005; SBPAT Tool, 2005","CNT, 2009; Barr, 2011","BES, 2008; Peck and Kuhn, 2001","BES, 2005; WERF, 2009","Weiss, 2005","CNT, 2009; LID Center 2005; MPCA, 2011","PA DEP, 2006; SEWRPC, 1991"]

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{"sheet":"Literature Data","index":30,"n_rows":19,"n_cols":7,"rows_kept":19,"cut":false,"hidden":false,"merged":[]}
["Rainwater Harvesting"]
["Id","WQV (gal)","Total Cost ($)","Source","Cost location","Cost Year","2014 $"]
[1,8004,31040,"www.wetlandstudies.com","Gainesville, Virgina",2005,{"$f":"(202.7/151.6)*C3","v":41502.691292875992}]
[2,1504,1500,"http://www.portlandonline.com/bps/index.cfm?c=ecbbd&a=bbehfa","Portland",1996,{"$f":"(202.7/110.2)*C4","v":2759.0744101633391}]
[3,10000,178000,"Hicks, 2008. A Cost-Benefit Analysis of Rainwater Harvesting at Commercial Facilities in Arlington County, VA","Maryland",2008,{"$f":"(202.7/180.4)*C5","v":200003.32594235032}]
[4,10000,179000,"Hicks, 2008. A Cost-Benefit Analysis of Rainwater Harvesting at Commercial Facilities in Arlington County, VA","Maryland",2008,{"$f":"(202.7/180.4)*C6","v":201126.94013303769}]
[5,10000,22100,"WERF Tool References, Miller, 2008","Salt Lake City, UT",2008,{"$f":"(202.7/180.4)*C7","v":24831.873614190685}]
[6,550,1446.12,"DSWC Stormwater BMP Costs","North Carolina",2006,{"$f":"(202.7/162)*C8","v":1809.4353333333331}]
[7,1000,1756.12,"DSWC Stormwater BMP Costs","North Carolina",2006,{"$f":"(202.7/162)*C9","v":2197.3180493827158}]
[8,2500,2411.2800000000002,"DSWC Stormwater BMP Costs","North Carolina",2006,{"$f":"(202.7/162)*C10","v":3017.0768888888888}]
[]
["Rain Garden/Bioretention"]
["ft3","gallons","Total Cost ($)"]
[10,{"$f":"A14*7.481","v":74.81},{"$f":"9.15*A14^0.9897","v":89.355459828703758}]
[100,{"$f":"A15*7.481","v":748.1},{"$f":"9.15*A15^0.9897","v":872.61182526766015}]
[1000,{"$f":"A16*7.481","v":7481},{"$f":"9.15*A16^0.9897","v":8521.599005328555}]
[10000,{"$f":"A17*7.481","v":74810},{"$f":"9.15*A17^0.9897","v":83218.731977809555}]
[]
["Green Roofs"]