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["LEAVE COL BLANK","WORKSHEET NAMES","WORKSHEET LINKS"]
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[null,{"$f":"IFERROR(INDEX(MID(TABm,FIND(\"]\",TABm)+1,255),ROW(A5),1),\"\")","v":"EGSDesign"},{"$f":"HYPERLINK(\"#\"&TOC!B6&\"!A1\",TOC!B6)","v":"EGSDesign"}]
[null,{"$f":"IFERROR(INDEX(MID(TABm,FIND(\"]\",TABm)+1,255),ROW(A6),1),\"\")","v":"VFSDesign"},{"$f":"HYPERLINK(\"#\"&TOC!B7&\"!A1\",TOC!B7)","v":"VFSDesign"}]
[null,{"$f":"IFERROR(INDEX(MID(TABm,FIND(\"]\",TABm)+1,255),ROW(A7),1),\"\")","v":"GRDesign"},{"$f":"HYPERLINK(\"#\"&TOC!B8&\"!A1\",TOC!B8)","v":"GRDesign"}]
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[null,{"$f":"IFERROR(INDEX(MID(TABm,FIND(\"]\",TABm)+1,255),ROW(A11),1),\"\")","v":"RWHDesign"},{"$f":"HYPERLINK(\"#\"&TOC!B12&\"!A1\",TOC!B12)","v":"RWHDesign"}]
[null,{"$f":"IFERROR(INDEX(MID(TABm,FIND(\"]\",TABm)+1,255),ROW(A12),1),\"\")","v":"WPONDDesign"},{"$f":"HYPERLINK(\"#\"&TOC!B13&\"!A1\",TOC!B13)","v":"WPONDDesign"}]
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[null,{"$f":"IFERROR(INDEX(MID(TABm,FIND(\"]\",TABm)+1,255),ROW(A17),1),\"\")","v":"LifeCycleCosts"},{"$f":"HYPERLINK(\"#\"&TOC!B18&\"!A1\",TOC!B18)","v":"LifeCycleCosts"}]
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[null,{"$f":"IFERROR(INDEX(MID(TABm,FIND(\"]\",TABm)+1,255),ROW(A20),1),\"\")","v":"ICsizing"},{"$f":"HYPERLINK(\"#\"&TOC!B21&\"!A1\",TOC!B21)","v":"ICsizing"}]
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[null,{"$f":"IFERROR(INDEX(MID(TABm,FIND(\"]\",TABm)+1,255),ROW(A22),1),\"\")","v":"PondCleanout"},{"$f":"HYPERLINK(\"#\"&TOC!B23&\"!A1\",TOC!B23)","v":"PondCleanout"}]
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{"sheet":"Assumptions","index":1,"n_rows":92,"n_cols":5,"rows_kept":92,"cut":false,"hidden":false,"merged":[[41,0,46,0]]}
["UNIVERSAL ASSUMPTIONS (enter user defined values in yellow cells)",null,null,"TOC"]
["COMMON ASSUMPTIONS "]
["SOILS","Sediment Accumulation from drainage area","m3/DA/year",4.4999999999999999E-4]
[null,"Depth to avoid frost","m",{"$f":"1.4-0.3","v":1.0999999999999999}]
[null,"Top Soil depth","m",0.25]
["PAVING","Asphalt base depth","m",0.3]
[null,"Asphalt depth","m",0.05]
["EXCAVATION","Loading excavated soil ","% of excavation cost",0.15]
[null,"Truck volume per trip","m3",13.76]
[null,"Excavation","soil swelling",0.25]
[null,"Hauling from site to disposal area","trips/hr",3]
["WATER","Cost of purchased piped water","per m3",2]
[null,"Cost of purchased bulk water","per m3",1]
["FINANCIAL","Cost inflation",null,0.03]
[null,"Discount rate",null,0.05]
[null,"Intermediate planning horizon (< 50 years)","years"]
[null,"HST / sales tax",null,0.13]
[null,"Cost premium for retrofit projects",null,0.16]
[null,"Project management and overhead",null,0.1]
[null,"US/Cn Exch. Rate (https://www.bankofcanada.ca/rates/exchange/monthly-exchange-rates/)","2018-01-08",1.34]
[null,"euro/Cn Exch. Rate (https://www.bankofcanada.ca/rates/exchange/monthly-exchange-rates/)","2018-01-08",1.53]
["GENERAL","Compost depth","m",0.05]
[null,"Add Mulch -Starts year 2","% replaced",0.5]
[null,"Clean/flush Underdrain pipe - Starts year 2","Times / year",1]
[null,"Prune","Times / year",1]
[null,"Core areation for lawns(Starts year 3 or 5)","Times / year",1]
[null,null,null,"LOW","HIGH"]
[null,"Restore lost vegetation - Starts year 2","% replaced (default 10 - 20%)",0.1,0.2]
[null,"Remove litter","Times / year",2,4]
[null,"Weeding","Times / year",2,4]
[null,"Sediment Removal - Starts year 2","Times / year",1,2]
[null,"Lawn mowing","Times / year",5,10]
[null,"Volume of accumulated sediment at cleanout","% of SW pond volume",0.5,0.35]
["PLANT WATERING","Yr 1: Bi-weekly first two months (May & June)","# Visits",6]
[null,"Yr 1: Weekly rest of growing season (July to Sept)","# Visits",3]
[null,"Total visits Year 1","# Visits",{"$f":"D34+D35","v":9}]
[null,"Yr 2: 90 % Weekly rest of growing season (May to Sept)","# Visits",5]
[null,"Yr 2: 10% (L) or 20% (H) extra watering during start (new plants), then regular remaining 3 months","# Visits",6]
[null,"Yr 3: 10% (L) or 20% (H) extra watering during start (new plants), then regular remaining 3 months","# Visits",6]
[null,"Drought watering - every 5 years 100%","# Visits",1]
["Opportunity cost of land","( based on market value for lands in the area of the project site )","$/m2"]
["Enter names for each type of property in column C and corresponding values in column D. Do not alter formula in column B.",{"$f":"C42","v":"None"},"None",0]
[null,{"$f":"\"Type 2, \"&C43","v":"Type 2, Nwmkt Aur ICI/Res"},"Nwmkt Aur ICI/Res",706]
[null,{"$f":"\"Type 3, \"&C44","v":"Type 3, E.Gwil. Stouf. Agric."},"E.Gwil. Stouf. Agric.",31]
[null,{"$f":"\"Type 4, \"&C45","v":"Type 4, E.Gwil. Stouf. ICI/Res"},"E.Gwil. Stouf. ICI/Res",124]
[null,{"$f":"\"Type 5, \"&C46","v":"Type 5, "}]
[null,{"$f":"\"Type 6, \"&C47","v":"Type 6, "}]
[]
["TESTING ASSUMPTIONS","Soil sampling timing","minutes per location",40]
[null,null,"minutes per soil sample",15]
[null,null,"Total minutes",{"$f":"D49+D50*7","v":145}]
[null,null,"hours per staff",{"$f":"D51/60","v":2.4166666666666665}]
[null,null,"hourly rate for staff",{"$f":"UnitCosts!$L$208","v":54.1265}]
[null,"Add Soil characterization with Penetrometer","per test, done with soil sampling",5]
[null,null,"TOTAL time",{"$f":"D54*8","v":40}]
[null,null,"hours per staff",{"$f":"D55/60","v":0.66666666666666663}]
[null,null,"hourly rate for staff",{"$f":"UnitCosts!$L$208","v":54.1265}]
[null,"DRI Testing - Bioretention OLDER SITE","minutes per location",170]
[null,null,"per DRI test",140]
[null,null,"Total time",{"$f":"D58+IF(OM_Costs!F39/25<=5,5*D59,(CapitalCosts!D196/25-1)*D59)","v":870}]
[null,null,"hours per staff",{"$f":"D60/60","v":14.5}]
[null,null,"hourly rate for staff",{"$f":"UnitCosts!$L$208","v":54.1265}]
[null,"DRI Testing - Bioretention   NEW SITE","minutes per location",55]
[null,null,"per DRI test",25]
[null,null,"Total time",{"$f":"D63+D64*4","v":155}]
[null,null,"hours per staff",{"$f":"D65/60","v":2.5833333333333335}]
[null,null,"hourly rate for staff",{"$f":"UnitCosts!$L$208","v":54.1265}]
[null,"DRI Testing - Permeable Pavement","minutes per location",65]
[null,null,"per DRI test",35]
[null,null,"Total time",{"$f":"D68+D69*4","v":205}]
[null,null,"hours per staff",{"$f":"D70/60","v":3.4166666666666665}]
[null,null,"hourly rate for staff",{"$f":"UnitCosts!$L$208","v":54.1265}]
[null,"Simulated Event Testing - based on 200 m2 bioretention example","Site set-up (equipment, pipes)",90]
[null,null,"Actual water test",60]
[null,null,"Time per m2",{"$f":"(D73+D74)/200","v":0.75}]
[null,null,"Equipment download & check",30]
[null,null,"Total time",{"$f":"D75*OM_Costs!F39+D76","v":105}]
[null,null,"hours per staff for time of testing",5]
[null,null,"hours per 1/2 staff for prep & post test",3]
[null,null,"hourly rate for staff",{"$f":"UnitCosts!$L$208","v":54.1265}]
[null,null,"Cost for 4 staff",{"$f":"(D78*D80*4*1.25)+D79*D80*2","v":1677.9214999999999}]
[null,null,"Truck for 3 hours",500]
[null,null,"Truck volume (m3)",26]
[null,null,"Water rate / M3",{"$f":"D12","v":2}]
[null,null,"Cost of 26 m3 of water",{"$f":"D83*D84","v":52}]
[null,null,"Cost of pipes ($1/m2)",{"$f":"1*OM_Costs!F39","v":100}]
[null,null,"2 weeks of water level monitoring",500]
[null,null,"Total staff & equip cost",{"$f":"SUM(D81:D87)","v":2857.9214999999999}]
[null,"Natural Event Testing","2 months of water level monitoring",2000]
[null,null,"Includes staff time and equipment"]
[null,null,"Continuous water level monitoring"]
[null,null,"6 months of water level monitoring",6000]

{"sheet":"UnitCosts","index":2,"n_rows":243,"n_cols":13,"rows_kept":243,"cut":false,"hidden":false,"merged":[]}
["COSTING INFORMATION (Input Alternative Costs In Column 'M' To Override The Unit Costs Provided Here)",null,null,null,"TOC"]
["REFERENCE",null,"New Description","Original description","Original cost","Year of cost","Cost index","Inflation Index","Original cost unit","Unit conversion","STEP tool cost unit",{"$f":"\"Cn$ Cost, \"&YEAR(NOW())","v":"Cn$ Cost, 2019"},"User cost data"]
["RSMeans","02 32 19.10 0120 & \n02 32 19.10 0130","Test pits, backhoe","Test pits",{"$f":"(55.5+77.5)/2","v":66.5},2018,{"$f":"IF(A3=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F3)","v":1.03},"cy",{"$f":"VLOOKUP(I3,$J$227:$M$245,2,FALSE)","v":"c.y. to m3"},{"$f":"VLOOKUP(I3,$J$227:$M$245,4,FALSE)","v":"m3"},{"$f":"IF(ISNUMBER(M3),M3,E3*H3*G3*VLOOKUP(J3,$K$227:$L$245,2,FALSE))","v":94.157052141441767}]
["CVC, TRCA",null,"Stakeout of utilities","Stakeout of utilities (TRCA Preston)",500,2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F4)","v":1.03},"each","each","each",515]
["RSMeans","02 21 13.09 0100","Site surveys, topographical survey, maximum",null,4475,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F5)","v":1.03},"acre","acre to m2","m2",1.1970579806093442]
["RSMeans","33 41 16.35 0880","8\" dia. Filter Sock","8\" dia. FilterSoxx",6.9,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F6)","v":1.03},"ft","ft to m","m",24.506092519685033]
["RSMeans","01 54 33.40 4700","2\" Submersible electric pump, 120 GPM","2\" Submersible gas pump",28.4,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F7)","v":1.03},"day","day","day",30.743851999999997]
["BMP Store (https://bmpstore.com/products/regular-flow-siltsack-type-a)",null,"Siltsack - High-Flow - Type B, 2'x2', original price in USD but assumes sourcing in Ontario and 15% for shipping","Silt sack in catchbasin (Terrafix)",{"$f":"45*1.15","v":51.749999999999993},2019,{"$f":"Assumptions!D20","v":1.34},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F8)","v":1},"each","each","each",69.344999999999999]
["RSMeans","31 25 14.16 1000","Silt fence, install and maintain, remove","Silt fence around excavation",1.88,2018,{"$f":"IF(A9=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F9)","v":1.03},"ft","ft to m","m",6.6770223097112851]
["RSMeans","31 23 16.16 6060","Excavating, common earth, minor structures, backhoe  2 c.y. bucket","Excavator:  assumed 100 Bm3/hr  (1.5 m3 bucket) ",11.6,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F10)","v":1.03},"bcy","c.y. to m3","bm3",16.424388042717659]
["RSMeans","31 23 16.16 6060","Fill assumed same as excavating, common earth, minor structures, backhoe  2 c.y. bucket","Place fill:  labour (assume same as excavation cost)",{"$f":"E10","v":11.6},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F11)","v":1.03},"bcy","c.y. to m3","bm3",16.424388042717659]
["RSMeans","31 23 16.16 6060","Remove pavers assumed 10% higher than Excavating, common earth, minor structures, backhoe  2 c.y. bucket","Remove pavers",{"$f":"UnitCosts!E10*1.1","v":12.76},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F12)","v":1.03},"bcy","c.y. to m3","bm3",18.066826846989425]
["RSMeans","31 23 16.16 6060 X 0.85","Remove No. 8, and top 2\" of No.57 stone assumed 15% lower than Excavating, common earth, minor structures, backhoe  2 c.y. bucket","Remove No. 8, and top 2\" of No.57 stone",{"$f":"UnitCosts!E10*0.85","v":9.86},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F13)","v":1.03},"bcy","c.y. to m3","bm3",13.96072983631001]
["RSMeans","31 23 16.16 6100","Excavating, common earth, small bldg foundations, backhoe  2 c.y. bucket","Remove filter media",10.55,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F14)","v":1.03},"bcy","c.y. to m3","bm3",14.937697745747528]
["RSMeans","31 23 16.42 0260","Excavating, common earth piled, bulk bank, backhoe  2 c.y. bucket","Excavator:  assumed 50 Bm3/hr  (1.5 m3 bucket)",1.76,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F15)","v":1.03},"bcy","c.y. to m3","bm3",2.4919761168261276]
["RSMeans","31 23 16.13 1372","Excavating, trench, 6'-10' deep, w/trench box, backhoe  2.5 c.y. bucket","Excavator:   (1.9 m3 bucket)",2.99,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F16)","v":1.03},"bcy","c.y. to m3","bm3",4.2335276075625696]
["RSMeans","31 23 16.42 0260","Assumed to be 85% of Excavating, common earth piled, bulk bank, backhoe  2 c.y. bucket","Excavator:  assumed 50 Bm3/hr  (1.5 m3 bucket) GRAVEL",{"$f":"E15*0.85","v":1.496},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F17)","v":1.03},"bcy","c.y. to m3","bm3",2.1181796993022086]
["RSMeans","G1030 115 1950","Site earthwork, Cut and fill, common earth, 105 hp dozer and roller compactor, 150' haul, 8\" lifts, 4 passes",null,11.38,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F18)","v":1.03},"cy","c.y. to m3","m3",16.112891028114394]
["RSMeans","G1030 125 1950","Site earthwork, Cut and fill, clay, 105 hp dozer and roller compactor, 150' haul, 8\" lifts, 4 passes",null,14.35,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F19)","v":1.03},"cy","c.y. to m3","m3",20.318100725258486]
["RSMeans","31 23 23.17 0190","General fill, spread fill from stockpile with dozer, 300 hp, 300' haul",null,4.84,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F20)","v":1.03},"lcy","LCY to m3","m3",6.8529343212718512]
["RSMeans","31 23 23.13 0015","Backfill, by hand, no compaction, light soil + compaction in 12\" layers, vibrating plate",null,{"$f":"34.5","v":34.5},2018,{"$f":"IF(A21=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F21)","v":1.03},"lcy",{"$f":"VLOOKUP(I21,$J$227:$M$245,2,FALSE)","v":"LCY to m3"},{"$f":"VLOOKUP(I21,$J$227:$M$245,4,FALSE)","v":"m3"},48.848395471875804]
["RSMeans","31 23 23.23 7000","Compaction, walk behind vibrating plate, 21\" wide, 12\" lifts, 2 passes",null,0.95,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F22)","v":1.03},"ecy","c.y. to m3","Em3",1.3451007448777392]
["RSMeans","31 23 23.16 0050","Fill by borrow and utility bedding, utility bedding for pipe and conduit, not incl. compaction, crushed or screened bank run gravel",null,36,2018,{"$f":"IF(A23=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F23)","v":1.03},"lcy",{"$f":"VLOOKUP(I23,$J$227:$M$245,2,FALSE)","v":"LCY to m3"},{"$f":"VLOOKUP(I23,$J$227:$M$245,4,FALSE)","v":"m3"},50.972238753261699]
["RSMeans","31 23 23.16 0500","Fill by borrow and utility bedding, compaction in trench",null,5.8,2018,{"$f":"IF(A24=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F24)","v":1.03},"ecy",{"$f":"VLOOKUP(I24,$J$227:$M$245,2,FALSE)","v":"c.y. to m3"},{"$f":"VLOOKUP(I24,$J$227:$M$245,4,FALSE)","v":"Em3"},8.2121940213588296]
["RSMeans","31 23 23.13 1100","Backfill, by hand, compaction in 12\" layers, vibrating plate",null,5.9,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F25)","v":1.03},"ecy","c.y. to m3","Em3",8.353783573451226]
["RSMeans","G1010 120 1000","Clear and grub site, remove trees and shrubs up to 6\" in dia., cut and chip and remove stumps",null,6925,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F26)","v":1.03},"acre","acre to m2","m2",1.85243050630608]
["RSMeans","G2010 230 1230","Bituminous roadway, two lanes, 3-1/2\" thick pavement, 6\" thick gravel base, 24' widegravel base (Adjustments: (1) cost for granite curbs removed; (2) costs for gravel, compaction and grading increased 25% to account for 3' shoulders on either side of road; (3) costs for excavation added) ",null,{"$f":"136-61.9+0.25*(0.47+7.04+0.17+15.21)+E18*((9.5/12)*(24+6)*1/27)","v":89.83268518518517},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F27)","v":1.03},"ft","ft to m","m",319.05044846954888]
["RSMeans","32 31 13.20 2100","Fence chain link industrial, 5'0\" high fence, 9 ga, no barbed wire, 2\" line post, 10' oc, 1-5/8\" top post, galvanized steel, in concrete",null,28.5,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F28)","v":1.03},"ft","ft to m","m",101.22081692913385]
["RSMeans","32 31 13.20 5020","Fence chain link industrial, double swing gates including posts and hardware, 20' opening, in concrete",null,1275,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F29)","v":1.03},"each","each","each",1380.2257499999998]
["RSMeans","31 23 23.20 2175","Trucking, avg 40 mph, 6 mile cycle, 18 c.y. 8 wheel truck","Trucking",167,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F30)","v":1.03},"hour","hour","hour",180.78250999999997]
["RSMeans","01 56 26.50 0620","Plastic safety fencing, heavy duty, 4', posts at 10'","Safety fencing",5.45,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F31)","v":1.03},"ft","ft to m","m",19.35626148293963]
["RSMeans","31 14 13.23 1420","Remove and stockpile top soil on site, 6\" deep, 200' haul","Top soil hauling",2.65,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F32)","v":1.03},"cy","c.y. to m3","m3",3.7521231304484308]
["RSMeans","32 91 19.13 0400","Top soil placement and grading, spread from pile to rough finish grade, f.e. loader, 1.5 cy","Top soil placement",6.35,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F33)","v":1.03},"cy","c.y. to m3","m3",8.9909365578669949]
["RSMeans","32 91 19.13 0400","Compost placement assumed same as Top soil placement and grading, spread from pile to rough finish grade, f.e. loader, 1.5 cy","Compost placement",{"$f":"E33","v":6.35},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F34)","v":1.03},"cy","c.y. to m3","m3",8.9909365578669949]
["RSMeans","32 91 13.23 6250","Tilling topsoil, 26\" rototiller, 6\" deep","Compost Till",0.74,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F35)","v":1.03},"sy","sy to m2","m2",0.958074340478]
["RSMeans","32 91 13.23 1800","Structural soil mixing, rolling top soil, hand push roller","Roll the tilled soil",0.15,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F36)","v":1.03},"ft2","ft2 to m2","m2",1.7478391440534748]
["RSMeans","G1030 805 1330","Trenching and backfill, common earth, no slope, 2' wide, 4' deep, 3/8 cy bucket","Trenching:  trenching and backfill",5.25,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F37)","v":1.03},"ft","ft to m","m",18.645939960629917]
["RSMeans","G1030 805 1340","Trenching and backfill, common earth, no slope, 2' wide, 6' deep, 3/8 cy bucket","Trenching",6.94,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F38)","v":1.03},"ft","ft to m","m",24.64815682414698]
["RSMeans","G1030 815 1500","Pipe  bedding, side slope 0 - 1, 1' wide, 12\" pipe","Trenching:  bedding",5.83,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F39)","v":1.03},"ft","ft to m","m",20.705872375328081]
["RSMeans","G1030 815 1580","Pipe  bedding, side slope 0 - 1, 1' wide, 18\" pipe","Trenching:  bedding",9.83,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F40)","v":1.03},"ft","ft to m","m",34.912302821522303]
["RSMeans","30 30 53.40 4750 0011","Misc. cast-in-place concrete, slab on grade, not including finish, formed vertical outside edge, earthen bottom and inside slope, 24\" deep by 24\" bottom, unreinforced",null,40,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F41)","v":1.03},"ft","ft to m","m",142.06430446194224]
["RSMeans","31 05 19.53 0011","Reservoir liners HDPE, membrane lining, 30 mil thick","Impermeable membrane:  0.762 mm HDPE liner 33 47 13.53 1100",1.49,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F42)","v":1.03},"ft2","ft2 to m2","m2",17.361868830931183]
["RSMeans","01 54 36.50 1200","General delivery, small equip. stored in back of ot towed by pickup truck, 2 hours","General delivery",190,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F43)","v":1.03},"each","each","each",205.6807]
["RSMeans","33 41 16.30 2110","Pipe, perforated PVC, 6\"","Armtec - Pipe: 150 mm perforated monitoring pipes (L2)",15.25,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F44)","v":1.03},"ft","ft to m","m",54.162016076115478]
["RSMeans","34 41 16.30 2120","Pipe, perforated PVC, 8\"","Armtec - Pipe:  200 mm perforated pipe (L1)",18.3,2018,{"$f":"IF(A45=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F45)","v":1.03},"ft","ft to m","m",64.994419291338573]
["RSMeans","35 41 16.30 2140","Pipe, perforated PVC, 12\"","Armtec - Pipe:  300 mm perforated (L3)",27,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F46)","v":1.03},"ft","ft to m","m",95.893405511811011]
["RSMeans","33 31 11.25 2040","Pipe:  Sewage collection PVC SDR 35 4\" (100 mm)","Armtec - Pipe:  100 mm solid pipe (L4)",6.15,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F47)","v":1.03},"ft","ft to m","m",21.842386811023619]
["RSMeans","33 31 11.25 2060","Pipe:  Sewage collection PVC SDR 35 6\" (150 mm)","Armtec - Pipe:  150 mm solid pipes (L2)",8.5,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F48)","v":1.03},"ft","ft to m","m",30.188664698162729]
["RSMeans","33 31 11.25 2080","Pipe:  Sewage collection PVC SDR 35 8\" (200 mm)","Armtec - Pipe:  200 mm solid pipes (L1)",12.05,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F49)","v":1.03},"ft","ft to m","m",42.796871719160102]
["RSMeans","33 31 11.25 2160","Pipe:  Sewage collection PVC SDR 35 12\" (300 mm)","Armtec - Pipe:  300 mm solid pipes (L1)",21,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F50)","v":1.03},"ft","ft to m","m",74.583759842519669]
["RSMeans","33 31 11.25 2300","Pipe:  Sewage collection PVC SDR 35 18\" (450 mm)","Armtec - Pipe:  300 mm solid pipes (L1)",27.5,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F51)","v":1.03},"ft","ft to m","m",97.669209317585285]
["RSMeans","34 31 11.20 3140","Pipe:  Sewage collection, plastic pipe 24\" diameter (600 mm)",null,32,2018,{"$f":"IF(A52=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F52)","v":1.03},"ft",{"$f":"VLOOKUP(I52,$J$227:$M$245,2,FALSE)","v":"ft to m"},{"$f":"VLOOKUP(I52,$J$227:$M$245,4,FALSE)","v":"m"},113.65144356955379]
["RSMeans","34 31 11.20 3160","Pipe:  Sewage collection, plastic pipe 30\" diameter (750 mm)",null,42.5,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F53)","v":1.03},"ft","ft to m","m",150.94332349081361]
["RSMeans","34 31 11.20 3180","Pipe:  Sewage collection, plastic pipe 36\" diameter (900 mm)",null,52,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F54)","v":1.03},"ft","ft to m","m",184.6835958005249]
["RSMeans","33 42 11.50 1040","Pipe:  corrugated HDPE type S, with gaskets, 12\"","Armtec - PipeL 300 mm solid Armtec 2000",12.3,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F55)","v":1.03},"ft","ft to m","m",43.684773622047238]
["RSMeans","33 05 61.10 4210","Storm drainage manholes, frames and covers, rubber boot 6\" diameter or smaller (includes labor)","Armtec fittings: 150 mm manhole/catchbasin adaptor",122,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F56)","v":1.03},"each","each","each",132.06865999999999]
["RSMeans","33 05 61.10 4215","Storm drainage manholes, frames and covers, rubber boot 8\" diameter (includes labor)","Armtec - Pipe: 200 solid manhold adaptor: material",137,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F57)","v":1.03},"each","each","each",148.30661000000001]
["RSMeans","33 05 61.10 4225","Storm drainage manholes, frames and covers, rubber boot 12\" diameter (includes labor)","Armtec - Pipe: 300 mm solid manhole adaptor: material",202,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F58)","v":1.03},"each","each","each",218.67105999999998]
["RSMeans","33 05 61.10 4235","Storm drainage manholes, frames and covers, rubber boot 18\" diameter (includes labor)",null,293,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F59)","v":1.03},"each","each","each",317.18128999999999]
["RSMeans","33 05 61.10 4240","Storm drainage manholes, frames and covers, rubber boot 24\" diameter (includes labor)","Armtec - Pipe: 600 mm solid manhole adaptor: material",330,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F60)","v":1.03},"each","each","each",357.23490000000004]
["RSMeans","33 05 61.10 4245","Storm drainage manholes, frames and covers, rubber boot 30\" diameter (includes labor)",null,425,2018,{"$f":"IF(A61=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F61)","v":1.03},"each",{"$f":"VLOOKUP(I61,$J$227:$M$245,2,FALSE)","v":"each"},{"$f":"VLOOKUP(I61,$J$227:$M$245,4,FALSE)","v":"each"},460.07524999999998]
["RSMeans","33 14 19.10 3816","Valves and hdrants for water utility service, gate valves, C.I. 125 psi, mechanical joint, 8\" dia. (200 mm)",null,2475,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F62)","v":1.03},"each","each","each",2679.2617499999997]
["RSMeans","33 14 19.10 3820","Valves and hdrants for water utility service, gate valves, C.I. 125 psi, mechanical joint, 12\" dia. (300 mm)",null,5525,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F63)","v":1.03},"each","each","each",5980.9782499999992]
["RSMeans","33 14 19.10 3824","Valves and hdrants for water utility service, gate valves, C.I. 125 psi, mechanical joint, 16\" dia. (400 mm)",null,17000,2018,{"$f":"IF(A64=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F64)","v":1.03},"each",{"$f":"VLOOKUP(I64,$J$227:$M$245,2,FALSE)","v":"each"},{"$f":"VLOOKUP(I64,$J$227:$M$245,4,FALSE)","v":"each"},18403.009999999998]
["RSMeans","33 14 19.10 3826","Valves and hdrants for water utility service, gate valves, C.I. 125 psi, mechanical joint, 18\" dia. (450 mm)",null,20400,2018,{"$f":"IF(A65=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F65)","v":1.03},"each",{"$f":"VLOOKUP(I65,$J$227:$M$245,2,FALSE)","v":"each"},{"$f":"VLOOKUP(I65,$J$227:$M$245,4,FALSE)","v":"each"},22083.611999999997]
["RSMeans","33 14 19.10 3830","Valves and hdrants for water utility service, gate valves, C.I. 125 psi, mechanical joint, 24\" dia. (600 mm)",null,41300,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F66)","v":1.03},"each","each","each",44708.488999999994]
["NDS 2018 Price List",null,"8\" Round Grate (material only from NDS, 1/2 hour labor added)",null,{"$f":"17.65*Assumptions!D20+L209/2","v":56.465190625000005},2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F67)","v":1.03},"each","each","each",{"$f":"IF(ISNUMBER(M67),M67,E67*H67*G67*VLOOKUP(J67,$K$227:$L$245,2,FALSE))","v":58.15914634375001}]
["NDS 2018 Price List",null,"12\" Round Grate (material only from NDS, 1/2 hour labor added)",null,{"$f":"87.84*Assumptions!D20+L209/2","v":150.51979062500001},2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F68)","v":1.03},"each","each","each",155.03538434375002]
["RSMeans","Standard Crew, B6","2 laborers, 1 equip. operator (light), 1 backhoe operator (48 h)",null,80.569999999999993,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F69)","v":1.03},"each","each","each",87.219442099999995]
["RSMeans","Standard Crew, B1","I labor foreman (outside) + 2 laborers, 1 hour each, Including markup","General: labour",124.45,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F70)","v":1.03},"each","each","each",134.72085849999999]
["RSMeans","33 31 11.25 3910","Pipe:  Sewage collection PVC tees 8\", labor component + markup","Tees:  labour",{"$f":"64.5*1.29","v":83.204999999999998},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F71)","v":1.03},"each","each","each",90.071908649999997]
["RSMeans","Standard Crew, Q1","I labor foreman (outside) + 2 laborers, 2 hour each, Including markup","Manhole/Catchbasin adaptor:  labour",{"$f":"2*E70","v":248.9},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F72)","v":1.03},"each","each","each",269.44171699999998]
["RSMeans","33 31 11.25 3670","Pipe:  Sewage collection PVC SDR 35, end cap, 6\"","Armtec fittings: 150 mm end caps or footplates",48,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F73)","v":1.03},"each","each","each",51.961439999999996]
["RSMeans","34 31 11.25 3671","Pipe:  Sewage collection PVC SDR 35, end cap, 8\"","Armtec fittings: 200 mm end caps or footplates",56.5,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F74)","v":1.03},"each","each","each",61.162944999999993]
["RSMeans","35 31 11.25 3673","Pipe:  Sewage collection PVC SDR 35, end cap, 12\"","Armtec fittings: 300 mm end caps or footplates",180,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F75)","v":1.03},"each","each","each",194.8554]
["RSMeans","33 14 13.25 8520","water supply PVC pipe, repair coupling, 6\"","Armtec fittings:  150 mm coupler",57,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F76)","v":1.03},"each","each","each",61.704209999999996]
["RSMeans","33 31 11.25 3160","Pipe:  Sewage collection PVC tees 6\"","Armtec fittings: 100-150 mm tees",138,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F77)","v":1.03},"each","each","each",149.38914]
["RSMeans","33 31 11.25 3910","Pipe:  Sewage collection PVC tees 8\"","Armtec fittings: 200 mm tees",191,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F78)","v":1.03},"each",{"$f":"VLOOKUP(I78,$J$227:$M$245,2,FALSE)","v":"each"},{"$f":"VLOOKUP(I78,$J$227:$M$245,4,FALSE)","v":"each"},206.76322999999999]
["RSMeans","33 14 13.15 6180","water supply ductile iron pipe, cap, 6\"","Armtec fittings: Cast iron caps",218,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F79)","v":1.03},"each","each","each",235.99153999999999]
["HARCO PRICE LIST 2019","http://www.harcofittings.com\n.","Domed grate, 8\" (material price only from HARCO, 1/2 hr labour added)","Armtec fittings: Overflow inlet guard",{"$f":"35*Assumptions!D20+L209/2","v":79.714190625000015},2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F80)","v":1},"each","each","each",79.714190625000015]
["RSMeans","22 05 23.60 3320","valves, plastic, ball check PVC 4\"","Armtec fittings:  Canpipe 4\" ball valve",675,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F81)","v":1.03},"each","each","each",730.70774999999992]
["RSMeans","32 11 23.23 1511","Aggegate base courses, base course drainage layers, alternate method to figure base course, crushed stone, 3/4\" compacted, 6\" deep","Stone: 19 mm clear limestone material",42,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F82)","v":1.03},"cy","c.y. to m3","m3",59.467611878805322]
["RSMeans","32 11 23.23 1521","Aggegate base courses, base course drainage layers, alternate method to figure base course, crushed stone, 1 1/2\" compacted, 6\" deep","Stone:  50 mm material",41,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F83)","v":1.03},"m3","m3 to m3","m3",44.38373]
["RSMeans","32 91 13.16 1300","stone mulch, hand spread, granite chips, labour portion plus 34% markup","Stone/rock:  labour hand spread",{"$f":"1.34*97.5","v":130.65},2018,{"$f":"IF(A84=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F84)","v":1.03},"cy","c.y. to m3","m3",184.98674980871229]
["GINKGOROOFS",null,"Pea gravel:  material, labour (hand spread), 4\" depth","Pea gravel:  material",50.34,2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F85)","v":1},"m3","m3 to m3","m3",50.34]
["RSMeans","31 37 13.10 0300","Riprap and rock lining, dumped, 50 lb average (original  cost  per ton converted to y2 at 1224 kg/y³)",null,{"$f":"31*(2200/2000)*1.22","v":41.602000000000004},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F86)","v":1.03},"cy","c.y. to m3","m3",58.904085461477599]
["RSMeans","31 32 19.16 1500","geotextile soil stabilizarion, geotextile fabric, woven, 200 lb tensile strength","Geotextile:  material",1.42,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F87)","v":1.03},"SY","sy to m2","m2",1.8384669776739999]
["CVC",null,"Filter media plus delivery","Filter media plus delivery (Grobark)",42,2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F88)","v":1.03},"lm3","m3 to m3","Lm3",43.26]
["RSMeans","31 23 23.14 2000","Backfill, structural, dozer or FE loader, from existing stockpile, no compaction, 80 HP, 50' haul, sand & gravel ","Backfill:  labour, equip.",1.27,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F89)","v":1.03},"lcy","LCY to m3","m3",1.7981873115733991]
["RSMeans","31 23 23.17 0170","General fill, spread fill from stockpile with 2 1/2 cy bucket F.E. loader, 130 HP, 300' haul","Backfill:  excavation",3.7,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F90)","v":1.03},"lcy","LCY to m3","m3",5.238813427418564]
["RSMeans","31 23 23.15 6075","Borrow, loading and/or spreading, clay, till or blasted rock, front end loader, track mounted, 3 cu.yd. bucket",null,15.9,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F91)","v":1.03},"bcy","c.y. to m3","bm3",22.51273878269059]
["RSMeans","32 16 13.13 0430","Curb and gutter, straight, 6\" high curb, 6\" thick gutter, wood forms, 24\" wide, 0.055 cy/ft","Curbs & gutter with curb inlets:  materials",27,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F92)","v":1.03},"ft","ft to m","m",95.893405511811011]
["RSMeans","33 42 11.60 2010","Sewage/drainage collection, concrete pipe, flaired ends, 12\"","Culvert headwall",350,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F93)","v":1.03},"each","each","each",378.88549999999998]
["RSMeans","33 42 11.60 2010","Sewage/drainage collection, concrete pipe, Reinforced culvert, class 3, no gaskets, 12\"","NEW FOR CULVERTS (STEP used 300 mm solid pipe from Armtec)",36.5,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F94)","v":1.03},"ft","ft to m","m",129.6336778215223]
["RSMeans","33 05 61.10 1110","Storm drainage manholes, frames and covers, precast, 4' ID, 4' deep","Catchbasin frame and cover materials",1500,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F95)","v":1.03},"each","each","each",1623.7949999999998]
["RSMeans","32 92 23.10 0020","Sodding, 1\" deep blue grass sod on level ground, over 4,000 sf","Sod:  material",{"$f":"425/1000","v":0.42499999999999999},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F96)","v":1.03},"ft2","ft2 to m2","m2",4.9522109081515122]
["RSMeans","32 91 13.26 4100","Planting beds, remove sod, sod cutter","assumed twice sodding",0.79,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F97)","v":1.03},"sy","sy to m2","m2",1.0228090932130003]
["RSMeans","32 16 13.23 0550","Precast concrete Curb and gutter, straight, 6\" x 18\"","Check dam:  0.3 m curb",16.899999999999999,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F98)","v":1.03},"ft","ft to m","m",60.022168635170601]
["Filtrexx ( https://www.filtrexx.com/en/resources/bmp-comparison )",null,"12\" Filtrexx® SiltSoxx™, original price in USD Jan 2019, assumes local sourcing plus 15% shipping","Check dam:  12\" biofilter sock",{"$f":"3.81*1.15","v":4.3815},2018,{"$f":"Assumptions!$D$20","v":1.34},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F99)","v":1.03},"ft","ft to m","m",19.840375000000002]
["RSMeans","32 16 13.43 1100","Stone Curb, granite, split face, straight, 6\" x 18\"","Check dam:  linked to rock above",37.5,2018,{"$f":"IF(A100=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F100)","v":1.03},"ft","ft to m","m",133.18528543307085]
["RSMeans","32 11 23.23 1523","Base course drainage layer, crushed stone, compacted, 1 1/2\", 12\" deep, excluding material cost","Pea gravel:  labour (hand spreading)",10,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F101)","v":1.03},"cy","c.y. to m3","m3",14.158955209239364]
["RSMeans","31 23 23.23 7200","Compact stone: 21\" wide walk-behind vibrating plate compactor, 2 passes, 12\" lifts","Compact stone: 21\" wide walk-behind vibrating plate compactor, 2 passes, 6\" lifts labour",0.95,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F102)","v":1.03},"ecy","c.y. to m3","Em3",1.3451007448777392]
["RSMeans","31 23 23.24 0600","Compaction structural,  8\" lifts with vibrating plate, common fill","Compact stone:  200 mm lifts with vibrating plate compactor",2.6,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F103)","v":1.03},"ecy","c.y. to m3","Em3",3.6813283544022344]
["RSMeans","32 11 23.23 7000","Base course drainage layers, prepare and roll sub-base, small areas to 2500 sy","Compact of native soil:  30,000 lb grader + 25T vibratory roller labour",2.15,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F104)","v":1.03},"sy","sy to m2","m2",2.7835943676050006]
["RSMeans","32 11 23.23 0303","Base course drainage layers, for roadways and large areas, crushed 1 1/2\" stone compacted to 8\" deep excluding material cost","Compact sub-base:  30,000 lb grader, 1.5 cy front-end loader, 300 hp dozer, 25 T vibratory roller, truck tractor & water tank trailer + 1 labour foreman + 2 labourers labour",{"$f":"12.1-9.05","v":3.0499999999999989},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F105)","v":1.03},"sy","sy to m2","m2",3.9488199168349989]
["RSMeans","32 11 23.23 0100","Base course drainage layers, for roadways and large areas, crushed 3/4\" stone base, compacted to 6\" deep excluding material cost","Compact base:  30,000 lb grader, 300 hp dozer, 25 T vibratory roller, truck tractor & water tank trailer + 1 labour foreman labour",{"$f":"7.4-5.4","v":2},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F106)","v":1.03},"sy","sy to m2","m2",2.5893901094]
["RSMeans","31 23 23.23 7020","Compact stone: 18\" wide walk-behind vibrating plate compactor, 3 passes, 6\" lifts","Compact backfill:  walk-behind vibrating plate labour",2.81,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F107)","v":1.03},"ecy","c.y. to m3","Em3",3.9786664137962608]
["RSMeans","01 45 23.50 4900","Proctor compaction, 4\" standard mold, ASTM D 698","Proctor test",135,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F108)","v":1.03},"each","each","each",146.14155]
["RSMeans","01 45 23.50 4735","'Soil density nuclear testing ASTM D 2922","Nuclear density test",38.5,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F109)","v":1.03},"each","each","each",41.677405]
["RSMeans","01 54 36.50 1700","Eqiuipment mobilization, up to 25 mi. haul distance, crane, truck mounted, up to 75 ton (driver only) - doubled to account for demobilization","Crane - 55 ton mobilization",{"$f":"2*169","v":338},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F110)","v":1.03},"each","each","each",365.89513999999997]
["RSMeans","01 54 36.50 1800","Eqiuipment mobilization, up to 25 mi. haul distance, crane, truck mounted, over 75 ton (with chase vehicle) - doubled to account for demobilization","Crane - 100 ton mobilization",{"$f":"545*2","v":1090},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F111)","v":1.03},"each","each","each",1179.9576999999999]
["RSMeans","01 54 19.50 0400 + 01 54 33.60 2620","Lifting and housting equipment, rental without operators, truck-mounted hydraulic, 55 ton capacity + Temporary cranes, daily crane crews for small jobs, portal to portal, 55 ton truck-mounted hydraulic crane","Crane - 55 ton",{"$f":"993.8+2925","v":3918.8},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F112)","v":1.03},"each","each","each",4242.2185640000007]
["RSMeans","01 54 19.50 0500 + \n01 54 33.60 2720","Lifting and housting equipment, rental without operators, truck-mounted hydraulic, 100 ton capacity + Temporary cranes, daily crane crews for small jobs, portal to portal, 80 ton truck-mounted hydraulic crane","Crane - 100 ton",{"$f":"1533+3750","v":5283},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F113)","v":1.03},"each","each","each",5719.0059899999997]
["RSMeans","07 54 23.10 0200","thermoplastic polyolefin roofing (TPO), 60 mil membrane, heat welded seams, ballasted, fully adhered","Waterproof Membrane - TPO:  material",{"$f":"215/100","v":2.15},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F114)","v":1.03},"ft2","ft2 to m2","m2",25.052361064766476]
["RSMeans","07 53 23.20 4800","EPDM roofing, 60 mils, 0.40 psf, fully adhered with adhesive","Waterproof Membrane - EPDM:  material",{"$f":"254/100","v":2.54},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F115)","v":1.03},"ft2","ft2 to m2","m2",29.596742839305509]
["Intl. leak detection",null,null,"Water Leak Test - EFVM",13.99,2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F116)","v":1.03},"m2","m2 to m2","m2",14.409700000000001]
["GINKGOROOFS ",null,"avg 20 mil","Root Barrier: material",5.66,2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F117)","v":1},"m2","m2 to m2","m2",5.66]
["GINKGOROOFS ",null,"roof deck insulation, extruded polystyrene, 15 psi compresive strength, 4\" thick, R20","Insulation:  material",48.17,2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F118)","v":1},"m2","m2 to m2","m2",48.17]
["3RFoam",null,null,"Drainage Layer + Filter Cloth:  material",11.09,2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F119)","v":1.03},"m2","m2 to m2","m2",11.422700000000001]
["RSMeans","32 84 13.10 1850","Subsurface drip irrigation, typical installation, 18\"OC, small, maximum ","Irrigation System",2.35,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F120)","v":1.03},"ft2","ft2 to m2","m2",27.382813256837775]
["GINKGOROOFS ",null,"Green roof systems, green roof edging treated lumber 4\"x4\", no hoisting included, (Treated wood edging material cost replaced with Permaloc GeoEdge Aluminum Edging, Geoedge 4.5\"H x 4.5\"W x 8' Mill Finish, unit price allows for a 4\" overlap at joints Gertens Greenhouse, Mineaopolis, 2018 catalogue at  https://www.gertens.com/downloads/Gertens2018_RetailHardscapeCatalog_Online.pdf)","Aluminum Edging - 4.5\"",49.02,2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F121)","v":1},"m","m to m","m",49.02]
["GINKGOROOFS ",null,"Green roof systems, green roof edging treated lumber 4\"x6\", no hoisting included, (Treated wood edging material cost replaced with Permaloc GeoEdge Aluminum Edging, Geoedge 4.5\"H x 6.5\"W x 8' Mill Finish, unit price allows for a 4\" overlap at joints Gertens Greenhouse, Mineaopolis, 2018 catalogue at  https://www.gertens.com/downloads/Gertens2018_RetailHardscapeCatalog_Online.pdf)","Aluminum Edging - 6.5\"",81.459999999999994,2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F122)","v":1},"m","m to m","m",81.459999999999994]
["Stonehenge/Permaloc",null,null,"Aluminum Corners - 4.5\"",43.06,2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F123)","v":1.03},"each","each","each",44.351800000000004]
["Stonehenge/Permaloc",null,null,"Aluminum Corners - 6.5\"",57.46,2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F124)","v":1.03},"each","each","each",59.183800000000005]
["GINKGOROOFS ",null,"Soil mix for green roof, hoist and spread soil mixtutre 4\" depth, up to 5 story tall roof","Growth Medium 4\" TOTAL",45.43,2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F125)","v":1},"m2","m2 to m2","m2",45.43]
["GINKGOROOFS ",null,"Soil mix for green roof, hoist and spread soil mixtutre 6\" depth, up to 5 story tall roof","Growth Medium 6\" TOTAL",58.89,2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F126)","v":1},"m2","m2 to m2","m2",58.89]
["GINKGOROOFS ",null,null,"Plants - Plugs TOTAL",126.44,2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F127)","v":1},"m2","m2 to m2","m2",126.44]
["GINKGOROOFS ",null,"Green roof systems, planting sedum mat per sf, including shipping (4000 sf minimum)","Plants - Mats TOTAL",70.56,2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F128)","v":1.03},"m2","m2 to m2","m2",72.6768]
["RSMeans","02 41 19.19 2000","Selective demolition, rubbish hauling, load, haul, dump and return, 0'-50' haul, hand carried","4\":  Labour to remove sedum, filter media and stone",46.5,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F129)","v":1.03},"cy","c.y. to m3","m3",65.839141722963035]
["RSMeans","02 41 19.19 0940","Selective demolition, alternative pricing for dumpesters, disposal fee per ton, average all sizes (of dumpsters)","Disposal by truck",97,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F130)","v":1.03},"ton","ton-tonne","tonne",95.286215970961862]
["RSMeans","02 42 10.20 2010","Deconstruction of building components, Deconstruction of roofing and accessories, built up roofs","Labour to remove membrane",1.7,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F131)","v":1.03},"ft2","ft2 to m2","m2",{"$f":"IF(ISNUMBER(M131),M131,E131*H131*G131*VLOOKUP(J131,$K$227:$L$245,2,FALSE))","v":19.808843632606049}]
["RSMeans","02 41 19.19 0122","Costing based on combination of: regular chute, 36\" RSMeans 02 41 19.19 0122 (3 per 10ft); Top chute, circular steel, 4' long, 36\" diameter, RSMeans 02 41 19.19 0120; Top chute, cover, RSMeans 02 41 19.19 0144; Top chute, trough, RSMeans 02 41 19.19 0148; Dust control device for dumpsters, RSMeans 02 41 19.19 0164; Bolt down frame and counterweights, RSMeans 02 41 19.19 0150 to 0156 (size based on weight od assembly). Average cost from 1 to 5 story building.","Chute",1252,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F132)","v":1.03},"m","m to m","m",1355.3275599999999]
["GINKGOROOFS ",null,"Weeding, $2 to $12.m2","Green roof weeding",7,2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F133)","v":1},"m2","m2 to m2","m2",7]
["From original model, no ref.",null,"Green roof membrane repair","Green roof Repair membrance",762,2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F134)","v":1.03},"M2","m2 to m2","m2",784.86]
["RSMeans","G3030 210 5820","Storm sewer assembly cost, manholes and catch basins, concrete, precast, 4' ID, 4' deep (includes excavation)","Manhole:  material",3050,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F135)","v":1.03},"each","each","each",3301.7165]
["RSMeans","G3030 210 5860","Storm sewer assembly cost, manholes and catch basins, concrete, precast, 4' ID, 8' deep (includes excavation)","Manhole:  material",5325,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F136)","v":1.03},"each","each","each",5764.4722499999998]
["RSMeans","G3030 210 5880","Storm sewer assembly cost - install portion only, manholes and catch basins, 4' ID, 10' deep (includes excavation)","HDS:  installation",3200,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F137)","v":1.03},"each","each","each",3464.096]
["RSMeans","33 46 23.10 0140","HDPE stormwater infiltration chamber, 30\" H x 52\" W (includes end caps and labour)","Infiltration Chambers & End caps:  material (StormTech SC-740)",43.5,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F138)","v":1.03},"ft","ft to m","m",154.49493110236219]
["RSMeans","33 41 23.19 0110","Geosynthetic drainage layers, fabric laid in trench, polypropolene, adverse conditions","Line pipe with filter cloth held in place with expandable rings",2.29,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F139)","v":1.03},"ft2","ft2 to m2","m2",26.683677599216388]
["RSMeans","32 16 13.13 0404","Curbs and gutters, cast in place, concrete, wood forms, 6\" X 18\", straight, concrete","Concrete curb:  150 mm wide, 450 mm deep, cast-in-place - 1 carpenter foreman, 4 carpenters, 1 labourer labour",14.05,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F140)","v":1.03},"ft","ft to m","m",49.900086942257211]
["Ewing irrigation and landscape supply (https://www.ewingirrigation.com/snap-edge-paver-edging.html )",null,"SNAP EDGE PAVER RESTRAINT 8FT, USD list price Jan 2019, assumes local sourcing plus 15% shipping","Plastic edge restraints:  Snapedge® materials (Unilok)",{"$f":"14.7/8*1.15","v":2.1131249999999997},2018,{"$f":"Assumptions!$D$20","v":1.34},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F141)","v":1.03},"ft","ft to m","m",9.5686847933070851]
["Ewing irrigation and landscape supply (https://www.ewingirrigation.com/snap-edge-paver-edging.html )",null,"SNAP EDGE STAKES METAL 10IN, assume install every 8\", USD list price Jan 2019, assumes local sourcing plus 15% shipping","Plastic edge restraints:  Snapedge® spikes materials",{"$f":"0.8*(8*12/8)/8*1.15","v":1.3800000000000001},2018,{"$f":"Assumptions!$D$20","v":1.34},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F142)","v":1.03},"ft",{"$f":"VLOOKUP(I142,$J$227:$M$245,2,FALSE)","v":"ft to m"},{"$f":"VLOOKUP(I142,$J$227:$M$245,4,FALSE)","v":"m"},6.2489370078740167]
["Unilock","Unilock gave the lowest cost pavers at $3.08 for materials, doubled that cost to $6.16 for install",null,"Pavers:  80 mm interlocking pavers materials",6.16,2018,{"$f":"IF(A143=\"rsmeans\",1.051,1)","v":1},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F143)","v":1.03},"ft2","ft2 to m2","m2",68.294888216742194]
["RSMeans","32 14 16.10 0540","Brick paving, bedding, coarse washed sand, 1\" thick (material cost doubled for 2\" sand layer)","Pavers & beddings:  includes 50 mm layer and void filling, materials, labour, equipment",{"$f":"0.7+0.35","v":1.0499999999999998},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F144)","v":1.03},"ft2","ft2 to m2","m2",12.234874008374323]
["RSMeans","32 14 16.10 0540","Brick paving, bedding, coarse washed sand, 1\" thick - material cost only (volume calc to derive cost/m3)","Replace bedding: materials",{"$f":"1728/144*0.35*1.27","v":5.3339999999999987},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F145)","v":1.03},"ft3","ft3 to m3","m3",203.91481452706518]
["RSMeans","32 14 16.10 0540","Brick paving, bedding, coarse washed sand, 1\" thick - material cost only (labour and equip)","Replace bedding: labour",{"$f":"0.2*1.27","v":0.254},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F146)","v":1.03},"ft2","ft2 to m2","m2",2.9596742839305508]
["RSMeans","32 14 13.18 0540","Precast concrete plantable pavers with topsoil, 24\" by 16\", les than 600 sq.ft., irregular area, (includes 3/4\" crushed stone base, 6\", seeding and fertilizer) ",null,{"$f":"10.3+6.4/9+106/1000","v":11.117111111111111},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F147)","v":1.03},"ft2","ft2 to m2","m2",129.53947979194547]
["RSMeans","G 2020 214 1500","parking lot 10 cars, with handicap, and lighting, stall parking striping (total cost divided by total area to give unit cost)","Striping",{"$f":"95.24/455","v":0.20931868131868131},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F148)","v":1.03},"sy","sy to m2","m2",0.27100386155962197]
["RSMeans","32 01 30.10 6420 ","Site maintenance, sweep drives and parking areas with power vacuum","Surface sweeping",{"$f":"4.86/1000","v":4.8600000000000006E-3},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F149)","v":1.03},"ft2","ft2 to m2","m2",5.6629988267332586E-2]
["Rainwaterharvest systems (https://www.rainharvest.com/filtration/pre-filtration/industrial-filters.asp?pagesize=75)",null,"Assume Volume Filter VF2, by 3P Technik, Heavy-duty, industrial grade, high efficiency below ground rainwater filtration system. \n(1) 8\" Rainwater Inlets, (1) 6\" Tank Outlet, (1) 8\" Sewer Outlet, Suitable for roofs up to 13,000 square feet, (2) Independent filter sieves, Filters to 360 microns\nSuitable for roofs to 1200 m2, assume multiple units run in parallel for larger roofs. Original price in USD jan 2019, assume US source plus 15% shipping and Cn388 customs clearance","Inline German style filter:  3P VF4 by 3P Technik",{"$f":"2699.95*1.15+388/Assumptions!D20","v":3394.49473880597},2018,{"$f":"Assumptions!D20","v":1.34},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F150)","v":1.03},"each","each","each",4685.0816384999998]
["RSMeans","33 05 63.13 0510","Concrete vaults and chambers, precast utility structures, 6\" thick, (both at same cost) - meter pit, 6' by 6' by 4' deep","Precast concrete tank for filter",4150,2018,{"$f":"IF(A151=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F151)","v":1.03},"each","each","each",4492.4994999999999]
["RH20 North America Inc.",null,"Install filter into tank + delivery","Installation of filter into tank and delivery of combined tank/filter",2000,2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F152)","v":1.03},"each","each","each",2060]
["Acton Pre-cast concrete (https://www.actonprecast.com/categories/11?gclid=EAIaIQobChMIn_uElMzc3wIVQZppCh1W5wvBEAAYASAAEgL-AvD_BwE)",null,"CISTERNS & STORAGE TANKS, Water Storage Tanks for residential and commercial use, 2000 to 10,000 gallons","Precast concrete tank - below ground (Connect the drops 2010)",9.5,2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F153)","v":1.03},"FT3","ft3 to m3","m3",345.55458243869367]
["FORTERRA (https://forterrabp.com/site/assets/files/2616/81045-dpp-ontario_price_list_17_2.pdf)",null,"Circular Maintenance Holes and Utility Chambers prices include rubber gaskets, Riser section, 1200 mm, 1 m height (from PRICE LIST 2 17, EFFECTIVE FEBRUARY 15, 2017)","Standard access riser",664,2017,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F154)","v":1.0609},"each","each","each",704.43759999999997]
["Connect the drops 2010",null,"Tank delivery","Concrete tank delivery",233,2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F155)","v":1.03},"each","each","each",239.99]
["RSMeans","22 12 21.13 2000 to 2040","Facility underground potable water stroage tank, fibreglass, single wall, average unit cost for 600 to 1000 US gallon tank - <4 m3 (same as RSMeans costs for rainwater storage tanks)","Plastic tank - above ground",52.96,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F156)","v":1.03},"ft3","ft3 to m3","m3",2024.6210306249291]
["RSMeans","22 12 21.13 2000 to 2040","Facility underground potable water stroage tank, fibreglass, single wall, average unit cost for 1000 to 20,000 US gallon tank - >4 m3 (same as RSMeans costs for rainwater stotrage tanks)","Precast concrete tank - below ground",23.1,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F157)","v":1.03},"ft3","ft3 to m3","m3",883.09565346366821]
["RSMeans","01 54 33.60 2400 + 01 54 36.50 1700","Lifting and hoisting equipment without operators, truck mounted, hydraulic, 12 ton capacity (8 hours labor added)\n+ Mobilization, crane, truck mounted, up to 75 ton, (driver only) (doubled for demobilization)","Craning - for precast concrete tanks>20,000L",{"$f":"496+8*31+169*2","v":1082},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F158)","v":1.03},"day","day","day",1171.29746]
["RS Means","22 14 29.16 7100","Submersible sump pumps, plastic, 1 1/4\" discharge, 1/4 HP","Submersible pump:  81.2 lpm fountain pump with controls materials",282,2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F159)","v":1.03},"each","each","each",290.45999999999998]
["HomeDepot ('https://www.homedepot.com/p/Water-Worker-119-Gal-Pressurized-Well-Tank-HT119B/202846488)",null,"Water worker, 119 Gal. Pressurized Well Tank, model # HT119B (jan 2019)","Pressure tank:  439 L (116 gallons) potable water tank materials (RSMeans '221223133060)",682.31,2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F160)","v":1},"each","each","each",682.31]
["RS Means","Crews standard","Crew L6 - 1 plumber, 0.5 electrician, assume 1/2 day (4 hours)","Pressure tank:  439 L (116 gallons) potable water tank labour ",{"$f":"91.4*4","v":365.6},2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F161)","v":1.03},"each","each","each",376.56800000000004]
["Grainger (https://www.grainger.com/category/float-switches/pump-controls/pumps/ecatalog/N-cc8)",null,"LEVELGUARD Pump Switches, Solid State Pump Switch, Contact Form: Normally Open, 115VAC, 12 amp, 30' wire lead connection, adjustable float switch on/off point,  original price in USD Jan 2019, assumes local sourcing plus 15% shipping","Pump float switch:  Approximately 1 HP (Connect the drops 2010)",{"$f":"147.29*1.15","v":169.38349999999997},2018,{"$f":"Assumptions!D20","v":1.34},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F162)","v":1.03},"each","each","each",233.78310669999996]
["RONA (https://www.rona.ca/en/wire-ac90-14-2-20-m)",null,"WIRE AC90 14/2 20 M","Electrical wiring:  Approximately 14 gauge",{"$f":"47.95/20","v":2.3975},2019,{"$f":"IF(A163=\"rsmeans\",1.051,1)","v":1},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F163)","v":1},"m","m to m","m",2.3975]
["RSMeans","22 11 13.74 4420","Pipe, plastic, PVC 1 1/2\" diameter (includes hangers, couplings, labor)","Pipe: 40 mm Polyethylene (PE) C901 ",29.5,2018,{"$f":"IF(A164=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F164)","v":1.03},"ft","ft to m","m",104.77242454068241]
["RSMeans","22 11 13.76 2160","Pipe fittings, plastic, PVC schedule 80, socket joint, 90 degree elbow 1 1/2\" (includes labor)","Fittings: 40 mm Polyethylene (PE) C901 elbow ",49.5,2018,{"$f":"IF(A165=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F165)","v":1.03},"each","each","each",53.585234999999997]
["PVC fittings online ('www.pvcfittingsonline.com/accessories/modular-seals/link-seals.htm)",null,"Link-Seal® Modular Seal Model Options with EPDM Seal Elements - Model “C” or “L” Link-Seal Modular Seal Suitable for use in water, direct ground burial and atmospheric conditions. Provides electrical isolation where cathodic protection is required. Type: Standard: Seal Element: EPDM (Black) or EPDM (Blue); Pressure Plates: Reinforced Nylon Polymer; Bolts & Nuts: Steel with 2-part Zinc Dichromate & proprietary corrosion inhibiting coating.; Temp. Range: -40 to +250ºF (-40 to +121ºC)  Steel and Plastic Pipe with Same Outside Diameter (IPS), CAST OR CORE BIT DRILLED HOLE, pipe size - 1-1/2\", hole I.D. - 4\",  LINK-SEALsize - LS 315- C, links per seal - 6. Original price in USD Jan 2019, assume local sourcing plus 15% shipping\n(http://www.rustrol.com/WordDocs/products/isolating-materials/Link_Seal_Modular_Seals.pdf)","Fittings:  pipe sleeve with link seal for 1-1/2\" dia. Pipe ",{"$f":"9.43*6*1.15","v":65.066999999999993},2019,{"$f":"Assumptions!$D$20","v":1.34},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F166)","v":1},"each","each","each",87.189779999999999]
["RSMeans","22 11 13.23 1240","Pipe/tube, copper, solder joints, typs K tubing, couplings and clevis hanger assemblies, 10' OC","Pipe:  40 mm Copper Class K pipe includes couplings and hangers ",34.5,2018,{"$f":"IF(A167=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F167)","v":1.03},"ft","ft to m","m",122.53046259842519]
["RSMeans","22 11 13.23 1240","Pipe/tube, copper, solder joints, copper x copper, 90o elbow, 1 1/2\"","Fittings:  40 mm copper 90 degree elbows materials ",73.5,2018,{"$f":"IF(A168=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F168)","v":1.03},"each","each","each",79.565954999999988]
["Tanks.ie (https://www.tanks.ie/3p-top-up-set.html)",null,"3P TOP-UP SET - Control Unit - 97 x 163 x 62 mm, 0.5kg; Level Probe - 15m cable (extendable to 30m); Solenoid Valve - with 30cm braided hose and isolating valve (1/2“ F BSP); 3P Tundish with overflow c/w wall mounting bracket, anti-spray nozzle and elbow; Tundish Overflow - 39mm (external); Tundish Outlet - 50mm (external); Schuko plug adapter for pump connection; The set provides maximum siting flexibility for installers.\nORIGINAL PRICE IN EUROS (jAN 2019), Cn$190 added for customs clearance and 25% for shipping","Top-up float switch approximately 1/2 HP  (Connect the drops 2010)",{"$f":"ROUND(344.25*1.25+190/Assumptions!D21,2)","v":554.5},2018,{"$f":"Assumptions!D21","v":1.53},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F169)","v":1.03},"each","each","each",873.83654999999999]
["RSMeans","22 11 19.54 0500","Water hammer arrestor/shock absorber, copper, 3/4\" male IPS for 1 to 11 fixtures","Water hammer arrestor:  20 mm materials",93.5,2018,{"$f":"IF(A170=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F170)","v":1.03},"each","each","each",101.216555]
["RSMeans","22 11 19.38 2080","Water supply meters, domestic/commercial, bronze, threaded/flanged, 3/4\" diameter to 30 GPM","Water meter:  40 mm materials",155,2018,{"$f":"IF(A171=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F171)","v":1.03},"each","each","each",167.79214999999999]
["RSMeans","22 11 13.74 4216","Pipe, plastic, ABS schedule 40, couplings 10' OC, clevis hanger assem. 3 per 10', foam core type, plain end black, 2\" diameter","Pipe: ABS (int.installation):  50mm dia., including couplings and hangers material",31,2018,{"$f":"IF(A172=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F172)","v":1.03},"ft","ft to m","m",110.09983595800522]
["RSMeans","22 11 13.76 4570","Pipe, plastic, DWV ABS non-pressure socket joints, 1/4 bend, 2\" diameter","Fittings:  50 mm ABS elbow materials",46.5,2018,{"$f":"IF(A173=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F173)","v":1.03},"each","each","each",50.337645000000002]
["PVC fittings online ('www.pvcfittingsonline.com/accessories/modular-seals/link-seals.htm)",null,"Link-Seal® Modular Seal Model Options with EPDM Seal Elements - Model “C” or “L” Link-Seal Modular Seal Suitable for use in water, direct ground burial and atmospheric conditions. Provides electrical isolation where cathodic protection is required. Type: Standard: Seal Element: EPDM (Black) or EPDM (Blue); Pressure Plates: Reinforced Nylon Polymer; Bolts & Nuts: Steel with 2-part Zinc Dichromate & proprietary corrosion inhibiting coating.; Temp. Range: -40 to +250ºF (-40 to +121ºC)  Steel and Plastic Pipe with Same Outside Diameter (IPS), CAST OR CORE BIT DRILLED HOLE, pipe size - 2\", hole I.D. - 4\",  LINK-SEALsize - LS 300- C, links per seal - 6.  Original price in USD Jan 2019, assume local sourcing plus 15% shipping  \n(http://www.rustrol.com/WordDocs/products/isolating-materials/Link_Seal_Modular_Seals.pdf   accessed 8 Jan 2019)","Fittings:  pipe sleeve with link seal for 2\" dia. pipes ",{"$f":"5.37*6*1.15","v":37.052999999999997},2019,{"$f":"Assumptions!$D$20","v":1.34},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F174)","v":1},"each","each","each",49.651020000000003]
["RSMeans","22 11 13.74 4244","Pipe, plastic, ABS schedule 40, foam core type, plain end black, 2\" diameter, no , couplings or clevis hanger assem.","Pipe: 50mm dia. ABS (does not include coupling or hangers) materials",{"$f":"E172-0.43*8.55-0.48*14.45","v":20.387499999999999},2018,{"$f":"IF(A175=\"rsmeans\",1.051,1)","v":1.0509999999999999},{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F175)","v":1.03},"ft","ft to m","m",72.408400180446179]
["RSMeans","22 11 13.76 4962","Pipe fittings, plastic, DWV ABS non-pressure socket joints, couplings 2\"","Fittings:  50 mm ABS couplings materials",43,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F176)","v":1.03},"each","each","each",46.548789999999997]
["RSMeans","22 11 19.42 4180","Backflow preventers, includes valves & test cocks, corrosion resistant, automatic operation, Reduced pressure principle, threaded bronze, ball valves, 2\" pipe","Reduced pressure backflow preventer:  50 mm materials",1325,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F177)","v":1.03},"each","each","each",1434.3522499999999]
["RSMeans","31 11 10.10 0020","Clear and grub site, cut and chip light trees to 6\"","Cut & Chip light trees - labour",4950,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F178)","v":1.03},"acre","acre to m2","m2",1.3241200008974865]
["RSMeans","31 11 10.10 0150","Clear and grub site, grub stumps and remove","Grub stumps - labour",1975,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F179)","v":1.03},"acre","acre to m2","m2",0.52831050540859315]
["RSMeans","32 91 13.23 3650","Structural soil mixing, screen topsoil from stock pile, mobilization",null,490,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F180)","v":1.03},"each","each","each",530.4396999999999]
["RSMeans","32 91 13.23 3550","Structural soil mixing, screen topsoil from stock pile, dry material",null,7.4,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F181)","v":1.03},"cy","c.y. to m3","m3",10.477626854837128]
["RSMeans","32 91 13.23 3550","Structural soil mixing, screen topsoil from stock pile, mixing with conditioners, manure and peat",null,2.2000000000000002,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F182)","v":1.03},"cy","c.y. to m3","m3",3.1149701460326602]
["RSMeans","32 91 13.23 3550","Structural soil mixing, spread conditioned topsoil, 6\" deep, 300 hp dozer",null,{"$f":"775/1000","v":0.77500000000000002},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F183)","v":1.03},"ft2","ft2 to m2","m2",9.0305022442762866]
["RSMeans","32 91 13.23 3550","Structural soil mixing, tiling topsoil, 20 hp tractor, disk harrow, 2\" deep",null,{"$f":"1.98/1000","v":1.98E-3},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F184)","v":1.03},"ft2","ft2 to m2","m2",2.3071476701505871E-2]
["RSMeans","32 93 13.40 xxxx\n32 93 13.30 xxxx\n32 93 23.10 xxxx","Average of plant costs for bioretention - see Plant costing file","Plant material, delivery, labour",77.67,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F185)","v":1.03},"m2","m2 to m2","m2",84.080105099999997]
["RSMeans","32 93 43.10 0594","Planting, trees, shrubs and ground cover, medium soil, container, 3 gallon, includes planting only","Vegetation:  labour",34.5,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F186)","v":1.03},"m2","m2 to m2","m2",37.347284999999999]
["RSMeans","32 93 43.10 0590","Planting, trees, shrubs and ground cover, medium soil, container, average of 1 gallon and 5 gallon, includes planting only","Vegetation:  labour",16.45,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F187)","v":1.03},"m2","m2 to m2","m2",17.8076185]
["HORTICO, GoWild Native Plant Nursery, Ontario Native Plants, Grand Morrain Growers, St Williams",null,"Trees and shrubs, assume:\n 25% tree coverage at 3 m OC spacing, one gallon pots, average $13.79 each\n75% shrub coverage at 1 m OC spacing, one gallon pots, average $12.79 each\nSee plant costing file",null,{"$f":"(1/9)*(13.79+E186)+1*(12.79+E187)","v":34.605555555555554},2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F188)","v":1},"m2","m2 to m2","m2",34.605555555555554]
["St. Williams Nursery ",null,"Stream Channel & Wetland Edge Seed Mix, $155.kg, 8 to 12 kg/ha",null,{"$f":"155*10/10000+L193","v":0.46044761740740336},2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F189)","v":1},"m2","m2 to m2","m2",0.46044761740740336]
["St. Williams Nursery ",null,"Bobolink & Meadowlark Wet Meadow seed mix, $130.kg, 10 to 12 kg/ha",null,{"$f":"155*11/10000+L193","v":0.47594761740740343},2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F190)","v":1},"m2","m2 to m2","m2",0.47594761740740343]
["St. Williams Nursery ",null,"Base Restoration Seed Mix,  $105.kg, 7 to 10 kg/ha",null,{"$f":"105*8.5/10000+L193","v":0.39469761740740339},2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F191)","v":1},"m2","m2 to m2","m2",0.39469761740740339]
["HORTICO, Grand Morrain Growers, St Williams",null,"Aquatic plant material, Emergent - plugs, 3 plants per m of waters edge; Submergent  -  1 gallon pots, 3 plants per m of waters edge\nPlanting guideline from City of Toronto Landscape Design Guidelines for Stormwater Management Ponds, 2015\nSee plant cost file for costing",null,{"$f":"3*(3.07+E194)+3*(9.61+E196)","v":89.55},2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F192)","v":1},"m","m to m","m",89.55]
["RSMeans","32 92 19.13 0800","Mechanical seeding, grass seed, hand push spreader, 4.5 lb per 1000 ft2",null,{"$f":"27/1000","v":2.7E-2},2019,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F193)","v":1},"ft2","ft2 to m2","m2",0.30544761740740339]
["RSMeans","32 93 43.10 0560","Planting, trees, shrubs and ground cover, medium soil, bare root seedlings 3\" to 5\", includes planting only",null,0.72,2019,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F194)","v":1},"each","each","each",0.75671999999999995]
["RSMeans","32 93 43.10 0560","Planting, trees, shrubs and ground cover, medium soil, 3\" pot, includes planting only",null,0.82,2019,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F195)","v":1},"each","each","each",{"$f":"IF(ISNUMBER(M195),M195,E195*H195*G195*VLOOKUP(J195,$K$227:$L$245,2,FALSE))","v":0.86181999999999992}]
["RSMeans","32 93 43.10 0560","Planting, trees, shrubs and ground cover, medium soil, 1 gallon pot, includes planting only",null,16.45,2019,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F196)","v":1},"each","each","each",17.28895]
["RSMeans","32 93 43.10 0560","Planting, trees, shrubs and ground cover, medium soil, 3 gallon pot, includes planting only",null,34.5,2019,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F197)","v":1},"each","each","each",36.259499999999996]
["RSMeans","10 14 26.10 0050","Post and panel signage, Alum. Incl. 2 posts, 2-sided panel (blank), concrete footings per post",null,1050,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F198)","v":1.03},"each","each","each",1136.6564999999998]
["RSMeans","32 91 13.16 0100","Soil preparation, mulching, aged bark, 3\" deep, hand spread","Wood mulch:  material",9.0500000000000007,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F199)","v":1.03},"sy","sy to m2","m2",11.716990245034999]
["RSMeans","01 31 13.20 0160","Assume 4 hours common labourer/m3","Remove sediment - Manual",{"$f":"4*E209","v":242.5},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F200)","v":1.03},"m3","m3 to m3","m3",262.51352500000002]
["RSMeans","32 01 90.26 4900","Watering, watering lawn or planting bed with hose, 1\" water, 60' soaker hoses in place, labour only","Water - NON-GREEN ROOF",{"$f":"30.5/1000","v":3.0499999999999999E-2},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F201)","v":1.03},"ft2","ft2 to m2","m2",0.3553939592908732]
["Fortin estimate",null,"Watering, watering lawn or planting bed, 1\" water, 60' soaker hoses in place, cost of municipal water ",null,{"$f":"(1/12)*Assumptions!D12/35.3147","v":4.7194699846428443E-3},2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F202)","v":1},"ft2","ft2 to m2","m2",5.0799974001300756E-2]
["RSMeans","01 54 33 6925","Equipment rental, Water tank trailor. Engine driven discharge, 10,000 gallons",null,201.6,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F203)","v":1.03},"day","day","day",218.23804799999999]
["RSMeans","32 01 90.26 4920","Watering, watering lawn or planting bed, 1\" water, 60' soaker hoses in place, labour only","Green roof watering",{"$f":"0.0545/1000","v":5.4499999999999997E-5},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F204)","v":1.03},"ft2","ft2 to m2","m2",6.3504822233942913E-4]
["Fortin estimate",null,"Watering, watering lawn or planting bed, 1\" water, 60' soaker hoses in place, cost of municipal water ","not included before",{"$f":"(1/12)*Assumptions!D13/35.3147","v":2.3597349923214221E-3},2019,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F205)","v":1},"ft2","ft2 to m2","m2",2.5399987000650378E-2]
["WeedPro (https://www.weed-pro.com/blog/cost-to-aerate-lawn)",null,"The average lawn size is about ten thousand square feet, making the average aeration cost around $150. It will take a lawn care company about 30 minutes to aerate a ten thousand square foot lawn. Adding overseeding and fertilizing to your aeration will bump up the cost.  The cost of aeration, overseeding, and fertilizing is around $250 to $300 if you use a lawn care company. (Jan 2019)","Core aeration",{"$f":"300/10000","v":0.03},2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F206)","v":1.03},"ft2",{"$f":"VLOOKUP(I206,$J$227:$M$245,2,FALSE)","v":"ft2 to m2"},{"$f":"VLOOKUP(I206,$J$227:$M$245,4,FALSE)","v":"m2"},0.33260497508153664]
["RSMeans","01 31 13.20 0120","Field personel, engineer","Engineer level person for inspections",{"$f":"2300/35","v":65.714285714285708},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F207)","v":1.03},"hour","hour","hour",71.137685714285709]
["RSMeans","01 31 13.20 0100","Field personnel, junior engineer","Field Technician",{"$f":"1750/35","v":50},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F208)","v":1.03},"hour","hour","hour",54.1265]
["RSMeans","01 31 13.20 0160","Field personnel, general purpose laborer, average","RWH clean in-line filter",{"$f":"2425/40","v":60.625},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F209)","v":1.03},"hour","hour","hour",65.628381250000004]
["RSMeans","32 01 30.10 1130","Site maintenance, flower bed maintenance, police, hand pickup","Remove litter",{"$f":"16.2/1000","v":1.6199999999999999E-2},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F210)","v":1.03},"ft2","ft2 to m2","m2",0.18876662755777529]
["SGS soil package",null,null,"Soil Testing (SGS Top Soil Package 2016)",{"$f":"150","v":150},2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F211)","v":1.03},"each","each","each",154.5]
["TRCA - Hatton",null,"Soil analysis","Soil test",550,2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F212)","v":1.03},"each","each","each",566.5]
["RSMeans","32 01 90.24 6700","Shrub pruning, prune, shrub bed, ","Prune",{"$f":"69.5/1000","v":6.9500000000000006E-2},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F213)","v":1.03},"ft2","ft2 to m2","m2",0.80983213674477683]
["RSMeans","32 01 90.23 0200","Pruning, 9\" caliper, by hand (cost per tree converted to unit area cost assuming trees planted 3 m on center and 5% of trees require work)","Prune",{"$f":"129/9*0.05","v":0.71666666666666679},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F214)","v":1.03},"m2","m2 to m2","m2",0.77581316666666678]
["RSMeans","32 01 30.10 1300","Site maintenamce, weed mulched bed","Weed - NON-GREEN ROOF",{"$f":"24.5/1000","v":2.4500000000000001E-2},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F215)","v":1.03},"ft2","ft2 to m2","m2",0.28548039352873422]
["RSMeans","33 01 30.11 6140","O&M sewer utilities, telvision inspection of sewers, cleaning, 4\" to 12\" ","Unclog underdrain",3.9,2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F216)","v":1.03},"ft","ft to m","m",13.85126968503937]
["RSMeans","32 01 90.19 4100","Mowing, lawn mowing, power mower, 18\" to 22\"","Mowing",{"$f":"7.45/1000","v":7.45E-3},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F217)","v":1.03},"ft2","ft2 to m2","m2",8.6809344154655937E-2]
["RSMeans","32 01 90.19 5000","Mowing brush, tractor with rotary rotor, medium density",null,{"$f":"80/1000","v":0.08},2018,1.0509999999999999,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F218)","v":1.03},"ft2","ft2 to m2","m2",0.93218087682852002]
["MetroJet Wash",null,null,"Clean Hydrodynamic Separator",1200,2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F219)","v":1.03},"each","each","each",1236]
["MetroJet Wash",null,null,"Clean separator row",300,2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F220)","v":1.03},"each","each","each",309]
["MetroJet Wash",null,null,"Clean catchbasins",75,2018,1,{"$f":"(1+Assumptions!$D$14)^(YEAR(NOW())-F221)","v":1.03},"each","each","each",77.25]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,"CONVERSION FACTORS LOOKUP TABLE"]
[null,null,null,null,null,null,null,null,null,"acre","acre to m2",{"$f":"1/4046.8564","v":2.4710538283493331E-4},"m2"]
[null,null,null,null,null,null,null,null,null,"BCY","c.y. to m3",{"$f":"1/0.764555","v":1.3079503763627209},"bm3"]
[null,null,null,null,null,null,null,null,null,"cy","c.y. to m3",{"$f":"1/0.764555","v":1.3079503763627209},"m3"]
[null,null,null,null,null,null,null,null,null,"day","day",1,"day"]
[null,null,null,null,null,null,null,null,null,"each","each",1,"each"]
[null,null,null,null,null,null,null,null,null,"ECY","c.y. to m3",{"$f":"1/0.764555","v":1.3079503763627209},"Em3"]
[null,null,null,null,null,null,null,null,null,"ft","ft to m",{"$f":"1/0.3048","v":3.280839895013123},"m"]
[null,null,null,null,null,null,null,null,null,"ft2","ft2 to m2",{"$f":"1/0.092903","v":10.763915051182416},"m2"]
[null,null,null,null,null,null,null,null,null,"ft3","ft3 to m3",{"$f":"1/0.0283168","v":35.314724827664143},"m3"]
[null,null,null,null,null,null,null,null,null,"hour","hour",1,"hour"]
[null,null,null,null,null,null,null,null,null,"LCY","LCY to m3",{"$f":"1/0.764555","v":1.3079503763627209},"m3"]
[null,null,null,null,null,null,null,null,null,"Lm3","m3 to m3",1,"Lm3"]
[null,null,null,null,null,null,null,null,null,"m","m to m",1,"m"]
[null,null,null,null,null,null,null,null,null,"m2","m2 to m2",1,"m2"]
[null,null,null,null,null,null,null,null,null,"m3","m3 to m3",1,"m3"]
[null,null,null,null,null,null,null,null,null,"SY","sy to m2",{"$f":"1.19599","v":1.1959900000000001},"m2"]
[null,null,null,null,null,null,null,null,null,"ton","ton-tonne",{"$f":"2/2.204","v":0.90744101633393826},"tonne"]

{"sheet":"BRDesign","index":3,"n_rows":208,"n_cols":17,"rows_kept":208,"cut":false,"hidden":false,"merged":[[146,13,151,15],[128,6,128,8],[128,9,129,9],[125,13,143,15],[91,2,109,7],[89,2,89,7],[53,2,53,13],[2,2,2,7],[29,2,52,14],[58,13,58,14],[88,2,88,7]]}
[null,"BIORETENTION",null,null,null,null,null,null,null,"BR calcs",null,"TOC",null,"INTRO","Capital","O&M","Summary"]
[]
[null,null,"Design & Costs Information"]
[]
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[null,null,"Design Guidance (visit wiki.sustainabletechnologies.ca for detailed guidance; see the STEP Life Cycle Costing Tool User Guide for info on how to use the tool for cost estimation) \n• Bioretention cells work best for smaller drainage areas in terms of water quality treatment; however, smaller facilities are also more expensive than those designed for larger drainage areas. Generally, 8000 m2 is the most cost-effective drainage area for water quality treatment. \n• STEP recommends a maximum drainage area to surface area ratio of 20:1. The tool uses this as a default for cost-optimization purposes\n• The STEP LID Planning and Design guide recommends a depth of .75 metres or over; the tool default is .75 metres\n• The recommended mulch depth is 75 millimetres on the surface of the filter bed to enhance plant survival, suppress weed growth and pre-treat runoff. \n• An underdrain (minimum 200 mm perforated pipe) is only needed where the native soil infiltration rate is less than 15 mm/hr, or when other factors preclude infiltration.\n• For the full infiltration, partial infiltration, and no infiltration model designs used to generate costs, see the LCCT User Guide\nTool Assumptions\n• User enters site information into the yellow cells in the User Input section.  The tool includes defaults based on STEP’s LID Planning and Design Guidance, but users may change the values found in the pink cells. STEP default values are kept in a separate column as a reference. \n• Designs include pretreatment through stone diaphragms at curb inlets.  Other forms of pretreatment, such as a settling forebay or a vegetated filter strip, are not included. Vegetated filter strips have their own costing sheet, should the user want to select this method for pretreatment\n• The tool calculates costs for new designs (based on model designs; see the LCCT User Guide) and includes costs of design (as part of overhead), contractor profit, material, delivery, labour, equipment (rental, operating and operator costs), hauling and disposal. Since the tool was built to estimate greenfield development costs, it does not include mobilization and demobilization. You can add mobilization costs in the \"Additional Costs\" cells.\n• Unit costs are based on 2018 pricing; the tool automatically adds inflation. See the Assumptions sheet for details.\n• The cost of retrofitting is in general 16% higher than the cost of new construction.  These added construction costs can be found in the 'costs summary' tab and are easily added to the total construction cost for increased accuracy."]
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[]
[null,null,"USERS: Please enter information into YELLOW coloured cells, DO NOT LEAVE BLANK"]
[]
[null,null,"Site and Design Information",null,null,null,null,null,null,"Construction Costs ",null,null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,"USER INPUTS",null,null,null,null,null,null,"PRE-CONSTRUCTION",null,null,null,"Unit ","Cost","Cost adjustment"]
[null,null,"Drainage area (DA)",null,null,null,2000,"m2",null,"Test pits (2)",null,null,{"$f":"IFERROR(IF(G62=0,\"\",ROUNDUP(TestPits!E8*2,0)),\"\")","v":5},"m3",{"$f":"CapitalCosts!G102*(1+$P$59)*(1+P62)","v":1063.974689198292},0]
[null,null,"Native soil infiltration rate",null,null,null,10,"mm/hr",null,"Infiltration tests (2 per test pit)",null,null,{"$f":"IFERROR(IF(G62=0,\"\",IF(G64=\"No Infiltration\",0,4)),\"\")","v":4},"tests",{"$f":"CapitalCosts!G103*(1+$P$59)*(1+P63)","v":601.43562583333323},0]
[null,null,"Design type 1",null,null,null,"Partial Infiltration","Unitless",null,"Stakeout of utilities",null,null,{"$f":"IF(G62=0,\"\",1)","v":1},"visit",{"$f":"CapitalCosts!G104*(1+$P$59)*(1+P64)","v":581.94999999999993},0]
[null,null,"Drainage period",null,null,null,36,"hours",null,"Erosion and sediment controls:"]
[null,null,"BR surface area length to width ratio",null,null,null,1,"Unitless",null,"      2\" Submersible gas pump",null,null,{"$f":"IFERROR(IF(G62=0,\"\",IF(G64=\"No Infiltration\",0,3)),\"\")","v":3},"days",{"$f":"CapitalCosts!G106*(1+$P$59)*(1+P66)","v":104.22165827999997},0]
[null,null,"Project land value classification",null,null,null,"None","Unitless",null,"      Silt sack in catchbasin",null,null,{"$f":"IFERROR(IF(G62=0,\"\",IF(G64=\"No Infiltration\",0,1)),\"\")","v":1},"each",{"$f":"CapitalCosts!G107*(1+$P$59)*(1+P67)","v":78.359849999999994},0]
[null,null,"DESIGN DEFAULTS ",null,null,"defaults","(values in col G can be changed)",null,null,"      Silt fence 2 m around excavation",null,null,{"$f":"IFERROR(IF(G62=0,\"\",IF(G64=\"Full Infiltration\",2*(CapitalCosts!D48+2)+2*(CapitalCosts!D49+2),IF(G64=\"Partial Infiltration\",2*(CapitalCosts!D48+(CapitalCosts!I57*2)+2)+2*(CapitalCosts!D49+(CapitalCosts!I57*2)+2),0))),\"\")","v":50.660799999999995},"m",{"$f":"CapitalCosts!G108*(1+$P$59)*(1+P68)","v":382.23751976543821},0]
[null,null,"Maximum drainage area to surface area ratio",null,null,20,20,"Unitless",null,"Value of project land",null,null,{"$f":"G82","v":100},"m2",{"$f":"CapitalCosts!G101*(1+$P$59)*(1+P69)","v":0},0]
[null,null,"Water Quality Volume Requirement ",null,null,45,45,"m3/ha",null,"Add additional costs if necessary",null,null,null,null,0]
[null,null,"Filter Media Depth",null,null,0.75,0.75,"m",null,"EXCAVATION"]
[null,null,"Ponding depth",null,null,0.2,0.2,"m",null,"Excavation",null,null,{"$f":"IFERROR(IF(G62=0,\"\",CapitalCosts!D111),\"\")","v":155.49698395331728},"m3",{"$f":"CapitalCosts!G111*(1+$P$59)*(1+P72)","v":437.86909038268334},0]
[null,null,"Safety factor",null,null,2.5,2.5,"Unitless",null,"Loading",null,null,{"$f":"Assumptions!$D$8","v":0.15},"% of excavation cost",{"$f":"CapitalCosts!G112*(1+$P$59)*(1+P73)","v":65.680363557402487},0]
[null,null,"Void ratio",null,null,40,40,"%",null,"Hauling",null,null,{"$f":"IFERROR(IF(G62=0,\"\",CapitalCosts!D113),\"\")","v":5},"hours",{"$f":"CapitalCosts!G113*(1+$P$59)*(1+P74)","v":1021.4211814999998},0]
[null,null,"Mulch depth",null,null,7.4999999999999997E-2,7.4999999999999997E-2,"m",null,"Safety fencing 6 m around excavation",null,null,{"$f":"IFERROR(IF(G62=0,\"\",(CapitalCosts!D48+12+CapitalCosts!D49+12)*2),\"\")","v":88},"m (1 week rental)",{"$f":"CapitalCosts!G114*(1+$P$59)*(1+P75)","v":1924.7866418635165},0]
[null,null,"DESIGN CALCULATIONS",null,null,null,null,null,null,"Trenching for pipe to sewer ",null,null,{"$f":"IFERROR(IF(G62=0,\"\",CapitalCosts!D49+1),\"\")","v":11},"m",{"$f":"CapitalCosts!G115*(1+$P$59)*(1+P76)","v":489.14302733595792},0]
[null,null,"Pea gravel depth",null,null,null,{"$f":"IFERROR(IF(G62=0,\"\",IF($G$64=\"Full Infiltration\",0,0.1)),\"\")","v":0.1},"m",null,"Add additional costs if necessary",null,null,null,null,0]
[null,null,"Filter media depth",null,null,null,{"$f":"IFERROR(IF(G62=0,\"\",IF($G$64=\"Full Infiltration\",CapitalCosts!D43,CapitalCosts!D16)),\"\")","v":0.75},"m",null,"MATERIALS & INSTALLATION"]
[null,null,"Gravel storage layer depth",null,null,null,{"$f":"IFERROR(IF(G62=0,\"\",IF($G$64=\"Full Infiltration\",0,IF($G$64=\"Partial Infiltration\",CapitalCosts!D57,IF($G$64=\"No Infiltration\",CapitalCosts!D68,0)))),\"\")","v":0.55999999999999994},"m",null,{"$f":"CapitalCosts!C134","v":"Impermeable membrane"},null,null,{"$f":"IFERROR(IF(G62=0,\"\",IF(G64=\"No Infiltration\",(CapitalCosts!D48*CapitalCosts!D49)+(2*(CapitalCosts!D48*1.2))+(2*(CapitalCosts!D49*1.2))+(2*(CapitalCosts!D48*CapitalCosts!I71))+(2*(CapitalCosts!D49*CapitalCosts!I71))+(4*CapitalCosts!I72)+(2*((CapitalCosts!D48+CapitalCosts!I70*2)*1))+(2*((CapitalCosts!D49+CapitalCosts!I70*2)*1)),0)),\"\")","v":0},"m2",{"$f":"CapitalCosts!G134*(1+$P$59)*(1+P79)","v":0},0]
[null,null,"Total depth 2",null,null,null,{"$f":"IFERROR(IF(G62=0,\"\",SUM(G75,G77:G79)),\"\")","v":1.4849999999999999},"m ",null,{"$f":"CapitalCosts!C135","v":"Underdrain"},null,null,{"$f":"IFERROR(IF(G62=0,\"\",IF($G$64=\"Full Infiltration\",0,CapitalCosts!D48)),\"\")","v":10},"m",{"$f":"CapitalCosts!G135*(1+$P$59)*(1+P80)","v":734.43693799212576},0]
[null,null,"Underdrain diameter",null,null,null,{"$f":"IFERROR(IF(G62=0,\"\",IF($G$64=\"Full Infiltration\",0,0.2)),\"\")","v":0.2},"m",null,{"$f":"CapitalCosts!C136","v":"Clean out pipes (2 pipes)"},null,null,{"$f":"IFERROR(IF(G62=0,\"\",IF($G$64=\"Full Infiltration\",0,2*(CapitalCosts!D16+CapitalCosts!D17+CapitalCosts!D18+CapitalCosts!D19))),\"\")","v":2.25},"m",{"$f":"CapitalCosts!G136*(1+$P$59)*(1+P81)","v":76.754679995078732},0]
[null,null,"Surface area (SA)",null,null,null,{"$f":"IF(G62=0,\"\",G83*G84)","v":100},"m2",null,{"$f":"CapitalCosts!C137","v":"Overflow pipes"},null,null,{"$f":"IFERROR(IF(G62=0,\"\",IF(G64=\"Full Infiltration\",CapitalCosts!D44+G72,IF(G64=\"Partial Infiltration\",CapitalCosts!D58+G72,IF(G64=\"No Infiltration\",CapitalCosts!D69+G72)))),\"\")","v":1.6849999999999998},"m",{"$f":"CapitalCosts!G137*(1+$P$59)*(1+P82)","v":81.487383596866778},0]
[null,null,"Length",null,null,null,{"$f":"IF($G$64=\"full infiltration\",CapitalCosts!D48,IF($G$64=\"partial infiltration\",CapitalCosts!D61,IF($G$64=\"no infiltration\",CapitalCosts!D72)))","v":10},"m",null,{"$f":"CapitalCosts!C138","v":"Pipe to sewer"},null,null,{"$f":"IFERROR(IF(G62=0,\"\",M76),\"\")","v":11},"m",{"$f":"CapitalCosts!G138*(1+$P$59)*(1+P83)","v":531.96511546915997},0]
[null,null,"Width",null,null,null,{"$f":"IF(G63=0,\"\",IF($G$64=\"full infiltration\",CapitalCosts!D49,IF($G$64=\"partial infiltration\",CapitalCosts!D62,IF($G$64=\"no infiltration\",CapitalCosts!D73))))","v":10},"m",null,{"$f":"CapitalCosts!C139","v":"Monitoring pipes"},null,null,{"$f":"IFERROR(IF(G62=0,\"\",IF(G64=\"Full Infiltration\",2,IF(G64=\"Partial Infiltration\",2,0))),\"\")","v":2},"each",{"$f":"CapitalCosts!G139*(1+$P$59)*(1+P84)","v":206.25437341945531},0]
[null,null,"Maximum duration of ponding",null,null,null,{"$f":"CapitalCosts!D45","v":50},"hours",null,{"$f":"CapitalCosts!C140","v":"Fittings (materials & labour)"},null,null,{"$f":"IFERROR(IF(G62=0,\"\",\"Yes\"),\"\")","v":"Yes"},"$",{"$f":"CapitalCosts!G140*(1+$P$59)*(1+P85)","v":5088.3740637512492},0]
[null,null,"Water storage volume 3",null,null,null,{"$f":"G82*G80*(G74/100)","v":59.400000000000006},"m3",null,{"$f":"CapitalCosts!C151","v":"Manhole adaptor"},null,null,{"$f":"IFERROR(IF(G62=0,\"\",\"Yes\"),\"\")","v":"Yes"},"units",{"$f":"CapitalCosts!G151*(1+$P$59)*(1+P86)","v":335.17293860000001},0]
[null,null,"Maximum rainfall captured",null,null,null,{"$f":"G86/G62*1000","v":29.700000000000003},"mm",null,{"$f":"CapitalCosts!C152","v":"Delivery"},null,null,{"$f":"CapitalCosts!D152","v":2},"each",{"$f":"CapitalCosts!G152*(1+$P$59)*(1+P87)","v":464.83838199999997},0]
[null,null,null,null,null,null,null,null,null,{"$f":"CapitalCosts!C153","v":"Stone inlets"},null,null,{"$f":"IFERROR(IF(G62=0,\"\",CapitalCosts!I156*0.1),\"\")","v":0.30000000000000004},"m3",{"$f":"CapitalCosts!G153*(1+$P$59)*(1+P88)","v":15.046084470000002},0]
[null,null,{"$f":"IF(G69>20,\"DA/SA should not exceed 15\",\"DA/SA ratio is OK\")","v":"DA/SA ratio is OK"},null,null,null,null,null,null,{"$f":"CapitalCosts!C154","v":"Stone"},null,null,{"$f":"IFERROR(IF(G62=0,\"\",IF($G$64=\"Full Infiltration\",0,CapitalCosts!D48*CapitalCosts!D49*G79)),\"\")","v":55.999999999999993},"m3",{"$f":"CapitalCosts!G154*(1+$P$59)*(1+P89)","v":2808.6024343999998},0]
[null,null,{"$f":"IF(G85>G65,\"Ponding period exceeds specified period, change ponding depth\",\"Ponding duration is OK\")","v":"Ponding period exceeds specified period, change ponding depth"},null,null,null,null,null,null,{"$f":"CapitalCosts!C155","v":"Pea gravel, including labour"},null,null,{"$f":"IFERROR(IF(G63=0,\"\",IF($G$64=\"Full Infiltration\",0,CapitalCosts!D48*CapitalCosts!D49*G77)),\"\")","v":10},"m3",{"$f":"CapitalCosts!G155*(1+$P$59)*(1+P90)","v":597.00133012013532},0]
[null,null,null,null,null,null,null,null,null,{"$f":"CapitalCosts!C156","v":"Geotextile"},null,null,{"$f":"IF(G64=\"Full Infiltration\",0,CapitalCosts!D48)","v":10},"m2",{"$f":"CapitalCosts!G156*(1+$P$59)*(1+P91)","v":20.774676847716194},0]
[null,null,"Notes:\n 1 Suggested design type based on native soil infiltration rate\nFull Infiltration ≥ 15 mm/hr\nPartial Infiltration < 15 mm/hr, requires underdrain\nNo Infiltration - where there are high water tables, contaminated soils, critica infrastructure underneath or other constraints to infiltration, requires underdrain and impermeable liner\n2 Total depth can be changed by adjusting the depth of any of the layers\n3 Water volume capacity does not include ponding depth\n4 The ratio of impervious drainage area to footprint surface area of the practice should be between 5:1 and 15:1 to limit the accumulation of fine sediments and thereby prevent clogging\n5 The tool assumes vegetation covers 2/3 of cell area.  The tool assumes 50% shrubs, 40% grasses, 10% broadleaf/herb\n6 Project Acceptance Inspections include the following options: Option #1: Surface infiltration testing:  Includes 1 Double Ring Infiltration test per 25 m of bioretention (minimum of 5), staff time; Option #2:  Natural event testing:  Includes 2 months of water level monitoring, materials and staff; Option #3: Simulated event testing:  Includes water truck, materials and staff, plus 2 weeks of water level monitoring; Option #4: Continuous water level monitoring:  6 months of water level monitoring, materials and staff. ",null,null,null,null,null,null,{"$f":"CapitalCosts!C157","v":"Backfill "},null,null,{"$f":"IFERROR(IF(G62=0,\"\",IF(G64=\"Full Infiltration\",0,IF(G64=\"Partial Infiltration\",CapitalCosts!I59*1.25/0.9,CapitalCosts!I73*1.25/0.9))),\"\")","v":3.1069221573851817},"m3",{"$f":"CapitalCosts!G157*(1+$P$59)*(1+P92)","v":6.3131156416456014},0]
[null,null,null,null,null,null,null,null,null,{"$f":"CapitalCosts!C158","v":"Curbs & gutter with curb inlets"},null,null,{"$f":"IFERROR(IF(G62=0,\"\",2*(CapitalCosts!D49)+2*(CapitalCosts!D48)),\"\")","v":40},"m",{"$f":"CapitalCosts!G158*(1+$P$59)*(1+P93)","v":4334.3819291338577},0]
[null,null,null,null,null,null,null,null,null,{"$f":"CapitalCosts!C159","v":"Vegetation"},null,null,{"$f":"IFERROR(IF(G62=0,\"\",2/3*(CapitalCosts!D48*CapitalCosts!D49)),\"\")","v":66.666666666666657},"m2",{"$f":"CapitalCosts!G159*(1+$P$59)*(1+P94)","v":6334.0345841999979},0]
[null,null,null,null,null,null,null,null,null,{"$f":"CapitalCosts!C160","v":"Wood mulch"},null,null,{"$f":"IFERROR(IF(G62=0,\"\",CapitalCosts!D48*CapitalCosts!D49*G75),\"\")","v":7.5},"m3",{"$f":"CapitalCosts!G160*(1+$P$59)*(1+P95)","v":99.301492326671621},0]
[null,null,null,null,null,null,null,null,null,{"$f":"CapitalCosts!C161","v":"Filter media TOTAL"},null,null,{"$f":"IFERROR(IF(G62=0,\"\",CapitalCosts!D48*CapitalCosts!D49*G78*1.25),\"\")","v":93.75},"Lm3",{"$f":"CapitalCosts!G161*(1+$P$59)*(1+P96)","v":5790.3517183198064},0]
[null,null,null,null,null,null,null,null,null,"Add additional costs if necessary",null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,"INSPECTIONS"]
[null,null,null,null,null,null,null,null,null,"Construction Inspections",null,null,{"$f":"IF(G62=\"\",\"\",CapitalCosts!D200)","v":5},"visit",{"$f":"(CapitalCosts!D199*M99+CapitalCosts!D203)*(1+$P$59)*(1+P99)","v":1141.4435320129869},0]
[null,null,null,null,null,null,null,null,null,"Project Acceptance Inspections6",null,null,{"$f":"IF(G62=0,\"\",CapitalCosts!E200)","v":2.5},"visit",{"$f":"(CapitalCosts!E199*M100)*(1+$P$59)*(1+P100)","v":401.9279242857142},0]
[null,null,null,null,null,null,null,null,null,"     Option #1:  Surface infiltration testing",null,null,{"$f":"IF(G62=0,\"\",1)","v":1},"tests",{"$f":"CapitalCosts!E205*M101*(1+$P$59)*(1+P101)","v":316.00854916666668},0]
[null,null,null,null,null,null,null,null,null,"     Option #2:  Natural event testing",null,null,{"$f":"IF(G62=0,\"\",1)","v":1},"tests",{"$f":"CapitalCosts!E206*M102*(1+$P$59)*(1+P102)","v":0},-1]
[null,null,null,null,null,null,null,null,null,"     Option #3:  6 months water level monitoring",null,null,{"$f":"IF(G63=0,\"\",1)","v":1},"tests",{"$f":"CapitalCosts!E207*M103*(1+$P$59)*(1+P103)","v":0},-1]
[null,null,null,null,null,null,null,null,null,"Add additional costs if necessary",null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,"TOTALS"]
[null,null,null,null,null,null,null,null,null,"Sub-total",null,null,null,null,{"$f":"SUM(O79:O97,O72:O77,O62:O70,O99:O105)","v":36135.550893465763}]
[null,null,null,null,null,null,null,null,null,"Overhead",null,null,{"$f":"Assumptions!$D$19","v":0.1},null,{"$f":"O106*M107","v":3613.5550893465766}]
[null,null,null,null,null,null,null,null,null,"Other",null,null,0,null,{"$f":"O106*M108","v":0}]
[null,null,null,null,null,null,null,null,null,"GRAND TOTAL",null,null,null,null,{"$f":"SUM(O106:O108)","v":39749.10598281234}]
[]
[]
[]
[null,null,"User Notes:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Maintenance and Life Cycle Costs"]
[null,null,"USERS: Choose your maintenance level.  Defaults will populate the table below.  Light green coloured cells can be modified."]
[]
[null,null,null,null,null,null,null,"Select maitenance level  -->",null,"Low",null,null,null,"Notes:\n▪  Maintenance costs are scaled based on the size of the bioretention.\n \n▪  If rehabilitation is performed, Year 1 and 2 watering and restoration of lost vegetation maintenance will be costed again\n▪  Rehabilitation occurs on schedule, even during the last year of the evaluation period\n▪  The discount rate accounts for the time value of money and the risk of anticipated future cash flows\n▪  All Life Cycle Costing Results are Net Present Value, which takes into account average annual interest and discount rates over the evaluation time periods\n▪  Life cycle cost of Rehabilitation takes into account differences in maintenance when rehabilitation performed\n▪  Average Annual Maintenance cost does not include rehabilitation costs and therefore represents an average of routine maintenance tasks as outlined in the Maintenance table above"]
[null,null,null,null,null,null,null,"Sales tax/HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,null,null,null,null,"Life Cycle Occurrence (every X years)",null,null,"Unit cost"]
[null,null,"MAINTENANCE OPTIONS",null,null,null,"Occurrence","Default ","Assumed "]
[null,null,{"$f":"OM_Costs!C54","v":"Routine Operation Inspections"},null,null,null,"Periodic",1,1,{"$f":"IF(G131=\"Ignore\",0,OM_Costs!D54*($J$127+1))","v":156.89804608025969}]
[null,null,{"$f":"OM_Costs!C55","v":"Maintenance Inspections"},null,null,null,"Periodic",5,5,{"$f":"IF(G132=\"Ignore\",0,OM_Costs!D55*($J$127+1))","v":138.31801430759737}]
[null,null,{"$f":"OM_Costs!C56","v":"Performance Verification Inspections"},null,null,null,"Periodic",15,15,{"$f":"IF(G133=\"Ignore\",0,OM_Costs!D56*($J$127+1))","v":430.22510657282555}]
[null,null,{"$f":"OM_Costs!C57","v":"     PV Option #1:  Surface infiltration testing"},null,null,null,"Periodic",15,15,{"$f":"IF(G134=\"Ignore\",0,OM_Costs!D57*($J$127+1))","v":1488.2983283333333}]
[null,null,{"$f":"OM_Costs!C58","v":"     PV Option #2:  Natural event testing"},null,null,null,"Ignore",15,15,{"$f":"IF(G135=\"Ignore\",0,OM_Costs!D58*($J$127+1))","v":0}]
[null,null,{"$f":"OM_Costs!C59","v":"     PV Option #3:  Simulated event testing"},null,null,null,"Ignore",15,15,{"$f":"IF(G136=\"Ignore\",0,OM_Costs!D59*($J$127+1))","v":0}]
[null,null,{"$f":"OM_Costs!C60","v":"     PV Option #4:  6 months water level monitoring"},null,null,null,"Ignore",15,15,{"$f":"IF(G137=\"Ignore\",0,OM_Costs!D60*($J$127+1))","v":0}]
[null,null,{"$f":"OM_Costs!C61","v":"Watering - Year 1 only"},null,null,null,"Once",1,1,{"$f":"IF(G138=\"Ignore\",0,OM_Costs!D61*($J$127+1))","v":311.20142005246601}]
[null,null,{"$f":"OM_Costs!C62","v":"Watering - Year 2 only"},null,null,null,"Once",2,2,{"$f":"IF(G139=\"Ignore\",0,OM_Costs!D62*($J$127+1))","v":176.34747136306407}]
[null,null,{"$f":"OM_Costs!C63","v":"Annual watering - Starts in Year 3"},null,null,null,"Periodic",1,1,{"$f":"IF(G140=\"Ignore\",0,OM_Costs!D63*($J$127+1))","v":51.86690334207767}]
[null,null,{"$f":"OM_Costs!C64","v":"Drought watering"},null,null,null,"Periodic",5,5,{"$f":"IF(G141=\"Ignore\",0,OM_Costs!D64*($J$127+1))","v":4.3244324534840608}]
[null,null,{"$f":"OM_Costs!C65","v":"Remove litter and debris"},null,null,null,"Periodic",1,1,{"$f":"IF(G142=\"Ignore\",0,OM_Costs!D65*($J$127+1))","v":48.207221345704639}]
[null,null,{"$f":"OM_Costs!C66","v":"Prune"},null,null,null,"Periodic",1,1,{"$f":"IF(G143=\"Ignore\",0,OM_Costs!D66*($J$127+1))","v":68.938310360627014}]
[null,null,{"$f":"OM_Costs!C67","v":"Weed"},null,null,null,"Periodic",1,1,{"$f":"IF(G144=\"Ignore\",0,OM_Costs!D67*($J$127+1))","v":48.603988599578749}]
[null,null,{"$f":"OM_Costs!C68","v":"Sediment removal - Starts Year 2"},null,null,null,"Periodic",1,1,{"$f":"IF(G145=\"Ignore\",0,OM_Costs!D68*($J$127+1))","v":301.68316806524996}]
[null,null,{"$f":"OM_Costs!C69","v":"Add mulch to maintain 75 mm - Starts Year 2"},null,null,null,"Periodic",2,2,{"$f":"IF(G146=\"Ignore\",0,OM_Costs!D69*($J$127+1))","v":56.105343164569462}]
[null,null,{"$f":"OM_Costs!C70","v":"Replace lost vegetation - Starts Year 2"},null,null,null,"Periodic",1,1,{"$f":"IF(G147=\"Ignore\",0,OM_Costs!D70*($J$127+1))","v":715.74590801459976},null,null,null,"User Notes:"]
[null,null,{"$f":"OM_Costs!C71","v":"Unclog underdrain - Starts Year 2"},null,null,null,"Periodic",1,1,{"$f":"IF(G148=\"Ignore\",0,OM_Costs!D71*($J$127+1))","v":176.8668626082677}]
[null,null,{"$f":"OM_Costs!C72","v":"User added additional options"},null,null,null,"Periodic","n/a","n/a",{"$f":"IF(G149=\"Ignore\",0,OM_Costs!D72*($J$127+1))","v":0}]
[null,null,{"$f":"OM_Costs!C73","v":"User added additional options"},null,null,null,"Periodic","n/a","n/a",{"$f":"IF(G150=\"Ignore\",0,OM_Costs!D73*($J$127+1))","v":0}]
[null,null,{"$f":"OM_Costs!C74","v":"User added additional options"},null,null,null,"Periodic","n/a","n/a",{"$f":"IF(G151=\"Ignore\",0,OM_Costs!D74*($J$127+1))","v":0}]
[null,null,{"$f":"OM_Costs!C75","v":"User added additional options"},null,null,null,"Periodic","n/a","n/a",{"$f":"IF(G152=\"Ignore\",0,OM_Costs!D75*($J$127+1))","v":0}]
[null,null,{"$f":"OM_Costs!C76","v":"Rehabilitation"},null,null,null,"Periodic",25,25,{"$f":"IF(G153=\"Ignore\",0,OM_Costs!D76*($J$127+1))","v":9957.5507070450622}]
[]
[null,null,"LIFE CYCLE COSTING INPUTS"]
[null,null,"Inflation Rate (%)",null,null,null,{"$f":"Assumptions!$D$14","v":0.03}]
[null,null,"Discount Rate (%)",null,null,null,{"$f":"Assumptions!$D$15","v":0.05}]
[null,null,"Construction Costs",null,null,null,{"$f":"BRDesign!O109","v":39749.10598281234}]
[null,null,"Life Cycle Costing Results (present value, 50 years)"]
[null,null,"Life Cycle Cost of Rehabilitation",null,null,null,{"$f":"LifeCycleCosts!AY72","v":9963.4392985729864},"<- Difference of total maintenance costs with inflation and discount for rehab vs no rehab"]
[null,null,"Average Annual Maintenance Cost"]
[null,null,"50 Year evaluation period",null,null,null,{"$f":"LifeCycleCosts!AZ69","v":3687.9636858174654},"<- Includes inflation, does not include discount or rehabilitation"]
[null,null,{"$f":"Assumptions!$D$16&\" Year evaluation period\"","v":" Year evaluation period"},null,null,null,{"$f":"LifeCycleCosts!AZ67","v":{"$error":"#DIV/0!"}},"<- Includes inflation, does not include discount or rehabilitation"]
[]
[]
[]
[]
[]
[]
[null,null,"Design Summary"]
[null,null,"Drainage area, m2",null,null,null,{"$f":"G62","v":2000}]
[null,null,"Soil Infiltration rate, mm/hr",null,null,null,{"$f":"G63","v":10}]
[null,null,"Surface area, m2",null,null,null,{"$f":"G82","v":100}]
[null,null,"Design type",null,null,null,{"$f":"G64","v":"Partial Infiltration"}]
[null,null,"Storage volume, m3",null,null,null,{"$f":"G86","v":59.400000000000006}]
[]
[null,null,"Cost Summary"]
[null,null,"Total construction costs",null,null,null,{"$f":"BRDesign!$O$109","v":39749.10598281234}]
[null,null,"Construction cost break down"]
[null,null,"Pre-construction",null,null,null,{"$f":"SUM(BRDesign!O62:O70)","v":2812.1793430770635}]
[null,null,"Excavation",null,null,null,{"$f":"SUM(BRDesign!O72:O77)","v":3938.9003046395596}]
[null,null,"Materials & Installation",null,null,null,{"$f":"SUM(BRDesign!O79:O97)","v":27525.091240283768}]
[null,null,"Inspections",null,null,null,{"$f":"SUM(BRDesign!O99:O104)","v":1859.3800054653677}]
[null,null,"Project mngt, overhead & other",null,null,null,{"$f":"SUM(BRDesign!O107:O108)","v":3613.5550893465766}]
[]
[]
[null,null,"Life Cycle Totals"]
[null,null,"50 YEAR EVALUATION PERIOD"]
[null,null,"PV of maintenance & rehabilitation",null,null,null,{"$f":"IF(G178>0,LifeCycleCosts!AY71,0)","v":56992.56937897922}]
[null,null,"PV of all costs",null,null,null,{"$f":"G189+G178","v":96741.675361791567}]
[null,null,{"$f":"Assumptions!$D$16&\" YEAR EVALUATION PERIOD\"","v":" YEAR EVALUATION PERIOD"}]
[null,null,"PV of maintenance & rehabilitation",null,null,null,{"$f":"IF(G178>0,LifeCycleCosts!AY70,0)","v":{"$error":"#VALUE!"}}]
[null,null,"PV of all costs",null,null,null,{"$f":"G192+G178","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Estimated Retrofit Cost"]
[null,null,"Percentage of total cost",null,null,null,{"$f":"Assumptions!$D$18","v":0.16}]
[null,null,"Total",null,null,null,{"$f":"G178*G196","v":6359.8569572499746}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Working Notes"]

{"sheet":"EGSDesign","index":4,"n_rows":219,"n_cols":17,"rows_kept":219,"cut":false,"hidden":false,"merged":[[92,2,92,6],[30,2,56,15],[135,10,146,15],[148,10,153,15],[95,2,104,6],[93,2,93,6],[139,5,139,7]]}
[null,"ENHANCED GRASS SWALE",null,null,null,null,null,null,null,"EGS calcs",null,"TOC",null,"INTRO","Capital","O&M","Summary"]
[]
[null,null,"Design & Costs Information"]
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[null,null,"Design Guidance (visit wiki.sustainabletechnologies.ca for detailed guidance; see the LCCT User Guide for info on how to use the tool for cost estimation and for model design specifications)\n• EGS can provide pre-treatment for other stormwater BMPs, such as bioretention areas, soakaways and perforated pipe systems or be designed in series with other practices as part of a treatment train.\n• Swales should be designed with a trapezoidal or triangular cross section.  Swale length between culverts should be 5 metres or greater.\n• Swales should be designed with a bottom width between 0.6 and 2.4 metres to allow for shallow flows and adequate water quality treatment.\n• The longitudinal slope should be between 0.5% and 4%.  Check dams should be incorporated on slopes greater than 3%. \n• Side slopes should be as flat as possible to aid in providing pre-treatment for lateral incoming flows and to maximize the swale filtering surface.  Steeper side slopes may be susceptible to erosion from incoming lateral flows.  A maximum slope of 2.5:1 is recommended. The tool defaults to 2.5:1 to minimize facility surface area.\n• Maximum depth of flow should be 50% of height of grass for regularly mown swales, to maximum of 75 mm. For infrequently mown swales, STEP recommends maximim flows of 33% of the height of vegetation. \n• Grass swales should be designed for a maximum velocity of 0.3 m/s or less.  The swale should also convey the locally required design storm (usually the 10 mm year storm) at non-erosive velocities.\nTool Assumptions\n• User enters site information into the yellow cells in the User Input section.  The tool includes defaults based on STEP’s LID Planning and Design Guidance, but users may change the values found in the pink cells. STEP default values are kept in a separate column as a reference. \n• Assumes an in-line system.\n• Thje tool assumes curb-and-gutter around the circumference of the facility with curb-cut inlets every 6 m to 0.5 m2 and stone splash pads. Modify these design assumptions accordingly if you've chosen another inflow method, as these costs are usually very high.\n• Check dam placement depends on slope. The greater the slope, the more check dams placed by the tool. The unit cost for check dams is for the amount of material required, not the number of dams.\n• If configuration includes a driveway (assumed to be two lanes), a culvert pipe connects the EGS and an extra 0.1 m of gravel is added beneath the culvert.  Designs for swales which cross multiple driveways or smaller driveways can account for this by multiplying or dividing these costs in the Additional Costs cells.\n• The tool calculates costs for new designs (based on model designs; see the LCCT User Guide) and includes costs of design (as part of overhead), contractor profit, material, delivery, labour, equipment (rental, operating and operator costs), hauling and disposal. Since the tool was built to estimate greenfield development costs, it does not include mobilization and demobilization. You can add mobilization costs in the \"Additional Costs\" cells.\n• Unit costs are based on 2018 pricing; the tool automatically adds inflation. See the Assumptions sheet for details.\n• The cost of retrofitting is in general 16% higher than the cost of new construction.  These added construction costs can be found in the 'costs summary' tab and are easily added to the total construction cost for increased accuracy."]
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[null,null,"USERS: Please enter information into YELLOW coloured cells"]
[]
[null,null,"Site and Design Information",null,null,null,null,null,"Capital Costs ",null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,"USER INPUTS",null,null,null,null,null,"PRE-CONSTRUCTION",null,null,"Unit ","Cost","Cost adjustment"]
[null,null,"Drainage area 1",null,null,2000,"m2",null,"Test pits (2)",null,{"$f":"IF(F69=\"\",\"\",ROUNDUP(TestPits!E15*2,0))","v":2},"m3",{"$f":"CapitalCosts!Q102*($N$66+1)*(1+N69)","v":255.35392540759005},0]
[null,null,"Option to stormsewer",null,null,"Culvert","unitless",null,"Infiltration tests (2 per test pit)",null,{"$f":"IF(F87=\"\",\"\",2*2)","v":4},"tests",{"$f":"CapitalCosts!Q103*($N$66+1)*(1+N70)","v":601.43562583333323},0]
[null,null,"Is there a driveway separating the EGS?",null,null,"Yes",null,null,"Stakeout of utilities",null,{"$f":"IF(F69=\"\",\"\",1)","v":1},"visit",{"$f":"CapitalCosts!Q104*($N$66+1)*(1+N71)","v":581.94999999999993},0]
[null,null,"Swale shape",null,null,"Linear","unitless",null,"Erosion and sediment controls:"]
[null,null,"Longitudinal slope",null,null,4,"%",null,"      2\" Submersible gas pump",null,{"$f":"IF(F69=\"\",\"\",3)","v":3},"days",{"$f":"CapitalCosts!Q106*($N$66+1)*(1+N73)","v":104.22165827999997},0]
[null,null,"Check dams",null,null,"Yes","unitless",null,"      Silt sack in catchbasin",null,{"$f":"IF(F69=\"\",\"\",1)","v":1},"each",{"$f":"CapitalCosts!Q107*($N$66+1)*(1+N74)","v":78.359849999999994},0]
[null,null,"Check dam type",null,null,"Rock","unitless",null,"      Silt fence around excavation",null,{"$f":"IFERROR(IF(F69=\"\",\"\",CapitalCosts!N108),\"\")","v":118.51052631578948},"m",{"$f":"CapitalCosts!Q108*($N$66+1)*(1+N75)","v":894.16609380515251},0]
[null,null,"Project land value classification",null,null,"None","Unitless",null,"Value of project land",null,{"$f":"CapitalCosts!N101","v":239.9},"m2",{"$f":"CapitalCosts!Q101*($N$66+1)*(1+N76)","v":0},0]
[null,null,"DESIGN DEFAULTS ",null,"defaults","(values in col G can be changed)",null,null,"Add additional costs if necessary",null,{"$f":"IF(F81=\"\",\"\",\"\")","v":""},null,0]
[null,null,"Drainage area to swale area ratio 2",null,10,10,":1",null,"EXCAVATION"]
[null,null,"Pipe to catchbasin length",null,5,5,"m",null,"Excavator",null,{"$f":"IFERROR(IF(F69=\"\",\"\",CapitalCosts!N111),\"\")","v":115.07491228070177},"m3",{"$f":"CapitalCosts!Q112*($N$66+1)*(1+N79)","v":183.24659374511236},0]
[null,null,"Bottom width",null,0.75,0.75,"m ",null,"Loading",null,{"$f":"Assumptions!$D$8","v":0.15},"% of excavation cost",{"$f":"CapitalCosts!Q113*($N$66+1)*(1+N80)","v":27.486989061766856},0]
[null,null,"Depth of swale",null,0.5,0.5,"m",null,"Hauling",null,{"$f":"IFERROR(IF(F69=\"\",\"\",CapitalCosts!P118),\"\")","v":3.6666666666666665},"trips",{"$f":"CapitalCosts!Q114*($N$66+1)*(1+N81)","v":749.04219976666639},0]
[null,null,"Side slopes",null,2.5,2.5,"X:1",null,"Top soil salvage",null,{"$f":"CapitalCosts!N119","v":50},"m3",{"$f":"SUM(CapitalCosts!Q119:Q120)*($N$66+1)*(1+N82)","v":846.97985126969274},0]
[null,null,"Driveway culvert diameter",null,0.3,0.3,"m",null,"Safety fencing",null,{"$f":"IFERROR(IF(F69=\"\",\"\",CapitalCosts!N121),\"\")","v":158.51052631578949},"m (1 week rental)",{"$f":"CapitalCosts!Q121*($N$66+1)*(1+N83)","v":3467.033450538489},0]
[null,null,"Driveway width",null,8.4,8.4,"m",null,"Culvert to stormsewer trenching",null,{"$f":"IF(F69=\"\",\"\",IF(F70=\"Culvert\",4,0))","v":4},"m",{"$f":"CapitalCosts!Q122*($N$66+1)*(1+N84)","v":177.87019175853015},0]
[null,null,"TOOL RESULTS",null,null,null,null,null,"Pipe to catchbasin trenching",null,{"$f":"IFERROR(IF(F69=\"\",\"\",F79),\"\")","v":5},"m",{"$f":"CapitalCosts!Q123*($N$66+1)*(1+N85)","v":222.33773969816269},0]
[null,null,"Check dam height",null,null,{"$f":"IF(F69=\"\",\"\",IF(F74=\"No\",0,0.3))","v":0.3},"m",null,"Add additional costs if necessary",null,null,null,0]
[null,null,"Surface area at top",null,null,{"$f":"IFERROR(IF(F69=\"\",\"\",F69/F78),\"\")","v":200},"m2",null,"MATERIALS & INSTALLATION"]
[null,null,"Width at top",null,null,{"$f":"IF(F69=\"\",\"\",CapitalCosts!N44)","v":4.75},"m",null,"Culvert to stormsewer and 1 headwall",null,{"$f":"IF(F69=\"\",\"\",IF(F70=\"Culvert\",1,0))","v":1},"each",{"$f":"CapitalCosts!Q137*($N$66+1)*(1+N88)","v":1246.5040297532807},0]
[null,null,"Length of bottom",null,null,{"$f":"IF(F69=\"\",\"\",F87/F88)","v":42.10526315789474},"m",null,"Catchbasin",null,{"$f":"IF(F69=\"\",\"\",IF(F70=\"Catchbasin\",1,0))","v":0},"each",{"$f":"CapitalCosts!Q141*($N$66+1)*(1+N89)","v":0},0]
[null,null,"Distance between check dams",null,null,{"$f":"IFERROR(IF(F69=\"\",\"\",IF(F74=\"No\",\"n/a\",F86/(F73/100))),\"\")","v":7.5},"m",null,"Pipe to catchbasin (HDPE)",null,{"$f":"IFERROR(IF(F69=\"\",\"\",F79),\"\")","v":5},"m",{"$f":"CapitalCosts!Q144*($N$66+1)*(1+N90)","v":409.38879451325454},0]
[null,null,"Number of check dams",null,null,{"$f":"IFERROR(IF(F69=\"\",\"\",IF(F74=\"No\",0,ROUNDDOWN(F89/F90,0.1))),\"\")","v":5},"unitless",null,"Pipe to catchbasin delivery",null,{"$f":"IF(F69=\"\",\"\",IF(F70=\"Catchbasin\",1,0))","v":0},"each",{"$f":"CapitalCosts!Q145*($N$66+1)*(1+N91)","v":0},0]
[null,null,null,null,null,null,null,null,"Pipe for driveway culvert (incl delivery)",null,{"$f":"IFERROR(IF(F69=\"\",\"\",F84),\"\")","v":8.4},"m",{"$f":"CapitalCosts!Q148*($N$66+1)*(1+N92)","v":1462.9020608818896},0]
[null,null,{"$f":"IF(F78>10,\"DA/SA should not exceed 10\",\"DA/SA ratio is OK\")","v":"DA/SA ratio is OK"},null,null,null,null,null,"Top Soil Amendments",null,null,null,{"$f":"SUM(CapitalCosts!Q149:Q150)*($N$66+1)*(1+N93)","v":110.63651929274869},0]
[null,null,{"$f":"IF(AND(F74=\"no\",F75<>\"n/a\"),\"Should be 'na'.\",IF(AND(F74<>\"n/a\",F75=\"no\"),\"specify type of check dam\",\"Check dam specification OK\"))","v":"Check dam specification OK"},null,null,null,null,null,"Curbs & gutter with curb inlets",null,{"$f":"IFERROR(IF(F69=\"\",\"\",F89),\"\")","v":42.10526315789474},"m",{"$f":"CapitalCosts!Q151*($N$66+1)*(1+N94)","v":4562.5072938251133},0]
[null,null,null,null,null,null,null,null,"Sod",null,{"$f":"IFERROR(IF(F69=\"\",\"\",CapitalCosts!N152),\"\")","v":233.4375987179576},"m2",{"$f":"CapitalCosts!Q152*($N$66+1)*(1+N95)","v":1306.3164117004544},0]
[null,null,"Notes:\n1 Given the typical urban swale dimensions, the contributing drainage area should be limited to ≤ 20 000 m2 to maintain flow ≤ 0.15 m3/s and velocity ≤ 0.5 m/s.\n2 Typical ratios of impervious drainage area to swale area range from 5:1 to 10:1\n3 Includes compaction tests, 1 Proctor test, and 4 Nuclear Density tests\n5 Project Acceptance Inspections include the following options: Option #1: Surface infiltration testing:  Includes 1 Double Ring Infiltration test per 25 m of bioretention (minimum of 5), staff time; Option #2:  Natural event testing:  Includes 2 months of water level monitoring, materials and staff; Option #3: Simulated event testing:  Includes water truck, materials and staff, plus 2 weeks of water level monitoring.",null,null,null,null,null,{"$f":"IF(F75=\"Curb\",\"Check dams: 0.3 m curb\",IF(F75=\"Filter Sock\",\"Check dams: Biofilter sock\",IF(F75=\"Rock\",\"Check dams: 50 mm clear stone + geotextile\",\"Check dams:\")))","v":"Check dams: 50 mm clear stone + geotextile"},null,{"$f":"IFERROR(IF(F69=\"\",\"\",IF(F75=\"Curb\",CapitalCosts!N153,IF(F75=\"Filter Sock\",CapitalCosts!N154,CapitalCosts!N155))),\"\")","v":2.6999999999999997},{"$f":"IF(F75=\"Rock\",\"m3\",\"m\")","v":"m3"},{"$f":"CapitalCosts!Q157*($N$66+1)*(1+N96)","v":439.06842189145209},0]
[null,null,null,null,null,null,null,null,"Stone inlets",null,{"$f":"IFERROR(IF(F69=\"\",\"\",CapitalCosts!N160),\"\")","v":0.45},"m3",{"$f":"CapitalCosts!Q160*($N$66+1)*(1+N97)","v":116.63488898273017},0]
[null,null,null,null,null,null,null,null,"Stone inlets geotextile",null,{"$f":"IFERROR(IF(F69=\"\",\"\",CapitalCosts!N161),\"\")","v":4.5},"m2",{"$f":"CapitalCosts!Q161*($N$66+1)*(1+N98)","v":9.3486045814722889},0]
[null,null,null,null,null,null,null,null,"Headwalls for driveway culvert",null,{"$f":"IFERROR(IF(F69=\"\",\"\",CapitalCosts!N162),\"\")","v":2},"units",{"$f":"CapitalCosts!Q162*($N$66+1)*(1+N99)","v":856.28122999999982},0]
[null,null,null,null,null,null,null,null,"50 mm clear stone",null,{"$f":"IFERROR(IF(F69=\"\",\"\",CapitalCosts!N163),\"\")","v":16.01154},"Cm3/Bm3",{"$f":"CapitalCosts!Q163*($N$66+1)*(1+N100)","v":848.12403517512098},0]
[null,null,null,null,null,null,null,null,"Compact stone 3",null,{"$f":"IFERROR(IF(F69=\"\",\"\",CapitalCosts!N164),\"\")","v":16.01154},"Em3",{"$f":"CapitalCosts!Q164*($N$66+1)*(1+N101)","v":24.336961850122879},0]
[null,null,null,null,null,null,null,null,"Add additional costs if necessary",null,null,null,0]
[null,null,null,null,null,null,null,null,"INSPECTIONS"]
[null,null,null,null,null,null,null,null,"Construction Inspections",null,{"$f":"IF($F$69=\"\",\"\",CapitalCosts!N200)","v":5},"visit",{"$f":"(CapitalCosts!N199*K104+CapitalCosts!N203)*($N$66+1)+(1+N104)","v":777.2811414567667},0]
[null,null,null,null,null,null,null,null,"Project Acceptance Inspections4",null,{"$f":"IF($F$69=\"\",\"\",CapitalCosts!O200)","v":2.5},"visit",{"$f":"(CapitalCosts!O199*K105+CapitalCosts!O203)*($N$66+1)*(1+N105)","v":654.64505910714274},0]
[null,null,null,null,null,null,null,null,"     Option #1:  Surface infiltration testing",null,{"$f":"IF($F$69=\"\",\"\",1)","v":1},"tests",{"$f":"CapitalCosts!O205*K106*($N$66+1)*(1+N106)","v":468.9159116666666},0]
[null,null,"User Notes:",null,null,null,null,null,"     Option #2:  Natural event testing",null,{"$f":"IF($F$69=\"\",\"\",1)","v":1},"tests",{"$f":"CapitalCosts!O206*K107*($N$66+1)*(1+N107)","v":0},-1]
[null,null,null,null,null,null,null,null,"     Option #3:  Simulated event testing",null,{"$f":"IF($F$69=\"\",\"\",1)","v":1},"tests",{"$f":"CapitalCosts!O207*K108*($N$66+1)*(1+N108)","v":0},-1]
[null,null,null,null,null,null,null,null,"Add additional costs if necessary",null,null,null,0]
[null,null,null,null,null,null,null,null,"TOTALS"]
[null,null,null,null,null,null,null,null,"Sub-total",null,null,null,{"$f":"SUM(M88:M102,M79:M86,M69:M77,M104:M109)","v":21482.375533842715}]
[null,null,null,null,null,null,null,null,"Overhead",null,{"$f":"Assumptions!$D$19","v":0.1},null,{"$f":"M111*K112","v":2148.2375533842715}]
[null,null,null,null,null,null,null,null,"Other",null,0,null,{"$f":"K113*M111","v":0}]
[null,null,null,null,null,null,null,null,"GRAND TOTAL",null,null,null,{"$f":"SUM(M111:M113)","v":23630.613087226986}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Maintenance and Life Cycle Costs"]
[null,null,"USERS: Choose your maintenance level.  Defaults will populate the table below.  Light green coloured cells can be modified."]
[]
[null,null,null,null,null,null,null,null,null,null,"Notes:\n▪  Maintenance costs are scaled based on the size of the enhanced grass swale\n▪  If rehabilitation is performed, Year 1 and 2 watering and restoration of lost vegetation maintenance will be costed again\n▪  Rehabilitation occurs on schedule, even during the last year of the evaluation period\n▪  The discount rate accounts for the time value of money and the risk of anticipated future cash flows\n▪  All Life Cycle Costing Results are Net Present Value, which takes into account average annual interest and discount rates over the evaluation time periods\n▪  Life cycle cost of Rehabilitation takes into account differences in maintenance when rehabilitation performed\n▪  Average Annual Maintenance cost does not include rehabilitation costs and therefore represents an average of routine maintenance tasks as outlined in the Maintenance table above"]
[null,null,null,null,null,"Select maitenance level  -->",null,"Low"]
[null,null,null,null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,null,null,null,"Life Cycle Occurrence (every X years)"]
[null,null,"MAINTENANCE OPTIONS",null,null,"Occurrence","Default ","Assumed ","Unit cost"]
[null,null,{"$f":"OM_Costs!K54","v":"Routine Inspection"},null,null,"Periodic",1,1,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F142=\"Select…\",F142=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L54*($H$138+1),OM_Costs!M54*($H$138+1))))","v":217.52762344368415}]
[null,null,{"$f":"OM_Costs!K55","v":"Maintenance Verification"},null,null,"Periodic",5,5,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F143=\"Select…\",F143=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L55*($H$138+1),OM_Costs!M55*($H$138+1))))","v":188.84266211045107}]
[null,null,{"$f":"OM_Costs!K56","v":"Performance Verification"},null,null,"Periodic",15,15,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F144=\"Select…\",F144=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L56*($H$138+1),OM_Costs!M56*($H$138+1))))","v":533.71630708283203}]
[null,null,{"$f":"OM_Costs!K57","v":"     PV Option #1:  Surface infiltration testing"},null,null,"Periodic",15,15,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F145=\"Select…\",F145=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L57*($H$138+1),OM_Costs!M57*($H$138+1))))","v":2344.5795583333334}]
[null,null,{"$f":"OM_Costs!K58","v":"     PV Option #2:  Natural event testing"},null,null,"Ignore",15,15,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F146=\"Select…\",F146=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L58*($H$138+1),OM_Costs!M58*($H$138+1))))","v":0}]
[null,null,{"$f":"OM_Costs!K59","v":"     PV Option #3:  Simulated event testing"},null,null,"Ignore",15,15,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F147=\"Select…\",F147=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L59*($H$138+1),OM_Costs!M59*($H$138+1))))","v":0}]
[null,null,{"$f":"OM_Costs!K60","v":"     PV Option #4:  6 months water level monitoring"},null,null,"Ignore",15,15,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F148=\"Select…\",F148=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L60*($H$138+1),OM_Costs!M60*($H$138+1))))","v":0}]
[null,null,{"$f":"OM_Costs!K61","v":"Watering - Year 1 only"},null,null,"Once",1,1,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F149=\"Select…\",F149=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L61*($H$138+1),OM_Costs!M61*($H$138+1))))","v":196.5482652962944},null,"User Notes:"]
[null,null,{"$f":"OM_Costs!K62","v":"Watering - Year 2 only"},null,null,"Once",2,2,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F150=\"Select…\",F150=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L62*($H$138+1),OM_Costs!M62*($H$138+1))))","v":111.37735033456681}]
[null,null,{"$f":"OM_Costs!K63","v":"Annual watering - Starts in Year 3"},null,null,"Periodic",1,1,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F151=\"Select…\",F151=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L63*($H$138+1),OM_Costs!M63*($H$138+1))))","v":13.103217686419628}]
[null,null,{"$f":"OM_Costs!K64","v":"Drought watering"},null,null,"Periodic",5,5,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F152=\"Select…\",F152=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L64*($H$138+1),OM_Costs!M64*($H$138+1))))","v":2.731220496937302}]
[null,null,{"$f":"OM_Costs!K65","v":"Remove litter and debris"},null,null,"Periodic",1,1,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F153=\"Select…\",F153=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L65*($H$138+1),OM_Costs!M65*($H$138+1))))","v":96.414442691409278}]
[null,null,{"$f":"OM_Costs!K66","v":"Mowing"},null,null,"Periodic",1,1,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F154=\"Select…\",F154=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L66*($H$138+1),OM_Costs!M66*($H$138+1))))","v":23.336179273911615}]
[null,null,{"$f":"OM_Costs!K67","v":"Sediment removal - Starts Year 2"},null,null,"Periodic",1,1,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F155=\"Select…\",F155=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L67*($H$138+1),OM_Costs!M67*($H$138+1))))","v":301.68316806524996}]
[null,null,{"$f":"OM_Costs!K68","v":"Replace sod - Starts Year 2"},null,null,"Periodic",1,1,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F156=\"Select…\",F156=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L68*($H$138+1),OM_Costs!M68*($H$138+1))))","v":26.625170983657544}]
[null,null,{"$f":"OM_Costs!K69","v":"Weed"},null,null,"Periodic",1,1,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F157=\"Select…\",F157=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L69*($H$138+1),OM_Costs!M69*($H$138+1))))","v":30.697255957628691}]
[null,null,{"$f":"OM_Costs!K70","v":"Prune"},null,null,"Periodic",1,1,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F158=\"Select…\",F158=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L70*($H$138+1),OM_Costs!M70*($H$138+1))))","v":43.539985490922334}]
[null,null,{"$f":"OM_Costs!K71","v":"User added additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F159=\"Select…\",F159=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L71*($H$138+1),OM_Costs!M71*($H$138+1))))","v":0}]
[null,null,{"$f":"OM_Costs!K72","v":"User added additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F160=\"Select…\",F160=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L72*($H$138+1),OM_Costs!M72*($H$138+1))))","v":0}]
[null,null,{"$f":"OM_Costs!K73","v":"User added additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F161=\"Select…\",F161=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L73*($H$138+1),OM_Costs!M73*($H$138+1))))","v":0}]
[null,null,{"$f":"OM_Costs!K74","v":"User added additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F162=\"Select…\",F162=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L74*($H$138+1),OM_Costs!M74*($H$138+1))))","v":0}]
[null,null,{"$f":"OM_Costs!K75","v":"Rehabilitation"},null,null,"Periodic",25,25,{"$f":"IF(EGSDesign!$F$69=\"\",0,IF(OR(F163=\"Select…\",F163=\"Ignore\"),0,IF($H$137=\"Low\",OM_Costs!L75*($H$138+1),OM_Costs!M75*($H$138+1))))","v":5578.3074563258178}]
[]
[]
[null,null,"LIFE CYCLE COSTING INPUTS"]
[null,null,"Inflation Rate (%)",null,null,{"$f":"Assumptions!$D$14","v":0.03}]
[null,null,"Discount Rate (%)",null,null,{"$f":"Assumptions!$D$15","v":0.05}]
[null,null,"Construction Costs",null,null,{"$f":"EGSDesign!M114","v":23630.613087226986}]
[null,null,"Life Cycle Costing Results (present value, 50 years)"]
[null,null,"Life Cycle Cost of Rehabilitation",null,null,{"$f":"LifeCycleCosts!CV72","v":5581.6062970742996},"<- Difference of total maintenance costs with inflation and discount for rehab vs no rehab"]
[null,null,"Average Annual Maintenance Cost"]
[null,null,"50 Year evaluation period",null,null,{"$f":"LifeCycleCosts!CW69","v":2002.6619668469275},"<- Includes inflation, does not include discount or rehabilitation"]
[null,null,{"$f":"Assumptions!$D$16&\" Year evaluation period\"","v":" Year evaluation period"},null,null,{"$f":"LifeCycleCosts!CW67","v":{"$error":"#DIV/0!"}},"<- Includes inflation, does not include discount or rehabilitation"]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Cost Summary"]
[]
[]
[null,null,"Total construction costs",null,null,null,{"$f":"EGSDesign!M114","v":23630.613087226986}]
[null,null,"Construction cost break down"]
[null,null,"Pre-construction",null,null,null,{"$f":"SUM(EGSDesign!M69:M77)","v":2515.4871533260757}]
[null,null,"Excavation",null,null,null,{"$f":"SUM(EGSDesign!M79:M86)","v":5673.9970158384203}]
[null,null,"Materials & Installation",null,null,null,{"$f":"SUM(EGSDesign!M88:M102)","v":11392.049252447639}]
[null,null,"Inspections",null,null,null,{"$f":"SUM(EGSDesign!M104:M109)","v":1900.8421122305758}]
[null,null,"Project mngt, overhead & other",null,null,null,{"$f":"SUM(EGSDesign!M112:M113)","v":2148.2375533842715}]
[]
[null,null,"Life Cycle Totals"]
[null,null,"50 YEAR EVALUATION PERIOD"]
[null,null,"PV of maintenance & rehabilitation",null,null,null,{"$f":"LifeCycleCosts!CV71","v":30956.644530636382}]
[null,null,"PV of all costs",null,null,null,{"$f":"G196+G186","v":54587.257617863368}]
[null,null,{"$f":"Assumptions!$D$16&\" YEAR EVALUATION PERIOD\"","v":" YEAR EVALUATION PERIOD"}]
[null,null,"PV of maintenance & rehabilitation",null,null,null,{"$f":"LifeCycleCosts!CV70","v":{"$error":"#VALUE!"}}]
[null,null,"PV of all costs",null,null,null,{"$f":"G199+G186","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Retrofit Cost"]
[null,null,"Percentage of total cost",null,null,null,{"$f":"Assumptions!$D$18","v":0.16}]
[null,null,"Total",null,null,null,{"$f":"G186*G203","v":3780.898093956318}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Working Notes"]

{"sheet":"VFSDesign","index":5,"n_rows":209,"n_cols":17,"rows_kept":209,"cut":false,"hidden":false,"merged":[[172,2,172,6],[82,2,82,6],[60,11,60,12],[2,2,2,6],[55,2,55,11],[127,10,132,15],[88,2,94,6],[116,10,125,15],[30,2,53,15],[83,2,84,6],[119,5,119,7]]}
[null,"Vegetated Filter Strips",null,null,null,null,null,null,null,"VFS calcs",null,"TOC",null,"INTRO","Capital","O&M","Summary"]
[]
[null,null,"Design & Costs Information"]
[]
[]
[]
[]
[]
[]
[]
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[]
[null,null,"Design Guidance (visit wiki.sustainabletechnologies.ca for detailed guidance; see the LCCT User Guide for info on how to use the tool for cost estimation and for model design specifications)\n• If designed as a stand-alone SWM practice, the strip should include a berm at the bottom of the slope. This option is not available on this tool. \n• The maximum contributing flow path length across adjacent impervious surfaces should not exceed 25 metres.  Impervious surfaces draining to a filter strip should not have slopes greater than 3%. \n• The flow path length across the vegetated filter strip should exceed the maximum flow path length across the impervious surface draining to it. \n• The filter strip should have a flow path length of at least 5 metres to provide substantial water quality benefits; however, some pollutant removal benefits are realized with 3 metres of flow path length. \nTool Assumptions\n• User enters site information into the yellow cells in the User Input section.  The tool includes defaults based on STEP’s LID Planning and Design Guidance, but users may change the values found in the pink cells. STEP default values are kept in a separate column as a reference. \n• The tool calculates costs for new designs (based on model designs; see the LCCT User Guide) and includes costs of design (as part of overhead), contractor profit, material, delivery, labour, equipment (rental, operating and operator costs), hauling and disposal. Since the tool was built to estimate greenfield development costs, it does not include mobilization and demobilization. You can add mobilization costs in the \"Additional Costs\" cells.\n• Unit costs are based on 2018 pricing; the tool automatically adds inflation. See the Assumptions sheet for details.\n• The cost of retrofitting is in general 16% higher than the cost of new construction.  These added construction costs can be found in the 'costs summary' tab and are easily added to the total construction cost for increased accuracy."]
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[]
[null,null,"USERS: Please enter information into YELLOW coloured cells"]
[]
[null,null,"Site and Design Information",null,null,null,null,null,"Capital Costs ",null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,"USER INPUTS",null,null,null,null,null,"PRE-CONSTRUCTION",null,null,"Unit ","Cost","Cost adjustment"]
[null,null,"Drainage area 1",null,null,10000,"m2",null,"Test pits (2)",null,{"$f":"IF(F64=\"\",\"\",ROUNDUP(TestPits!E22*2,0))","v":2},"m3",{"$f":"CapitalCosts!AB102*($N$61+1)*(1+N64)","v":255.35392540759005},0]
[null,null,"Longitudinal slope",null,null,0.5,"%",null,"Infiltration tests (2 per test pit)",null,{"$f":"IF(F76=\"\",\"\",2*2)","v":4},"tests",{"$f":"CapitalCosts!AB103*($N$61+1)*(1+N65)","v":601.43562583333323},0]
[null,null,"Outlet to stormsewer",null,null,"Catchbasin","unitless",null,"Stakeout of utilities",null,{"$f":"IF(F64=\"\",\"\",1)","v":1},"visit",{"$f":"CapitalCosts!AB104*($N$61+1)*(1+N66)","v":581.94999999999993},0]
[null,null,"Width",null,null,20,"m",null,"Erosion and sediment controls:",null,null,null,{"$f":"CapitalCosts!AB105*($N$61+1)*(1+N67)","v":0}]
[null,null,"Project land value classification",null,null,"None","Unitless",null,"      2\" Submersible gas pump",null,{"$f":"IF(F64=\"\",\"\",3)","v":3},"days",{"$f":"CapitalCosts!AB106*($N$61+1)*(1+N68)","v":104.22165827999997},0]
[null,null,"DESIGN DEFAULTS ",null,"defaults","(values in col G can be changed)",null,null,"      Silt sack in catchbasin",null,{"$f":"IF(F64=\"\",\"\",CapitalCosts!Y107)","v":1},"each",{"$f":"CapitalCosts!AB107*($N$61+1)*(1+N69)","v":78.359849999999994},0]
[null,null,"Maximum acceptable drainage area ratio",null,10,10,null,null,"      Silt fence around excavation",null,{"$f":"IFERROR(IF(F64=\"\",\"\",CapitalCosts!Y108),\"\")","v":148},"m",{"$f":"CapitalCosts!AB108*($N$61+1)*(1+N70)","v":1116.6652110761152},0]
[null,null,"Depth of swale",null,0.3,0.3,"m",null,"Value of project land",null,{"$f":"CapitalCosts!Y101","v":1000},"m2",{"$f":"CapitalCosts!AB101*($N$61+1)*(1+N71)","v":0},0]
[null,null,"Pipe to catchbasin length",null,5,5,"m",null,"Add additional costs if necessary",null,{"$f":"IF(F71=\"\",\"\",\"\")","v":""},null,0]
[null,null,"TOOL RESULTS",null,null,null,null,null,"EXCAVATION"]
[null,null,"Length",null,null,{"$f":"(F64/F70)/F67","v":50},"m",null,"Excavator",null,{"$f":"IFERROR(IF(F64=\"\",\"\",CapitalCosts!Y111),\"\")","v":300},"m3",{"$f":"CapitalCosts!AB112*($N$61+1)*(1+N74)","v":140.7966506006762},0]
[null,null,"Drainage area to swale area ratio 2",null,null,{"$f":"IF(AND(ISNUMBER(F67*F74)*F67*F74>0),F64/F76,F70)","v":10},":1",null,"Loading",null,{"$f":"Assumptions!$D$8","v":0.15},"% of excavation cost",{"$f":"CapitalCosts!AB113*($N$61+1)*(1+N75)","v":21.119497590101428},0]
[null,null,"Surface area ",null,null,{"$f":"F67*F74","v":1000},"m2",null,"Hauling",null,{"$f":"CapitalCosts!AA118","v":9.3333333333333339},"trips",{"$f":"CapitalCosts!AB114*($N$61+1)*(1+N76)","v":1906.6528721333332},0]
[null,null,null,null,null,null,null,null,"Top soil salvage",null,{"$f":"CapitalCosts!Y119","v":250},"m3",{"$f":"SUM(CapitalCosts!AB119:AB120)*($N$61+1)*(1+N77)","v":4234.8992563484635},0]
[null,null,null,null,null,null,null,null,"Safety fencing",null,{"$f":"IFERROR(IF(F64=\"\",\"\",CapitalCosts!N121),\"\")","v":158.51052631578949},"m (1 week rental)",{"$f":"CapitalCosts!AB121*($N$61+1)*(1+N78)","v":4112.0441894356945},0]
[null,null,null,null,null,null,null,null,"Culvert to stormsewer trenching",null,{"$f":"IF(F64=\"\",\"\",IF(F66=\"Culvert\",4,0))","v":0},"m",{"$f":"CapitalCosts!AB122*($N$61+1)*(1+N79)","v":0},0]
[null,null,null,null,null,null,null,null,"Pipe to catchbasin trenching",null,{"$f":"IFERROR(IF(F64=\"\",\"\",F72),\"\")","v":5},"m",{"$f":"CapitalCosts!AB123*($N$61+1)*(1+N80)","v":222.33773969816269},0]
[null,null,null,null,null,null,null,null,"Add additional costs if necessary",null,null,null,0]
[null,null,null,null,null,null,null,null,"MATERIALS & INSTALLATION"]
[null,null,{"$f":"IF(F65>3,\"A swale with longitudinal slope steeper than 3% requires check dams\",\"Slope conditions are acceptable\")","v":"Slope conditions are acceptable"},null,null,null,null,null,"Culvert to stormsewer and 1 headwall",null,{"$f":"IF(F64=\"\",\"\",IF(F66=\"Culvert\",1,0))","v":0},"each",{"$f":"CapitalCosts!AB137*($N$61+1)*(1+N83)","v":0},0]
[null,null,{"$f":"IF(F75<=F70,\"The design meets the drainage area requirements.\",\"The design does not meet the drainage area requirements.  Please reconsider the drainage area ratio or change swale dimensions \")","v":"The design meets the drainage area requirements."},null,null,null,null,null,"Catchbasin",null,{"$f":"IF(F64=\"\",\"\",IF(F66=\"Catchbasin\",1,0))","v":1},"each",{"$f":"CapitalCosts!AB141*($N$61+1)*(1+N84)","v":1834.8883499999997},0]
[null,null,null,null,null,null,null,null,"Pipe to catchbasin (HDPE)",null,{"$f":"IFERROR(IF(F64=\"\",\"\",F72),\"\")","v":5},"m",{"$f":"CapitalCosts!AB144*($N$61+1)*(1+N85)","v":409.38879451325454},0]
[null,null,null,null,null,null,null,null,"Pipe to catchbasin delivery",null,{"$f":"IF(F64=\"\",\"\",IF(F66=\"Catchbasin\",1,0))","v":1},"each",{"$f":"CapitalCosts!AB145*($N$61+1)*(1+N86)","v":232.41919099999998},0]
[null,null,null,null,null,null,null,null,"Curbs & gutter with curb inlets",null,{"$f":"F74","v":50},"m",{"$f":"CapitalCosts!AB146*($N$61+1)*(1+N87)","v":5417.9774114173215},0]
[null,null,null,null,null,null,null,null,"Sod",null,{"$f":"F76","v":1000},"m2",{"$f":"CapitalCosts!AB147*($N$61+1)*(1+N88)","v":5595.9983262112082},0]
[null,null,"Notes:\n1 Given the typical urban swale dimensions, the contributing drainage area should be limited to ≤ 20 000 m2 to maintain flow ≤ 0.15 m3/s and velocity ≤ 0.5 m/s.\n3 Includes compaction tests, 1 Proctor test, and 4 Nuclear Density tests\n ",null,null,null,null,null,"Stone inlets",null,{"$f":"IFERROR(IF(F64=\"\",\"\",CapitalCosts!Y149),\"\")","v":9},"m3",{"$f":"CapitalCosts!AB150*($N$61+1)*(1+N89)","v":116.63488898273017},0]
[null,null,null,null,null,null,null,null,"Stone inlets geotextile",null,{"$f":"IFERROR(IF(F64=\"\",\"\",CapitalCosts!Y151),\"\")","v":4.5},"m2",{"$f":"CapitalCosts!AB151*($N$61+1)*(1+N90)","v":9.3486045814722889},0]
[null,null,null,null,null,null,null,null,"Compost Amended TopSoil",null,{"$f":"IFERROR(IF(F64=\"\",\"\",CapitalCosts!Y154),\"\")","v":50},"m3",{"$f":"CapitalCosts!AB156*($N$61+1)*(1+N91)","v":5190.5262822087325},0]
[null,null,null,null,null,null,null,null,"Add additional costs if necessary",null,null,null,0]
[null,null,null,null,null,null,null,null,"INSPECTIONS"]
[null,null,null,null,null,null,null,null,"Construction Inspections",null,{"$f":"IF($F$64=\"\",\"\",CapitalCosts!Y200)","v":5},"visit",{"$f":"(CapitalCosts!Y199*K94+CapitalCosts!Y203)*($N$61+1)*(1+N94)","v":1472.1470744588739},0]
[null,null,null,null,null,null,null,null,"Project Acceptance Inspections3",null,{"$f":"IF($F$64=\"\",\"\",CapitalCosts!Z200)","v":2.5},"visit",{"$f":"(CapitalCosts!Z199*K95+CapitalCosts!Z203)*($N$61+1)*(1+N95)","v":1472.1470744588739},0]
[null,null,null,null,null,null,null,null,"     Option #1:  Surface infiltration testing",null,{"$f":"IF($F$64=\"\",\"\",1)","v":1},"tests",{"$f":"CapitalCosts!Z204*K96*($N$61+1)*(1+N96)","v":316.00854916666668},0]
[null,null,"User Notes:",null,null,null,null,null,"Add additional costs if necessary",null,null,null,0]
[null,null,null,null,null,null,null,null,"TOTALS"]
[null,null,null,null,null,null,null,null,"Sub-total",null,null,null,{"$f":"SUM(M83:M91,M74:M81,M64:M72,M94:M97)","v":35443.321023402612}]
[null,null,null,null,null,null,null,null,"Overhead",null,{"$f":"Assumptions!$D$19","v":0.1},null,{"$f":"M99*K100","v":3544.3321023402614}]
[null,null,null,null,null,null,null,null,"Other",null,0,null,{"$f":"$M$108*K101","v":0}]
[null,null,null,null,null,null,null,null,"GRAND TOTAL",null,null,null,{"$f":"SUM(M99:M101)","v":38987.653125742872}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Maintenance and Life Cycle Costs"]
[null,null,"USERS: Choose your maintenance level.  Defaults will populate the table below.  Light green coloured cells can be modified."]
[]
[null,null,null,null,null,"Select maitenance level  -->",null,"Low",null,null,"Notes:\n▪  Maintenance costs are scaled based on the size of the enhanced grass swale\n▪  User added Rehabilitation occurs on schedule, even during the last year of the evaluation period\n▪  The discount rate accounts for the time value of money and the risk of anticipated future cash flows\n▪  All Life Cycle Costing Results are Net Present Value, which takes into account average annual interest and discount rates over the evaluation time periods\n▪  Life cycle cost of User added Rehabilitation takes into account differences in maintenance when rehabilitation performed\n▪  Average Annual Maintenance cost does not include User added rehabilitation costs and therefore represents an average of routine maintenance tasks as outlined in the Maintenance table above"]
[null,null,null,null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,null,null,null,"Life Cycle Occurrence (every X years)"]
[null,null,"MAINTENANCE OPTIONS",null,null,"Occurrence","Default ","Assumed ","Unit cost"]
[null,null,{"$f":"OM_Costs!S54","v":"Routine Inspection"},null,null,"Periodic",1,1,{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F122=\"Select…\",F122=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T54*($H$118+1),OM_Costs!U54*($H$118+1))))","v":619.33439242207771}]
[null,null,{"$f":"OM_Costs!S55","v":"Maintenance Verification"},null,null,"Periodic",5,5,{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F123=\"Select…\",F123=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T55*($H$118+1),OM_Costs!U55*($H$118+1))))","v":433.53407469545442}]
[null,null,{"$f":"OM_Costs!S56","v":"Performance Verification"},null,null,"Periodic",15,15,{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F124=\"Select…\",F124=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T56*($H$118+1),OM_Costs!U56*($H$118+1))))","v":770.8590224049683}]
[null,null,{"$f":"OM_Costs!S57","v":"     PV Option #1:  Surface infiltration testing"},null,null,"Periodic",15,15,{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F125=\"Select…\",F125=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T57*($H$118+1),OM_Costs!U57*($H$118+1))))","v":1488.2983283333333}]
[null,null,{"$f":"OM_Costs!S58","v":"Watering - first year only"},null,null,"Once",1,1,{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F126=\"Select…\",F126=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T58*($H$118+1),OM_Costs!U58*($H$118+1))))","v":4668.0213007869907}]
[null,null,{"$f":"OM_Costs!S59","v":"Watering - second year only"},null,null,"Once",2,2,{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F127=\"Select…\",F127=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T59*($H$118+1),OM_Costs!U59*($H$118+1))))","v":2645.2120704459617}]
[null,null,{"$f":"OM_Costs!S60","v":"Annual watering - Starts in year 3"},null,null,"Periodic",1,1,{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F128=\"Select…\",F128=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T60*($H$118+1),OM_Costs!U60*($H$118+1))))","v":311.20142005246612},null,"User Notes:"]
[null,null,{"$f":"OM_Costs!S61","v":"Drought watering"},null,null,"Periodic",5,5,{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F129=\"Select…\",F129=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T61*($H$118+1),OM_Costs!U61*($H$118+1))))","v":518.66903342077683}]
[null,null,{"$f":"OM_Costs!S62","v":"Remove litter and debris"},null,null,"Periodic",1,1,{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F130=\"Select…\",F130=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T62*($H$118+1),OM_Costs!U62*($H$118+1))))","v":482.07221345704647}]
[null,null,{"$f":"OM_Costs!S63","v":"Mowing"},null,null,"Periodic",1,1,{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F131=\"Select…\",F131=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T63*($H$118+1),OM_Costs!U63*($H$118+1))))","v":554.23425775540079}]
[null,null,{"$f":"OM_Costs!S64","v":"Core aeration of lawn"},null,null,"Periodic","High = 3, Low = 5",5,{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F132=\"Select…\",F132=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T64*($H$118+1),OM_Costs!U64*($H$118+1))))","v":424.70329268161407}]
[null,null,{"$f":"OM_Costs!S65","v":"Weed"},null,null,"Periodic",1,1,{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F133=\"Select…\",F133=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T65*($H$118+1),OM_Costs!U65*($H$118+1))))","v":729.05982899368121}]
[null,null,{"$f":"OM_Costs!S66","v":"Prune"},null,null,"Periodic",1,1,{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F134=\"Select…\",F134=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T66*($H$118+1),OM_Costs!U66*($H$118+1))))","v":1034.0746554094053}]
[null,null,{"$f":"OM_Costs!S67","v":"Remove Sediment - Starts year 2"},null,null,"Periodic",1,1,{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F135=\"Select…\",F135=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T67*($H$118+1),OM_Costs!U67*($H$118+1))))","v":1508.4158403262497}]
[null,null,{"$f":"OM_Costs!S68","v":"Replace sod - Starts year 2"},null,null,"Periodic",1,1,{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F136=\"Select…\",F136=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T68*($H$118+1),OM_Costs!U68*($H$118+1))))","v":632.34781086186661}]
[null,null,{"$f":"OM_Costs!S69","v":"User added additional options"},null,null,"Select…","n/a","n/a",{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F137=\"Select…\",F137=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T69*($H$118+1),OM_Costs!U69*($H$118+1))))","v":0}]
[null,null,{"$f":"OM_Costs!S70","v":"User added additional options"},null,null,"Select…","n/a","n/a",{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F138=\"Select…\",F138=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T70*($H$118+1),OM_Costs!U70*($H$118+1))))","v":0}]
[null,null,{"$f":"OM_Costs!S71","v":"User added additional options"},null,null,"Select…","n/a","n/a",{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F139=\"Select…\",F139=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T71*($H$118+1),OM_Costs!U71*($H$118+1))))","v":0}]
[null,null,{"$f":"OM_Costs!S72","v":"User added additional options"},null,null,"Select…","n/a","n/a",{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F140=\"Select…\",F140=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T72*($H$118+1),OM_Costs!U72*($H$118+1))))","v":0}]
[null,null,{"$f":"OM_Costs!S73","v":"Rehabilitation"},null,null,"Periodic",25,25,{"$f":"IF(VFSDesign!$F$64=\"\",0,IF(OR(F141=\"Select…\",F141=\"Ignore\"),0,IF($H$117=\"Low\",OM_Costs!T73*($H$118+1),OM_Costs!U73*($H$118+1))))","v":11288.560451473917}]
[]
[null,null,"LIFE CYCLE COSTING INPUTS"]
[null,null,"Inflation Rate (%)",null,null,{"$f":"Assumptions!$D$14","v":0.03}]
[null,null,"Discount Rate (%)",null,null,{"$f":"Assumptions!$D$15","v":0.05}]
[null,null,"Construction Costs",null,null,{"$f":"VFSDesign!M102","v":38987.653125742872}]
[null,null,"Life Cycle Costing Results (present value, 50 years)"]
[null,null,"Life Cycle Cost of Rehabilitation",null,null,{"$f":"LifeCycleCosts!EO72","v":11295.236161534824},"<- Difference of total maintenance costs with inflation and discount for rehab vs no rehab"]
[null,null,"Average Annual Maintenance Cost"]
[null,null,"50 Year evaluation period",null,null,{"$f":"LifeCycleCosts!EP69","v":13963.324563553422},"<- Includes inflation, does not include discount or rehabilitation"]
[null,null,{"$f":"Assumptions!$D$16&\" Year evaluation period\"","v":" Year evaluation period"},null,null,{"$f":"LifeCycleCosts!EP67","v":{"$error":"#DIV/0!"}},"<- Includes inflation, does not include discount or rehabilitation"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"VEGETATED FILTER STRIP"]
[]
[]
[null,null,"Cost Summary"]
[]
[]
[null,null,"Total construction costs",null,null,null,{"$f":"VFSDesign!M102","v":38987.653125742872}]
[null,null,"Construction cost break down"]
[null,null,"Pre-construction",null,null,null,{"$f":"SUM(VFSDesign!M64:M72)","v":2737.9862705970381}]
[null,null,"Excavation",null,null,null,{"$f":"SUM(VFSDesign!M74:M81)","v":10637.850205806433}]
[null,null,"Materials & Installation",null,null,null,{"$f":"SUM(VFSDesign!M83:M92)","v":18807.181848914719}]
[null,null,"Inspections",null,null,null,{"$f":"SUM(VFSDesign!M94:M97)","v":3260.3026980844147}]
[null,null,"Project mngt, overhead & other",null,null,null,{"$f":"SUM(VFSDesign!M100:M101)","v":3544.3321023402614}]
[]
[null,null,"Life Cycle Totals"]
[null,null,"50 YEAR EVALUATION PERIOD"]
[null,null,"PV of maintenance & rehabilitation",null,null,null,{"$f":"LifeCycleCosts!EO71","v":202286.37507568763}]
[null,null,"PV of all costs",null,null,null,{"$f":"G186+G176","v":241274.02820143051}]
[null,null,{"$f":"Assumptions!$D$16&\" YEAR EVALUATION PERIOD\"","v":" YEAR EVALUATION PERIOD"}]
[null,null,"PV of maintenance & rehabilitation",null,null,null,{"$f":"LifeCycleCosts!EO70","v":{"$error":"#VALUE!"}}]
[null,null,"PV of all costs",null,null,null,{"$f":"G189+G176","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Retrofit Cost"]
[null,null,"Percentage of total cost",null,null,null,{"$f":"Assumptions!$D$18","v":0.16}]
[null,null,"Total",null,null,null,{"$f":"G176*G193","v":6238.0245001188596}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Working Notes"]

{"sheet":"GRDesign","index":6,"n_rows":204,"n_cols":17,"rows_kept":204,"cut":false,"hidden":false,"merged":[[2,2,2,6],[172,2,172,6],[118,6,118,7],[119,6,119,7],[30,2,55,15],[118,10,126,15],[85,2,91,6],[82,2,82,6],[61,11,61,12],[121,5,121,7]]}
[null,"GREEN ROOF",null,null,null,null,null,null,"GR calcs",null,null,"TOC",null,"INTRO","Capital","O&M","Summary"]
[]
[null,null,"Design & Costs Information"]
[]
[]
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[]
[]
[]
[]
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[]
[null,null,"Design Guidance\n• Only qualified professionals should design green roofs.\n• A qualified botanist or landscape architect should be consulted when choosing plant material.\n• Green roofs are physically feasible in most development situations, but should be planned at the time of building design.\n• Green roofs are typically sized based on the available roof area, as opposed to treatment volume requirements.\n• The load bearing capacity of the building structure and selected roof deck need to be sufficient to support the saturated weight of the soil, vegetation and accumulated water or snow, and may also need to support pedestrians, concrete pavers, etc.\n• Green roofs may be installed on roofs with slopes up to 10%.\n• Green roofs are designed to capture precipitation falling directly onto the roof surface.  They are not designed to receive runoff diverted from other source areas.\n• For more details refer to the Low Impact Development Stormwater Management Planning and Design Guide and OMOE Stormwater Management Planning and Design Manual.\nTool Assumptions\n• User enters site information into the yellow cells in the User Input section.  The tool includes defaults based on STEP’s LID Planning and Design Guidance, but users may change the values found in the pink cells. STEP default values are kept in a separate column as a reference.  \n• This tool only costs non accessible extensive green roof designs.\n• The tool calculates costs for new designs (based on model designs; see the LCCT User Guide) and includes costs of design (as part of overhead), contractor profit, material, delivery, labour, equipment (rental, operating and operator costs), hauling and disposal. Since the tool was built to estimate greenfield development costs, it does not include mobilization and demobilization. You can add mobilization costs in the \"Additional Costs\" cells.\n• Unit costs are based on 2018 pricing; the tool automatically adds inflation. See the Assumptions sheet for details.\n• The cost of retrofitting is in general 16% higher than the cost of new construction.  These added construction costs can be found in the 'costs summary' tab and are easily added to the total construction cost for increased accuracy."]
[]
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[]
[]
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[]
[]
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[]
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[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"USERS: Please enter information into YELLOW coloured cells"]
[]
[null,null,"Site and Design Information",null,null,null,null,null,"Capital Costs ",null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,"USER INPUTS",null,null,null,null,null,"PRE-CONSTRUCTION",null,null,"Unit ","Cost","Cost adjustment"]
[null,null,"Building height",null,null,"1 - 5","stories",null,"Crane - Mobilization & Demobilization",null,{"$f":"IFERROR(IF(F65=\"\",\"\",IF(F65=\"1 - 5\",CapitalCosts!AG101,CapitalCosts!AG102)),\"\")","v":2},"times",{"$f":"CapitalCosts!AJ103*($N$62+1)*(1+N65)","v":826.92301639999982},0]
[null,null,"Roof length",null,null,44,"m ",null,"Add additional costs if necessary",null,null,null,0]
[null,null,"Roof width",null,null,44,"m",null,"MATERIALS & INSTALLATION"]
[null,null,"Roof slope ",null,null,2,"%",null,"Waterproof Membrane + Flashing",null,{"$f":"IFERROR(IF(F77=\"\",\"\",IF(F69=\"None\",0,F77)),\"\")","v":1936},"m2 ",{"$f":"CapitalCosts!AJ136*($N$62+1)*(1+N68)","v":64748.202374691871},0]
[null,null,"Membrane",null,null,"EPDM","unitless",null,"Root Barrier",null,{"$f":"IFERROR(IF(F69=\"\",\"\",IF(F69=\"EPDM\",F77,0)),\"\")","v":1936},"m2 ",{"$f":"CapitalCosts!AJ137*($N$62+1)*(1+N69)","v":12382.2688},0]
[null,null,"Irrigation system",null,null,"No","unitless",null,"Insulation",null,{"$f":"IFERROR(IF(F69=\"\",\"\",IF(F69=\"None\",0,F77)),\"\")","v":1936},"m2 ",{"$f":"CapitalCosts!AJ138*($N$62+1)*(1+N70)","v":105380.5456},0]
[null,null,"Growth medium",null,null,6,"inches",null,"Drainage Layer + Filter Cloth",null,{"$f":"IFERROR(IF(F77=\"\",\"\",F77),\"\")","v":1936},"m2 ",{"$f":"CapitalCosts!AJ139*($N$62+1)*(1+N71)","v":24989.212335999997},0]
[null,null,"Plants",null,null,"mats","unitless",null,"Irrigation System",null,{"$f":"IFERROR(IF(F70=\"\",\"\",IF(F70=\"Yes\",F77,0)),\"\")","v":0},"m2 ",{"$f":"CapitalCosts!AJ140*($N$62+1)*(1+N72)","v":0},0]
[null,null,"DESIGN DEFAULTS ",null,"defaults","(values in col G can be changed)",null,null,{"$f":"IF(F71=\"\",\"Aluminum Edging\",IF(F71=4,\"Aluminum Edging (4 - 1/2 in)\",\"Aluminum Edging (6 - 1/2 in)\"))","v":"Aluminum Edging (6 - 1/2 in)"},null,{"$f":"IFERROR(IF(F71=\"\",\"\",CapitalCosts!AG23),\"\")","v":234.40159999999997},"m ",{"$f":"CapitalCosts!AJ143*($N$62+1)*(1+N73)","v":21576.620399679996},0]
[null,null,"Area of roof penetrations 1",null,0.5,0.5,"m2",null,"Aluminum Corners",null,{"$f":"IF(F80=\"\",\"\",24)","v":24},"each",{"$f":"CapitalCosts!AJ146*($N$62+1)*(1+N74)","v":1605.0646559999998},0]
[null,null,"Vegetation-free zone width",null,0.5,0.5,"m",null,"Vegetation-free zone stone",null,{"$f":"IFERROR(IF(F79=\"\",\"\",F79),\"\")","v":115.56761280000001},"m2 ",{"$f":"CapitalCosts!AJ149*($N$62+1)*(1+N75)","v":500.93660544287741},0]
[null,null,"TOOL RESULTS",null,null,null,null,null,"Growing Medium",null,{"$f":"IFERROR(IF(F80=\"\",\"\",F80),\"\")","v":1819.8918506359121},"m2 ",{"$f":"CapitalCosts!AJ152*($N$62+1)*(1+N76)","v":121105.9771248622},0]
[null,null,"Roof drainage area",null,null,{"$f":"F66*F67","v":1936},"m2",null,"Plants",null,{"$f":"IFERROR(IF(F80=\"\",\"\",F80),\"\")","v":1819.8918506359121},"m2 ",{"$f":"CapitalCosts!AJ155*($N$62+1)*(1+N77)","v":149458.22513683452},0]
[null,null,"Roof drains",null,null,{"$f":"IFERROR(IF(F77=\"\",\"\",ROUNDUP(F77/427,0)),0)","v":5},"each",null,"Savings 4",null,"-","unitless",{"$f":"CapitalCosts!AJ156*($N$62+1)*(1+N78)","v":20184.329520810366},0]
[null,null,"Area of vegetation-free zones 2",null,null,{"$f":"IFERROR(IF(F74=\"\",\"\",CapitalCosts!AG19),0)","v":115.56761280000001},"m2",null,"Crane (Lift supplies to rooftop)",null,{"$f":"IFERROR(IF(F65=\"\",\"\",IF(F65=\"1 - 5\",CapitalCosts!AG157,CapitalCosts!AG158)),\"\")","v":8},"days",{"$f":"CapitalCosts!AJ159*($N$62+1)*(1+N79)","v":38349.655818560001},0]
[null,null,"Planted area",null,null,{"$f":"IFERROR(IF(F74=\"\",\"\",CapitalCosts!AG21),0)","v":1819.8918506359121},"m2",null,"Add additional costs if necessary",null,null,null,0]
[null,null,null,null,null,null,null,null,"INSPECTIONS"]
[null,null,null,null,null,null,null,null,"Construction Inspections",null,{"$f":"IF(F77=\"\",\"\",CapitalCosts!AG200)","v":5},"visit",{"$f":"(CapitalCosts!AG199*K82+CapitalCosts!AG203)*($N$62+1)*(1+N82)","v":411.61264088904755},0]
[null,null,{"$f":"IF(F68>10,\"Roof slope cannot eceed 10% requires check dams\",\"Roof slope conditions are acceptable\")","v":"Roof slope conditions are acceptable"},null,null,null,null,null,"Project Acceptance Inspections",null,{"$f":"IF($F$77=0,\"\",CapitalCosts!AH200)","v":2.5},"visit",{"$f":"(CapitalCosts!AH199*K83+CapitalCosts!AH203)*($N$62+1)*(1+N83)","v":444.03482678142848},0]
[null,null,null,null,null,null,null,null,"     Task 1: Irrigation system test",null,{"$f":"IF($F$77=0,\"\",1)","v":1},"visit",{"$f":"CapitalCosts!AH204*K84*($N$62+1)*(1+N84)","v":100.35371363819998},0]
[null,null,null,null,null,null,null,null,"     Task 2: Leak detection test",null,{"$f":"IF($F$77=0,\"\",1)","v":1},"visit",{"$f":"CapitalCosts!AH205*K85*($N$62+1)*(1+N85)","v":35621.908120479995},0]
[null,null,"Notes:\n1 Includes mechanical units, vents, skylights, etc.\n2 A vegetation-free zone must be a minimum of 0.5 m wide and border perimeter, roof penetrations and drains\n3 Other testing options possible could include applied potential electrical method or water lance method, but these methods have not yet been used on greenroofs\n4 Plant mats include 1\" of medium.  Savings from 1\" less of growth medium",null,null,null,null,null,"Add additional costs if necessary",null,null,null,0]
[null,null,null,null,null,null,null,null,"TOTALS"]
[null,null,null,null,null,null,null,null,"Sub-total",null,null,null,{"$f":"SUM(M65:M66,M68:M80,M82:M86)","v":597685.87069107057}]
[null,null,null,null,null,null,null,null,"Overhead",null,{"$f":"Assumptions!$D$19","v":0.1},null,{"$f":"M88*K89","v":59768.58706910706}]
[null,null,null,null,null,null,null,null,"Other",null,0,null,{"$f":"$M$109*K90","v":0}]
[null,null,null,null,null,null,null,null,"GRAND TOTAL",null,null,null,{"$f":"SUM(M88:M90)","v":657454.45776017767}]
[]
[]
[null,null,"User Notes:"]
[]
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[]
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[]
[null,null,"Maintenance and Life Cycle Costs"]
[null,null,"USERS: Choose your maintenance level.  Defaults will populate the table below.  Light green coloured cells can be modified."]
[]
[null,null,null,null,null,null,"Select maitenance level  -->",null,"Low",null,"Notes:\nMaintenance costs are scaled based on the roof drainage area.\n1 Maintenance cost to repair the membrane is not scaled, frequency can be increased to account for more leaks after 10 years\nThe discount rate accounts for the time value of money and the risk of anticipated future cash flows\nRehabilitation occurs on schedule, even during the last year of the evaluation period\nCost of rehabilitation alone included above in Maintenance table.\nLife cycle cost of Rehabilitation in the Life Cycle Cositng Inputs table takes into account differences in maintenance when rehabilitation performed"]
[null,null,null,null,null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,null,null,null,"Life Cycle Occurrence (every X years)"]
[null,null,"MAINTENANCE OPTIONS",null,null,"Occurrence","Default ","Assumed ","Unit cost"]
[null,null,{"$f":"OM_Costs!AA54","v":"Routine Inspection"},null,null,"Periodic",1,1,{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F124=\"Select…\",F124=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB54*($I$120+1),OM_Costs!AC54*($I$120+1))))","v":117.23862418684949}]
[null,null,{"$f":"OM_Costs!AA55","v":"Maintanance Inspection"},null,null,"Periodic",5,5,{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F125=\"Select…\",F125=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB55*($I$120+1),OM_Costs!AC55*($I$120+1))))","v":73.274140116780927}]
[null,null,{"$f":"OM_Costs!AA56","v":"Performance Verification"},null,null,"Periodic",15,15,{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F126=\"Select…\",F126=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB56*($I$120+1),OM_Costs!AC56*($I$120+1))))","v":463.56564053344755}]
[null,null,{"$f":"OM_Costs!AA57","v":"Watering - Year 1 only"},null,null,"Once",1,1,{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F127=\"Select…\",F127=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB57*($I$120+1),OM_Costs!AC57*($I$120+1))))","v":1075.7315556894391}]
[null,null,{"$f":"OM_Costs!AA58","v":"Watering - Year 2 only"},null,null,"Once",2,2,{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F128=\"Select…\",F128=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB58*($I$120+1),OM_Costs!AC58*($I$120+1))))","v":609.58121489068219}]
[null,null,{"$f":"OM_Costs!AA59","v":"Annual watering - Starts in Year 3"},null,null,"Periodic",1,1,{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F129=\"Select…\",F129=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB59*($I$120+1),OM_Costs!AC59*($I$120+1))))","v":72.845437045962612},null,"User Notes:"]
[null,null,{"$f":"OM_Costs!AA60","v":"Drought watering"},null,null,"Periodic",5,5,{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F130=\"Select…\",F130=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB60*($I$120+1),OM_Costs!AC60*($I$120+1))))","v":119.52572840993768}]
[null,null,{"$f":"OM_Costs!AA61","v":"Weeding"},null,null,"Periodic",1,1,{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F131=\"Select…\",F131=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB61*($I$120+1),OM_Costs!AC61*($I$120+1))))","v":32533.47865707794}]
[null,null,{"$f":"OM_Costs!AA62","v":"Remove litter"},null,null,"Periodic",1,1,{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F132=\"Select…\",F132=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB62*($I$120+1),OM_Costs!AC62*($I$120+1))))","v":933.29180525284198}]
[null,null,{"$f":"OM_Costs!AA63","v":"Plant replacement - Starts in Year 2"},null,null,"Periodic",1,1,{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F133=\"Select…\",F133=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB63*($I$120+1),OM_Costs!AC63*($I$120+1))))","v":29382.378867149535}]
[null,null,{"$f":"OM_Costs!AA64","v":"Green roof irrigation test"},null,null,"Periodic",1,1,{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F134=\"Select…\",F134=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB64*($I$120+1),OM_Costs!AC64*($I$120+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AA65","v":"Test membrane"},null,null,"Periodic",5,5,{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F135=\"Select…\",F135=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB65*($I$120+1),OM_Costs!AC65*($I$120+1))))","v":35621.908120479995}]
[null,null,{"$f":"OM_Costs!AA66","v":"Repair membrane - Starts in Year 10"},null,null,"Periodic",5,5,{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F136=\"Select…\",F136=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB66*($I$120+1),OM_Costs!AC66*($I$120+1))))","v":1002.1877339999998}]
[null,null,{"$f":"OM_Costs!AA67","v":"Add additional options"},null,null,"Select…","n/a","n/a",{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F137=\"Select…\",F137=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB67*($I$120+1),OM_Costs!AC67*($I$120+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AA68","v":"Add additional options"},null,null,"Select…","n/a","n/a",{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F138=\"Select…\",F138=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB68*($I$120+1),OM_Costs!AC68*($I$120+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AA69","v":"Add additional options"},null,null,"Select…","n/a","n/a",{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F139=\"Select…\",F139=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB69*($I$120+1),OM_Costs!AC69*($I$120+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AA70","v":"Add additional options"},null,null,"Select…","n/a","n/a",{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F140=\"Select…\",F140=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB70*($I$120+1),OM_Costs!AC70*($I$120+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AA71","v":"Rehabilitation"},null,null,"Periodic",40,40,{"$f":"IF(GRDesign!$F$65=\"\",0,IF(OR(F141=\"Select…\",F141=\"Ignore\"),0,IF($I$119=\"Low\",OM_Costs!AB71*($I$120+1),OM_Costs!AC71*($I$120+1))))","v":1094141.4311952775}]
[]
[null,null,"LIFE CYCLE COSTING INPUTS"]
[null,null,"Inflation Rate (%)",null,null,{"$f":"Assumptions!$D$14","v":0.03}]
[null,null,"Discount Rate (%)",null,null,{"$f":"Assumptions!$D$15","v":0.05}]
[null,null,"Construction Costs",null,null,{"$f":"GRDesign!M91","v":657454.45776017767}]
[null,null,"Life Cycle Costing Results (present value, 50 years)"]
[null,null,"Life Cycle Cost of Rehabilitation",null,null,{"$f":"LifeCycleCosts!GD72","v":506979.60526612663},"<- Difference of total maintenance costs with inflation and discount for rehab vs no rehab"]
[null,null,"Average Annual Maintenance Cost"]
[null,null,"50 Year evaluation period",null,null,{"$f":"LifeCycleCosts!GE69","v":157197.33345224924},"<- Includes inflation, does not include discount or rehabilitation"]
[null,null,{"$f":"Assumptions!$D$16&\" Year evaluation period\"","v":" Year evaluation period"},null,null,{"$f":"LifeCycleCosts!GE67","v":{"$error":"#DIV/0!"}},"<- Includes inflation, does not include discount or rehabilitation"]
[]
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[]
[]
[]
[]
[null,null,"Cost Summary"]
[]
[]
[null,null,"Total construction costs",null,null,{"$f":"GRDesign!$M$91","v":657454.45776017767}]
[null,null,"Construction cost break down"]
[null,null,"Pre-construction",null,null,{"$f":"SUM(GRDesign!M65:M66)","v":826.92301639999982}]
[null,null,"Materials & Installation",null,null,{"$f":"SUM(GRDesign!M68:M80)","v":560281.03837288194}]
[null,null,"Inspections",null,null,{"$f":"SUM(GRDesign!M82:M86)","v":36577.90930178867}]
[null,null,"Other",null,null,{"$f":"SUM(GRDesign!M89:M90)","v":59768.58706910706}]
[]
[]
[null,null,"Life Cycle Totals"]
[null,null,"50 YEAR EVALUATION PERIOD"]
[null,null,"PV of maintenance & rehabilitation",null,null,{"$f":"LifeCycleCosts!GD71","v":2338557.9349150476}]
[null,null,"PV of all costs",null,null,{"$f":"F186+F176","v":2996012.3926752252}]
[null,null,{"$f":"Assumptions!$D$16&\" YEAR EVALUATION PERIOD\"","v":" YEAR EVALUATION PERIOD"}]
[null,null,"PV of maintenance & rehabilitation",null,null,{"$f":"LifeCycleCosts!GD70","v":{"$error":"#VALUE!"}}]
[null,null,"PV of all costs",null,null,{"$f":"F189+F176","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Retrofit Cost"]
[null,null,"Percentage of total cost",null,null,{"$f":"Assumptions!$D$18","v":0.16}]
[null,null,"Total",null,null,{"$f":"F176*F193","v":105192.71324162843}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Working Notes"]

{"sheet":"ICDesign","index":7,"n_rows":208,"n_cols":17,"rows_kept":208,"cut":false,"hidden":false,"merged":[[2,2,2,6],[171,2,171,6],[177,8,177,10],[61,2,61,6],[56,2,56,11],[138,11,143,15],[26,2,55,15],[129,11,135,15],[118,2,122,6],[98,2,98,6],[61,11,61,12],[99,2,99,6],[132,5,132,7],[129,5,129,6],[102,2,116,6]]}
[null,"INFILTRATION CHAMBER",null,null,null,null,null,null,"IC sizing","IC calcs",null,"TOC",null,"INTRO","Capital","O&M","Summary"]
[]
[null,null,"Design & Costs Information"]
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[null,null,"Design Guidance (visit wiki.sustainabletechnologies.ca for detailed guidance; see the STEP Life Cycle Costing Tool User Guide for info on how to use the tool for cost estimation)  \n• Infiltration chambers can be designed with an impervious drainage area to treatment facility area ratio of between 5:1 and 20:1.  A maximum ratio of 10:1 is recommended from facilities receiving road or parking lot runoff.\n • For more specific sizing guidance, visit the STEP LID Planning and Design Guide’s infiltration sizing page. \n• Facilities receiving road or parking lot runoff should not be located within the two year time-of-travel of wellhead protection areas.\n• Facilities cannot be located on natural slopes greater than 15%.\n• The bottom of the facility should be vertically separated by one metre from the seasonally high water table or top of bedrock elevation.\n• If possible, facilities should be located in portions of the site with the highest native soil infiltration rates.\n• Facilities should be setback a minimum of four metres from building foundations.\n• Pretreatment device options include leaf screens for roof runoff, and vegetated filter strips, grass swales or oil grit separators for road runoff. The tool automatically includes an OGS for facilities recieving road runoff\n• The inlet and overflow outlet to the facility should be installed below the maximum frost penetration depth to prevent freezing.\n• The overflow outlet can simply be the perforated pipe inlet that backs up when the facility is at capacity and discharges to a splash pad and then to a pervious area at grade, or it can be a pipe connected to a storm sewer.  Outlet pipes must have capacity equal to or greater than the inlet.\n• Capped and vertial non-perforated pipes connected to the inlet and outlet pipes area are recommended to provide a means of inspecting and flushing them out as part of routine maintenance.  Manholes and inspection ports should be installed in infiltration chambers to provide access for monitoring and maintenance activities. The tool includes these features by default.\n• Erosion and sediment control and compaction are main concerns during construction.  Facilities are vulnerable to failure during the construction phase.  If the construction sequence is not followed correctly, construction sediment can clog the excavation.  Heavy construction can also result in compaction of the soil, which can reduce the soil's infiltration rate.\n• For more details refer to the Low Impact Development Stormwater Management Planning and Design Guide and OMOE Stormwater Management Planning and Design Manual.\nTool Assumptions\n• User enters site information into the yellow cells in the User Input section.  The tool includes defaults based on STEP’s LID Planning and Design Guidance, but users may change the values found in the pink cells. STEP default values are kept in a separate column as a reference. \n• Cost for piping from roof to system, parking lot to system and overflow from system are not included in this costing.  However, costs of the control manhole and overflow, and pre-treatment via an OGS (when the facility takes road runoff) are included\n• The tool calculates costs for full infiltration designs (based on model designs; see the LCCT User Guide) and includes costs of design (as part of overhead), contractor profit, material, delivery, labour, equipment (rental, operating and operator costs), hauling and disposal. Since the tool was built to estimate greenfield development costs, it does not include mobilization and demobilization. You can add mobilization costs in the \"Additional Costs\" cells.\n• Unit costs are based on 2018 pricing; the tool automatically adds inflation. See the Assumptions sheet for details.\n• The cost of retrofitting is in general 16% higher than the cost of new construction.  These added construction costs can be found in the 'costs summary' tab and are easily added to the total construction cost for increased accuracy."]
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[null,null,"USERS: Please enter information into YELLOW coloured cells"]
[]
[null,null,"Site and Design Information",null,null,null,null,null,"Capital Costs ",null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,"USER INPUTS",null,null,null,null,null,"PRE-CONSTRUCTION",null,null,"Unit ","Cost","Cost adjustment"]
[null,null,"Roof drainage area",null,null,1000,"m2",null,"Test pits (2)",null,{"$f":"IF(F84=\"\",\"\",ROUNDUP(TestPits!E31*2,0))","v":6},"m3",{"$f":"CapitalCosts!AS102*($N$62+1)*(1+N65)","v":638.38481351897508},0]
[null,null,"Road drainage area",null,null,1000,"m2",null,"Infiltration tests (2 per test pit)",null,{"$f":"IF(F84=\"\",\"\",2*2)","v":4},"tests/pit",{"$f":"CapitalCosts!AS103*($N$62+1)*(1+N66)","v":601.43562583333323},0]
[null,null,"Maximum desired drainage period",null,null,48,"hours",null,"Stakeout of utilities",null,{"$f":"IF(F84=\"\",\"\",1)","v":1},"visit",{"$f":"CapitalCosts!AS104*($N$62+1)*(1+N67)","v":581.94999999999993},0]
[null,null,"Inlet locations",null,null,1,"Unitless",null,"Silt fence around excavation",null,{"$f":"IFERROR(IF(F84=\"\",\"\",CapitalCosts!AP105),\"\")","v":13.6236},"m",{"$f":"CapitalCosts!AS105*($N$62+1)*(1+N68)","v":102.7905416865984},0]
[null,null,"Infiltration rate of native soils",null,null,40,"mm/hr",null,"Value of project land",null,{"$f":"CapitalCosts!AP101","v":124.54150176},"m2",{"$f":"CapitalCosts!AS101*($N$62+1)*(1+N69)","v":0},0]
[null,null,"Length of the IC area (determines IC column length)",null,null,15,"m",null,"Add additional costs if necessary",null,null,null,0]
[null,null,"Design basis for sizing of facility",null,null,"rainfall capture","Unitless",null,"EXCAVATION"]
[null,null,"User specified DA:SA ratio",null,null,20,"x:1",null,"Topsoil salvage, haul to stockpile",null,{"$f":"IFERROR(IF(F84=\"\",\"\",CapitalCosts!AP119),\"\")","v":31.135375440000001},"m3",{"$f":"SUM(CapitalCosts!AS119:AS120)*($N$62+1)*(1+N72)","v":527.4207131879449},0]
[null,null,"Rainfall captured",null,null,40,"mm ",null,"Excavator",null,{"$f":"IFERROR(IF(F84=\"\",\"\",CapitalCosts!AP111),\"\")","v":244.19175061685334},"m3",{"$f":"CapitalCosts!AS111*($N$62+1)*(1+N73)","v":687.62761182337113},0]
[null,null,"Project land value classification",null,null,"None","Unitless",null,"Loading",null,{"$f":"Assumptions!$D$8","v":0.15},"% of excavation cost",{"$f":"CapitalCosts!AS113*($N$62+1)*(1+N74)","v":103.14414177350568},0]
[null,null,"DESIGN DEFAULTS ",null,"defaults","(values in col G can be changed)",null,null,"Hauling",null,{"$f":"IFERROR(IF(F84=\"\",\"\",CapitalCosts!AR118),\"\")","v":6},"hours",{"$f":"CapitalCosts!AS114*($N$62+1)*(1+N75)","v":1225.7054177999996},0]
[null,null,"Void ratio",null,40,{"$f":"IF(F84=\"\",\"\",40)","v":40},"%",null,"Safety Fencing (1 week rental)",null,{"$f":"IFERROR(IF(F84=\"\",\"\",(F88+12+F89+12)*2),\"\")","v":93.5304},"m",{"$f":"CapitalCosts!AS121*($N$62+1)*(1+N76)","v":2045.7507332744485},0]
[null,null,"Safety factor",null,2.5,{"$f":"IF(F84=\"\",\"\",2.5)","v":2.5},"Unitless",null,"Add additional costs if necessary",null,null,null,0]
[null,null,"Fill depth below asphalt",null,0.39,0.39,"m",null,"MATERIALS & INSTALLATION"]
[null,null,"Bedding depth below&above chambers, 50 mm stone",null,0.15240000000000001,0.15240000000000001,"m",null,"Manhole (4' dia.) & inlet attachment",null,{"$f":"IFERROR(IF(F84=\"\",\"\",IF(F68=\"\",\"\",F68)),\"\")","v":1},"each",{"$f":"CapitalCosts!AS136*($N$62+1)*(1+N79)","v":4134.6150819999993},0]
[null,null,"Chamber height",null,0.76200000000000001,0.76200000000000001,"m",null,"Hydrodynamic Separator & Piping (300 mm)4",null,{"$f":"IFERROR(IF(F84=\"\",\"\",IF(F66=0,0,1)),\"\")","v":1},"each",{"$f":"CapitalCosts!AS142*($N$62+1)*(1+N80)","v":7517.9621979837266},0]
[null,null,"Chamber width",null,1.2949999999999999,1.2949999999999999,"m",null,"Roof to system attachment",null,{"$f":"IFERROR(IF(F84=\"\",\"\",IF(F65=0,0,1)),\"\")","v":1},"each",{"$f":"CapitalCosts!AS143*($N$62+1)*(1+N81)","v":167.5864693},0]
[null,null,"Chamber length",null,2.169,2.169,"m",null,"Overflow attachment",null,{"$f":"IFERROR(IF(F84=\"\",\"\",CapitalCosts!AP144),\"\")","v":1},"each",{"$f":"CapitalCosts!AS144*($N$62+1)*(1+N82)","v":247.09829779999995},0]
[null,null,"TOOL RESULTS",null,null,null,null,null,"Geotextile",null,{"$f":"IFERROR(IF(F84=\"\",\"\",SUM(CapitalCosts!AP145:AP147)),\"\")","v":397.78619423999999},"m2",{"$f":"CapitalCosts!AS148*($N$62+1)*(1+N83)","v":826.38796398188674},0]
[null,null,"Total drainage area (DA)",null,null,{"$f":"F66+F65","v":2000},"m2",null,"Infiltration chambers & end caps",null,{"$f":"IFERROR(IF(F84=\"\",\"\",F87*F82),\"\")","v":78.084000000000003},"m",{"$f":"CapitalCosts!AS152*($N$62+1)*(1+N84)","v":13631.847886222438},0]
[null,null,"Drainage type",null,null,{"$f":"IF(F84=\"\",\"\",IF(F65=0,\"Road Only\",IF(F66=0,\"Roof Only\",\"Road & Roof\")))","v":"Road & Roof"},"Unitless",null,"Place and compact stone (50 mm clear)",null,{"$f":"IFERROR(IF(F84=\"\",\"\",(F91*CapitalCosts!AP56-CapitalCosts!AP44*1.3)),\"\")","v":86.060874077568002},"Bm3 & Cm3",{"$f":"CapitalCosts!AS151*($N$62+1)*(1+N85)","v":7312.4880514124407},0]
[null,null,"Storage volume of a single chamber",null,null,{"$f":"ICsizing!G3","v":1.3885262469767441},"m3",null,"Place and compact fill 5",null,{"$f":"IFERROR(IF(F84=\"\",\"\",CapitalCosts!AP153),\"\")","v":48.5711856864},"Bm3 & Cm3",{"$f":"CapitalCosts!AS157*($N$62+1)*(1+N86)","v":1457.0329095653467},0]
[null,null,"Number of chambers recommended 1",null,null,{"$f":"IF(F84=\"\",\"\",ICsizing!G5)","v":36},"Chambers",null,"Add additional costs if necessary",null,null,null,0]
[null,null,"Total length of chamber installation area 2",null,null,{"$f":"IF(F84=\"\",\"\",CapitalCosts!AP15)","v":13.6236},"m",null,"INSPECTIONS"]
[null,null,"Total width of chamber installation area",null,null,{"$f":"IF(F84=\"\",\"\",CapitalCosts!AP16)","v":9.1416000000000004},"m",null,"Construction Inspections6",null,{"$f":"IF(F84=\"\",\"\",CapitalCosts!AP200)","v":5},"visit",{"$f":"CapitalCosts!AP199*K89*($N$62+1)*(1+N89)","v":1111.085912866901},0]
[null,null,"Total depth of chambers & bedding",null,null,{"$f":"CapitalCosts!AP56","v":1.0668},"m",null,"Project Acceptance Inspections",null,{"$f":"IF(F84=0,\"\",CapitalCosts!AQ200)","v":1.5},"visit",{"$f":"CapitalCosts!AQ199*K90*($N$62+1)*(1+N90)","v":435.71449331652525},0]
[null,null,"Surface area of excavation (SA)",null,null,{"$f":"IF(F84=\"\",\"\",IF(F71=\"DA:SA\",(F65+F66)/F72,CapitalCosts!AP15*CapitalCosts!AP16))","v":124.54150176},"m2",null,"     Option #1:  Natural event testing",null,{"$f":"IF(F84=0,\"\",1)","v":1},"tests",{"$f":"CapitalCosts!AQ204*K91*($N$62+1)*(1+N91)","v":2260},0]
[null,null,"Total drainage area to surface area ratio (DA:SA)3",null,null,{"$f":"IF(F91>0,F84/F91,\"N/A\")","v":16.05890383315063},"x:1",null,"     Option #2:  Simulated event testing",null,{"$f":"IF(F84=0,\"\",1)","v":1},"tests",{"$f":"CapitalCosts!AQ205*K92*($N$62+1)*(1+N92)","v":0},-1]
[null,null,"Water storage volume",null,null,{"$f":"IF(F84=\"\",\"\",CapitalCosts!AP43)","v":83.136516565724889},"m3",null,"     Option #3:  6 months water level monitoring",null,{"$f":"IF(F84=0,\"\",1)","v":1},"tests",{"$f":"CapitalCosts!AQ206*K93*($N$62+1)*(1+N93)","v":0},-1]
[null,null,"Potential rainfall capture",null,null,{"$f":"F93/F84*1000","v":41.568258282862445},"mm",null,"Add additional costs if necessary",null,null,null,0]
[null,null,"Estimated drainage period",null,null,{"$f":"CapitalCosts!AP54","v":41.721291392253448},"hours",null,"TOTALS"]
[null,null,"Does this satisfy the drainage period target?",null,null,{"$f":"IF(F84=\"\",\"\",IF(F95<F67,\"Yes\",\"No\"))","v":"Yes"},"Yes/No",null,"Sub-total",null,null,null,{"$f":"SUM(M65:M70,M72:M77,M79:M87,M89:M94)","v":45616.028863347441}]
[null,null,null,null,null,null,null,null,"Overhead",null,{"$f":"Assumptions!$D$19","v":0.1},null,{"$f":"M96*K97","v":4561.6028863347447}]
[null,null,null,null,null,null,null,null,"Other",null,0,null,{"$f":"M96*K98","v":0}]
[null,null,{"$f":"IF(AND(F71=\"rainfall capture\",F72>0,F73>0),\"Design based on the rainfall capture target. Drainage ratio rainfall capturet needed.\",IF(AND(F71=\"rainfall capture\",F73=0),\"Enter a rainfall capture target.\",IF(AND(F71=\"yes\",F72=0),\"Enter the drainage area ratio.\",IF(AND(F71=\"yes\",F73>0),\"Design based on the drainage ratio. Rainfall capture target rainfall capturet needed.\",\"Design specifications OK.\"))))","v":"Design based on the rainfall capture target. Drainage ratio rainfall capturet needed."},null,null,null,null,null,"GRAND TOTAL",null,null,null,{"$f":"SUM(M96:M98)","v":50177.631749682187}]
[null,null,{"$f":"IF(F96=\"yes\",\"The design meets the drainage requirements.\",\"The design does not meet the drainage requirements.\")","v":"The design meets the drainage requirements."}]
[]
[]
[null,null,"Notes:\n1 Dimensions per chamber: 2.169 m x 1.295 m x 0.762 m\n2 When the total length of chambers is changed by the user the tool calculates the width based on the number of chambers needed, this may allow for partial chambers.\n3 The ratio of impervious drainage area to footprint surface area of the practice should be no greater than 20:1 to limit the accumulation of fine sediments and thereby prevent clogging\n4 4' dia OGS., includes cost to dig trench for piping, trench bedding and for piping attachment\n5 Includes compaction tests, 1 Proctor test, and 4 Nuclear Density tests\n6 Project Acceptance Inspections include the following options: Option #1: Natural event testing:  Includes 2 months of water level monitoring, materials and staff; Option #2: Simulated event testing:  Includes water truck, materials and staff, plus 2 weeks of water level monitoring; Option #3: Continuous water level monitoring:  6 months of water level monitoring, materials and staff. "]
[]
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[]
[]
[null,null,"User Notes:"]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Maintenance and Life Cycle Costs"]
[null,null,"USERS: Choose your maintenance level.  Defaults will populate the table below.  Light green coloured cells can be modified."]
[null,null,null,null,null,"Select maitenance level  -->",null,"Low",null,null,null,"Notes:\nMaintenance costs based on systems designed with a 2000 m2 drainage area, maintenance costs are fixed costs.\nThe discount rate accounts for the time value of money and the risk of anticipated future cash flows\nRehabilitation occurs on schedule, even during the last year of the evaluation period\nCost of rehabilitation alone included above in Maintenance table.\nLife cycle cost of Rehabilitation in the Life Cycle Cositng Inputs table takes into account differences in maintenance when rehabilitation performed"]
[null,null,null,null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,null,null,null,"Life Cycle Occurrence (every X years)"]
[null,null,"MAINTENANCE OPTIONS",null,null,"Occurrence","Default ","Assumed ","Unit cost"]
[null,null,{"$f":"OM_Costs!AI54","v":"Routine inspection"},null,null,"Periodic",1,1,{"$f":"IF(ICDesign!$F$84=\"\",0,IF(OR(F135=\"Select…\",F135=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!AJ54*($H$131+1),OM_Costs!AK54*($H$131+1))))","v":276.81636141587387}]
[null,null,{"$f":"OM_Costs!AI55","v":"Maintenance inspection"},null,null,"Periodic",5,5,{"$f":"IF(ICDesign!$F$84=\"\",0,IF(OR(F136=\"Select…\",F136=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!AJ55*($H$131+1),OM_Costs!AK55*($H$131+1))))","v":302.52730652382814}]
[null,null,{"$f":"OM_Costs!AI56","v":"Performance verification"},null,null,"Periodic",15,15,{"$f":"IF(ICDesign!$F$84=\"\",0,IF(OR(F137=\"Select…\",F137=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!AJ56*($H$131+1),OM_Costs!AK56*($H$131+1))))","v":302.52730652382814}]
[null,null,{"$f":"OM_Costs!AI57","v":"     PV Option #1:  Natural event testing"},null,null,"Periodic",15,15,{"$f":"IF(ICDesign!$F$84=\"\",0,IF(OR(F138=\"Select…\",F138=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!AJ57*($H$131+1),OM_Costs!AK57*($H$131+1))))","v":2260}]
[null,null,{"$f":"OM_Costs!AI58","v":"     PV Option #2:  Simulated event testing"},null,null,"Ignore",15,15,{"$f":"IF(ICDesign!$F$84=\"\",0,IF(OR(F139=\"Select…\",F139=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!AJ58*($H$131+1),OM_Costs!AK58*($H$131+1))))","v":0},null,null,"User Notes:"]
[null,null,{"$f":"OM_Costs!AI59","v":"     PV Option #3:  6 months water level monitoring"},null,null,"Ignore",15,15,{"$f":"IF(ICDesign!$F$84=\"\",0,IF(OR(F140=\"Select…\",F140=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!AJ59*($H$131+1),OM_Costs!AK59*($H$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AI60","v":"Remove litter"},null,null,"Periodic",1,1,{"$f":"IF(ICDesign!$F$84=\"\",0,IF(OR(F141=\"Select…\",F141=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!AJ60*($H$131+1),OM_Costs!AK60*($H$131+1))))","v":60.037997420707846}]
[null,null,{"$f":"OM_Costs!AI61","v":"Clean out isolator row"},null,null,"Periodic","4 to 8",8,{"$f":"IF(ICDesign!$F$84=\"\",0,IF(OR(F142=\"Select…\",F142=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!AJ61*($H$131+1),OM_Costs!AK61*($H$131+1))))","v":394.56209999999993}]
[null,null,{"$f":"OM_Costs!AI62","v":"Clean out catchbasin - Starts Year 2"},null,null,"Periodic",1,1,{"$f":"IF(ICDesign!$F$84=\"\",0,IF(OR(F143=\"Select…\",F143=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!AJ62*($H$131+1),OM_Costs!AK62*($H$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AI63","v":"Clean out HDS - Starts Year 2"},null,null,"Once",1,1,{"$f":"IF(ICDesign!$F$84=\"\",0,IF(OR(F144=\"Select…\",F144=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!AJ63*($H$131+1),OM_Costs!AK63*($H$131+1))))","v":1578.2483999999997}]
[null,null,{"$f":"OM_Costs!AI64","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(ICDesign!$F$84=\"\",0,IF(OR(F145=\"Select…\",F145=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!AJ64*($H$131+1),OM_Costs!AK64*($H$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AI65","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(ICDesign!$F$84=\"\",0,IF(OR(F146=\"Select…\",F146=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!AJ65*($H$131+1),OM_Costs!AK65*($H$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AI66","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(ICDesign!$F$84=\"\",0,IF(OR(F147=\"Select…\",F147=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!AJ66*($H$131+1),OM_Costs!AK66*($H$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AI67","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(ICDesign!$F$84=\"\",0,IF(OR(F148=\"Select…\",F148=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!AJ67*($H$131+1),OM_Costs!AK67*($H$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AI68","v":"Rehabilitation"},null,null,"Periodic",0,0,{"$f":"IF(ICDesign!$F$84=\"\",0,IF(OR(F149=\"Select…\",F149=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!AJ68*($H$131+1),OM_Costs!AK68*($H$131+1))))","v":0}]
[]
[null,null,"LIFE CYCLE COSTING INPUTS"]
[null,null,"Inflation Rate (%)",null,null,{"$f":"Assumptions!$D$14","v":0.03}]
[null,null,"Discount Rate (%)",null,null,{"$f":"Assumptions!$D$15","v":0.05}]
[null,null,"Construction Costs",null,null,{"$f":"ICDesign!M99","v":50177.631749682187}]
[null,null,"Life Cycle Costing Results (present value, 50 years)"]
[null,null,"Life Cycle Cost of Rehabilitation",null,null,{"$f":"LifeCycleCosts!HM72","v":0},"<- Difference of total maintenance costs with inflation and discount for rehab vs no rehab"]
[null,null,"Average Annual Maintenance Cost"]
[null,null,"50 Year evaluation period",null,null,{"$f":"LifeCycleCosts!HN69","v":1405.0182343962495},"<- Includes inflation, does not include discount or rehabilitation"]
[null,null,{"$f":"Assumptions!$D$16&\" Year evaluation period\"","v":" Year evaluation period"},null,null,{"$f":"LifeCycleCosts!HN67","v":{"$error":"#DIV/0!"}},"<- Includes inflation, does not include discount or rehabilitation"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Cost Summary"]
[]
[]
[null,null,"Total construction costs",null,null,{"$f":"ICDesign!$M$99","v":50177.631749682187}]
[null,null,"Construction cost break down"]
[null,null,"Pre-construction",null,null,{"$f":"SUM(ICDesign!M65:M70)","v":1924.5609810389064}]
[null,null,"Excavation",null,null,{"$f":"SUM(ICDesign!M72:M77)","v":4589.6486178592695}]
[null,null,"Materials & Installation",null,null,{"$f":"SUM(ICDesign!M79:M87)","v":35295.01885826583}]
[null,null,"Inspections",null,null,{"$f":"SUM(ICDesign!M89:M94)","v":3806.8004061834263}]
[null,null,"Other",null,null,{"$f":"SUM(ICDesign!M97:M98)","v":4561.6028863347447}]
[]
[null,null,"Life Cycle Totals"]
[null,null,"50 YEAR EVALUATION PERIOD"]
[null,null,"PV of maintenance & rehabilitation",null,null,{"$f":"LifeCycleCosts!HM71","v":17898.410757051119}]
[null,null,"PV of all costs",null,null,{"$f":"F185+F175","v":68076.042506733298}]
[null,null,{"$f":"Assumptions!$D$16&\" YEAR EVALUATION PERIOD\"","v":" YEAR EVALUATION PERIOD"}]
[null,null,"PV of maintenance & rehabilitation",null,null,{"$f":"LifeCycleCosts!HM70","v":{"$error":"#VALUE!"}}]
[null,null,"PV of all costs",null,null,{"$f":"F188+F175","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Retrofit Cost"]
[null,null,"Percentage of total cost",null,null,{"$f":"Assumptions!$D$18","v":0.16}]
[null,null,"Total",null,null,{"$f":"F175*F192","v":8028.4210799491502}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Working Notes"]

{"sheet":"ITDesign","index":8,"n_rows":206,"n_cols":17,"rows_kept":206,"cut":false,"hidden":false,"merged":[[56,2,56,11],[31,2,55,15],[2,2,2,6],[61,11,61,12],[61,2,61,6],[92,2,102,6],[88,2,88,6],[136,11,141,15],[129,11,134,15],[173,2,173,5],[132,6,132,8]]}
[null,"INFILTRATION TRENCH",null,null,null,null,null,null,"IT calcs",null,null,"TOC",null,"INTRO","Capital","O&M","Summary"]
[]
[null,null,"Design & Costs Information"]
[]
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[null,null,"Design Guidance (visit wiki.sustainabletechnologies.ca for detailed guidance; see the STEP Life Cycle Costing Tool User Guide for info on how to use the tool for cost estimation) \n• Infiltration chambers can be designed with an impervious drainage area to treatment facility area ratio of between 5:1 and 20:1.  A maximum ratio of 10:1 is recommended from facilities receiving road or parking lot runoff.\n • For more specific sizing guidance, visit the STEP LID Planning and Design Guide’s infiltration sizing page. \n• Infiltration trenches should be set back at least four metres from building foundations.\n• Overflow pipes should discharge to pervious areas that are located at least 2 metres from building foundations and slope away from the building or to a storm sewer.\n• Trench bottom width is generally between 600 and 2400 mm.\n• Infiltration trenches should not be deeper than 3 or 4 metres, as there are cost implications with e.g, using trench boxes to retain the side walls.\nTool Assumptions\n• User enters site information into the yellow cells in the User Input section.  The tool includes defaults based on STEP’s LID Planning and Design Guidance, but users may change the values found in the pink cells. STEP default values are kept in a separate column as a reference. \n• The tool calculates new designs and includes costs of design (as part of overhead) material, delivery, labour, equipment (rental, operating and operator costs), hauling and disposal.\n• Costs for piping from roof or parking lot to system and overflow from system are not included in costing.  However, the overflow and control manhole costs are included.\n• The cost of retrofitting is 16% higher than the cost of new construction.  This cost is found in the 'costs summary' tab and can easily be added to construction costs for increased accuracy.\n• Hydrodynamic Separator (OGS) is used for pre-treatment in road runoff applications\n• The tool calculates costs for new designs (based on model designs; see the LCCT User Guide) and includes costs of design (as part of overhead), contractor profit, material, delivery, labour, equipment (rental, operating and operator costs), hauling and disposal. Since the tool was built to estimate greenfield development costs, it does not include mobilization and demobilization. You can add mobilization costs in the \"Additional Costs\" cells.\n• Unit costs are based on 2018 pricing; the tool automatically adds inflation. See the Assumptions sheet for details.\n• The cost of retrofitting is in general 16% higher than the cost of new construction.  These added construction costs can be found in the 'costs summary' tab and are easily added to the total construction cost for increased accuracy."]
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[]
[null,null,"USERS: Please enter information into YELLOW coloured cells"]
[]
[null,null,"Site and Design Information",null,null,null,null,null,"Capital Costs",null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,"USER INPUTS",null,null,null,null,null,"PRE-CONSTRUCTION",null,null,"Unit ","Cost","Cost adjustment"]
[null,null,"Roof drainage area",null,null,null,"m2",null,"Test pits (2)",null,{"$f":"IF(F78=\"\",\"\",ROUNDUP(TestPits!E38*2,0))","v":4},"m3",{"$f":"CapitalCosts!BA102*($N$62+1)*(1+N65)","v":425.58987567931672},0]
[null,null,"Road drainage area",null,null,1000,"m2",null,"Infiltration tests (2 per test pit)",null,{"$f":"IF(F78=\"\",\"\",2*2)","v":4},"tests/pit",{"$f":"CapitalCosts!BA103*($N$62+1)*(1+N66)","v":601.43562583333323},0]
[null,null,"Drainage period",null,null,72,"hours",null,"Stakeout of utilities",null,{"$f":"IF(F78=\"\",\"\",1)","v":1},"visit",{"$f":"CapitalCosts!BA104*($N$62+1)*(1+N67)","v":581.94999999999993},0]
[null,null,"Inlet locations (manholes)",null,null,1,"Unitless",null,"Erosion and sediment controls",null,{"$f":"IFERROR(IF(F78=\"\",\"\",CapitalCosts!AX105),\"\")","v":116.17640224917515},"m",{"$f":"CapitalCosts!BA105*($N$62+1)*(1+N68)","v":876.55504553810022},0]
[null,null,"Infiltration rate of the subgrade",null,null,15,"mm/hr",null,"Value of project land",null,{"$f":"CapitalCosts!AX101","v":116.17640224917515},"m2",{"$f":"CapitalCosts!BA101*($N$62+1)*(1+N69)","v":0},0]
[null,null,"Rainfall capture target",null,null,25,"mm ",null,"Add additional costs if necessary",null,null,null,0]
[null,null,"Project land value classification",null,null,"None","Unitless",null,"EXCAVATION"]
[null,null,"DESIGN DEFAULTS ",null,"defaults","(values in col G can be changed)",null,null,"Topsoil salvage, haul to stockpile & return to site",null,{"$f":"IFERROR(IF(F78=\"\",\"\",CapitalCosts!AX120),\"\")","v":29.044100562293789},"m3",{"$f":"(CapitalCosts!BA120+CapitalCosts!BA121)*($N$62+1)*(1+N72)","v":491.99535949027188},0]
[null,null,"Safety factor",null,2.5,{"$f":"IF(F79=\"\",\"\",2.5)","v":2.5},"Unitless",null,"Excavate trench with trench box",null,{"$f":"IFERROR(IF(F78=\"\",\"\",CapitalCosts!AX112),\"\")","v":148.93814768344254},"m3",{"$f":"CapitalCosts!BA112*($N$62+1)*(1+N73)","v":712.50314884190618},0]
[null,null,"Void ratio",null,40,{"$f":"IF(F79=\"\",\"\",40)","v":40},"%",null,"Loading",null,{"$f":"Assumptions!$D$8","v":0.15},"% of excavation cost",{"$f":"CapitalCosts!BA113*($N$62+1)*(1+N74)","v":106.87547232628592},0]
[null,null,"Width of trench",null,2,1,"m",null,"Hauling",null,{"$f":"IFERROR(IF(F78=\"\",\"\",CapitalCosts!AZ119),\"\")","v":2.6666666666666665},"hours",{"$f":"CapitalCosts!BA115*($N$62+1)*(1+N75)","v":544.75796346666652},0]
[null,null,"Maximum acceptable drainage area ratio",null,20,20,"x:1",null,"Safety Fencing",null,{"$f":"IF(F78=\"\",\"\",14)","v":14},"m (1 week rental)",{"$f":"CapitalCosts!BA122*($N$62+1)*(1+N76)","v":306.21605666010493},0]
[null,null,"TOOL RESULTS",null,null,null,null,null,"Add additional costs if necessary",null,null,null,0]
[null,null,"Total drainage area (DA)",null,null,{"$f":"F66+F65","v":1000},"m2",null,"MATERIALS & INSTALLATION"]
[null,null,"Drainage type",null,null,{"$f":"IF(F65=0,\"Road Only\",IF(F66=0,\"Roof Only\",\"Road & Roof\"))","v":"Road Only"},"Unitless",null,"Manhole (4' dia.) & inlet attachment",null,{"$f":"IFERROR(IF(F78=\"\",\"\",IF(F68=\"\",\"\",F68)),\"\")","v":1},"each",{"$f":"CapitalCosts!BA136*($N$62+1)*(1+N79)","v":4225.1362405999989},0]
[null,null,"Depth of trench 1",null,null,{"$f":"CapitalCosts!AX46","v":0.432},"m",null,"Geotextile (Polypropylene filtration fabric)",null,{"$f":"IFERROR(IF(F78=\"\",\"\",CapitalCosts!AX137),\"\")","v":333.59321604163762},"m2",{"$f":"CapitalCosts!BA137*($N$62+1)*(1+N80)","v":693.02912618553967},0]
[null,null,"Length of trench",null,null,{"$f":"CapitalCosts!AX48","v":116.17640224917515},"m",null,"Roof to system attachment",null,{"$f":"IFERROR(IF(F78=\"\",\"\",IF(F65=0,0,1)),\"\")","v":0},"each",{"$f":"CapitalCosts!BA138*($N$62+1)*(1+N81)","v":0},0]
[null,null,"Surface area of trench",null,null,{"$f":"CapitalCosts!AX49","v":116.17640224917515},"m2",null,"Hydrodynamic Separator",null,{"$f":"IFERROR(IF(F78=\"\",\"\",IF(F66=0,0,1)),\"\")","v":1},"each",{"$f":"CapitalCosts!BA139*($N$62+1)*(1+N82)","v":7118.9999999999991},0]
[null,null,"Drainage ratio",null,null,{"$f":"F78/F82","v":8.6075999999999997},"x:1",null,"Overflow attachment",null,{"$f":"IFERROR(IF(F78=\"\",\"\",CapitalCosts!AX140),\"\")","v":1},"each",{"$f":"CapitalCosts!BA140*($N$62+1)*(1+N83)","v":247.09829779999995},0]
[null,null,"Rainfall captured",null,null,{"$f":"CapitalCosts!AX50","v":25},"mm ",null,"Perforated Pipe (300 mm)",null,{"$f":"IFERROR(IF(F78=\"\",\"\",CapitalCosts!AX141),\"\")","v":115.57640224917516},"m",{"$f":"CapitalCosts!BA143*($N$62+1)*(1+N84)","v":12745.155431533265},0]
[null,null,"Total drainage area to surface area ratio (DA:SA)2",null,null,{"$f":"F78/F82","v":8.6075999999999997},"x:1, unitless",null,"Line pipe with expandable rings",null,{"$f":"IFERROR(IF(F78=\"\",\"\",CapitalCosts!AX144),\"\")","v":109.43817091872299},"m2",{"$f":"CapitalCosts!BA144*($N$62+1)*(1+N85)","v":3299.8405429227514},0]
[null,null,"Water storage volume ",null,null,{"$f":"CapitalCosts!AX42","v":25},"m3",null,"Monitoring wells (150 mm)",null,{"$f":"IFERROR(IF(F78=\"\",\"\",CapitalCosts!AX146),\"\")","v":8},"each",{"$f":"CapitalCosts!BA147*($N$62+1)*(1+N86)","v":5788.9529868826239},0]
[null,null,null,null,null,null,null,null,"Place and compact stone (50 mm clear)",null,{"$f":"IFERROR(IF(F78=\"\",\"\",CapitalCosts!AX149),\"\")","v":41.980342952739441},"Bm3 & Cm3",{"$f":"CapitalCosts!BA150*($N$62+1)*(1+N87)","v":2287.4883907487174},0]
[null,null,null,null,null,null,null,null,"Place and compact fill 3",null,{"$f":"IFERROR(IF(F78=\"\",\"\",CapitalCosts!AX151),\"\")","v":87.132301686881334},"Bm3 & Cm3",{"$f":"CapitalCosts!BA155*($N$62+1)*(1+N88)","v":961.34229927900867},0]
[null,null,{"$f":"IF(F78/F82>F76,\"Drainage ratio exceeds target, please adjust design factors\",\"Drainage ratio OK\")","v":"Drainage ratio OK"},null,null,null,null,null,"Add additional costs if necessary",null,null,null,0]
[null,null,null,null,null,null,null,null,"INSPECTIONS"]
[null,null,null,null,null,null,null,null,"Construction Inspections",null,{"$f":"IF(F78=\"\",\"\",CapitalCosts!AX200)","v":5},"visit",{"$f":"CapitalCosts!AX199*K91*($N$62+1)*(1+N91)","v":1049.9556022700051},0]
[null,null,null,null,null,null,null,null,"Project Acceptance Inspections4",null,{"$f":"IF(F78=0,\"\",CapitalCosts!AY200)","v":1.5},"visit",{"$f":"CapitalCosts!AY199*K92*($N$62+1)*(1+N92)","v":410.49824019530581},0]
[null,null,"Notes: \n1 If the rainfall capture is adjusted from the default, the depth will not decrease below the depth required for the infiltration rate of the subgrade\n2 The ratio of impervious drainage area to footprint surface area of the practice should be no greater than 20:1 to limit the accumulation of fine sediments and thereby prevent clogging\n3 Includes compaction tests, 1 Proctor test, and 4 Nuclear Density tests\n4 Project Acceptance Inspections include the following options: Option #1: Natural event testing:  Includes 2 months of water level monitoring, materials and staff; Option #2: Simulated event testing:  Includes water truck, materials and staff, plus 2 weeks of water level monitoring; Option #3: Continuous water level monitoring:  6 months of water level monitoring, materials and staff. ",null,null,null,null,null,"     Option #2:  Natural event testing",null,{"$f":"IF(F78=0,\"\",1)","v":1},"tests",{"$f":"CapitalCosts!AY204*K93*($N$62+1)*(1+N93)","v":2260},0]
[null,null,null,null,null,null,null,null,"     Option #3:  Simulated event testing",null,{"$f":"IF(F78=0,\"\",1)","v":1},"tests",{"$f":"CapitalCosts!AY205*K94*($N$62+1)*(1+N94)","v":0},-1]
[null,null,null,null,null,null,null,null,"     Option #4:  6 months water level monitoring",null,{"$f":"IF(F78=0,\"\",1)","v":1},"tests",{"$f":"CapitalCosts!AY206*K95*($N$62+1)*(1+N95)","v":0},-1]
[null,null,null,null,null,null,null,null,"Add additional costs if necessary",null,null,null,0]
[null,null,null,null,null,null,null,null,"TOTALS"]
[null,null,null,null,null,null,null,null,"Sub-total",null,null,null,{"$f":"SUM(M65:M70,M72:M77,M79:M89,M91:M96)","v":45735.375706253202}]
[null,null,null,null,null,null,null,null,"Overhead",null,{"$f":"Assumptions!$D$19","v":0.1},null,{"$f":"M98*K99","v":4573.5375706253208}]
[null,null,null,null,null,null,null,null,"Other",null,0,null,{"$f":"$M$123*K100","v":0}]
[null,null,null,null,null,null,null,null,"GRAND TOTAL",null,null,null,{"$f":"SUM(M98:M100)","v":50308.91327687852}]
[]
[]
[]
[null,null,"User Notes:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Maintenance and Life Cycle Costs"]
[null,null,"USERS: Choose your maintenance level.  Defaults will populate the table below.  Light green coloured cells can be modified."]
[]
[null,null,null,null,null,null,"Select maitenance level  -->",null,"Low",null,null,"Notes: \nMaintenance costs based on systems designed with a 2000 m2 roof drainage area, maintenance costs are fixed costs.\nThe discount rate accounts for the time value of money and the risk of anticipated future cash flows\nRehabilitation occurs on schedule, even during the last year of the evaluation period\nCost of rehabilitation alone included above in Maintenance table.\nLife cycle cost of Rehabilitation in the Life Cycle Cositng Inputs table takes into account differences in maintenance when rehabilitation performed"]
[null,null,null,null,null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,null,null,null,null,"Life Cycle Occurrence (every X years)"]
[null,null,"MAINTENANCE OPTIONS",null,null,null,"Occurrence","Default ","Assumed ","Unit cost"]
[null,null,{"$f":"OM_Costs!AQ54","v":"Routine inspection"},null,null,null,"Periodic",1,1,{"$f":"IF(ITDesign!$F$78=\"\",0,IF(OR(G135=\"Select…\",G135=\"Ignore\"),0,IF($I$130=\"Low\",OM_Costs!AR54*($I$131+1),OM_Costs!AS54*($I$131+1))))","v":276.81636141587387}]
[null,null,{"$f":"OM_Costs!AQ55","v":"Maintenance inspection"},null,null,null,"Periodic",5,5,{"$f":"IF(ITDesign!$F$78=\"\",0,IF(OR(G136=\"Select…\",G136=\"Ignore\"),0,IF($I$130=\"Low\",OM_Costs!AR55*($I$131+1),OM_Costs!AS55*($I$131+1))))","v":302.52730652382814}]
[null,null,{"$f":"OM_Costs!AQ56","v":"Performance verification"},null,null,null,"Periodic",15,15,{"$f":"IF(ITDesign!$F$78=\"\",0,IF(OR(G137=\"Select…\",G137=\"Ignore\"),0,IF($I$130=\"Low\",OM_Costs!AR56*($I$131+1),OM_Costs!AS56*($I$131+1))))","v":302.52730652382814},null,"User Notes:"]
[null,null,{"$f":"OM_Costs!AQ57","v":"     PV Option #1:  Natural event testing"},null,null,null,"Periodic",15,15,{"$f":"IF(ITDesign!$F$78=\"\",0,IF(OR(G138=\"Select…\",G138=\"Ignore\"),0,IF($I$130=\"Low\",OM_Costs!AR57*($I$131+1),OM_Costs!AS57*($I$131+1))))","v":2260}]
[null,null,{"$f":"OM_Costs!AQ58","v":"     PV Option #2:  Simulated event testing"},null,null,null,"Ignore",15,15,{"$f":"IF(ITDesign!$F$78=\"\",0,IF(OR(G139=\"Select…\",G139=\"Ignore\"),0,IF($I$130=\"Low\",OM_Costs!AR58*($I$131+1),OM_Costs!AS58*($I$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AQ59","v":"     PV Option #3:  6 months water level monitoring"},null,null,null,"Ignore",15,15,{"$f":"IF(ITDesign!$F$78=\"\",0,IF(OR(G140=\"Select…\",G140=\"Ignore\"),0,IF($I$130=\"Low\",OM_Costs!AR59*($I$131+1),OM_Costs!AS59*($I$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AQ60","v":"Remove litter"},null,null,null,"Periodic",1,1,{"$f":"IF(ITDesign!$F$78=\"\",0,IF(OR(G141=\"Select…\",G141=\"Ignore\"),0,IF($I$130=\"Low\",OM_Costs!AR60*($I$131+1),OM_Costs!AS60*($I$131+1))))","v":56.005415383736057}]
[null,null,{"$f":"OM_Costs!AQ61","v":"Replace filter cloth & dispose sediment "},null,null,null,"Periodic","High = 4, Low = 8",8,{"$f":"IF(ITDesign!$F$78=\"\",0,IF(OR(G142=\"Select…\",G142=\"Ignore\"),0,IF($I$130=\"Low\",OM_Costs!AR61*($I$131+1),OM_Costs!AS61*($I$131+1))))","v":3728.8198135027083}]
[null,null,{"$f":"OM_Costs!AQ62","v":"Clean out catchbasin - Starts Year 2"},null,null,null,"Periodic",1,1,{"$f":"IF(ITDesign!$F$78=\"\",0,IF(OR(G143=\"Select…\",G143=\"Ignore\"),0,IF($I$130=\"Low\",OM_Costs!AR62*($I$131+1),OM_Costs!AS62*($I$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AQ63","v":"Clean out HDS - Starts Year 2"},null,null,null,"Periodic",1,1,{"$f":"IF(ITDesign!$F$78=\"\",0,IF(OR(G144=\"Select…\",G144=\"Ignore\"),0,IF($I$130=\"Low\",OM_Costs!AR63*($I$131+1),OM_Costs!AS63*($I$131+1))))","v":1578.2483999999997}]
[null,null,{"$f":"OM_Costs!AQ64","v":"Flush out pipes"},null,null,null,"Periodic",1,1,{"$f":"IF(ITDesign!$F$78=\"\",0,IF(OR(G145=\"Select…\",G145=\"Ignore\"),0,IF($I$130=\"Low\",OM_Costs!AR64*($I$131+1),OM_Costs!AS64*($I$131+1))))","v":2044.1635657362744}]
[null,null,{"$f":"OM_Costs!AQ65","v":"Add additional options"},null,null,null,"Periodic","n/a","n/a",{"$f":"IF(ITDesign!$F$78=\"\",0,IF(OR(G146=\"Select…\",G146=\"Ignore\"),0,IF($I$130=\"Low\",OM_Costs!AR65*($I$131+1),OM_Costs!AS65*($I$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AQ66","v":"Add additional options"},null,null,null,"Periodic","n/a","n/a",{"$f":"IF(ITDesign!$F$78=\"\",0,IF(OR(G147=\"Select…\",G147=\"Ignore\"),0,IF($I$130=\"Low\",OM_Costs!AR66*($I$131+1),OM_Costs!AS66*($I$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AQ67","v":"Add additional options"},null,null,null,"Periodic","n/a","n/a",{"$f":"IF(ITDesign!$F$78=\"\",0,IF(OR(G148=\"Select…\",G148=\"Ignore\"),0,IF($I$130=\"Low\",OM_Costs!AR67*($I$131+1),OM_Costs!AS67*($I$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AQ68","v":"Add additional options"},null,null,null,"Periodic","n/a","n/a",{"$f":"IF(ITDesign!$F$78=\"\",0,IF(OR(G149=\"Select…\",G149=\"Ignore\"),0,IF($I$130=\"Low\",OM_Costs!AR68*($I$131+1),OM_Costs!AS68*($I$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AQ69","v":"Rehabilitation"},null,null,null,"Periodic",0,0,{"$f":"IF(ITDesign!$F$78=\"\",0,IF(OR(G150=\"Select…\",G150=\"Ignore\"),0,IF($I$130=\"Low\",OM_Costs!AR69*($I$131+1),OM_Costs!AS69*($I$131+1))))","v":0}]
[]
[null,null,"LIFE CYCLE COSTING INPUTS"]
[null,null,"Inflation Rate (%)",null,null,{"$f":"Assumptions!$D$14","v":0.03}]
[null,null,"Discount Rate (%)",null,null,{"$f":"Assumptions!$D$15","v":0.05}]
[null,null,"Construction Costs",null,null,{"$f":"ITDesign!M101","v":50308.91327687852}]
[null,null,"Life Cycle Costing Results (present value, 50 years)"]
[null,null,"Life Cycle Cost of Rehabilitation",null,null,{"$f":"LifeCycleCosts!IX72","v":0},"<- Difference of total maintenance costs with inflation and discount for rehab vs no rehab"]
[null,null,"Average Annual Maintenance Cost"]
[null,null,"50 Year evaluation period",null,null,{"$f":"LifeCycleCosts!IY69","v":10499.252761612664},"<- Includes inflation, does not include discount or rehabilitation"]
[null,null,{"$f":"Assumptions!$D$16&\" Year evaluation period\"","v":" Year evaluation period"},null,null,{"$f":"LifeCycleCosts!IY67","v":{"$error":"#DIV/0!"}},"<- Includes inflation, does not include discount or rehabilitation"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Cost Summary"]
[]
[]
[null,null,"Total construction costs",null,null,{"$f":"ITDesign!$M$101","v":50308.91327687852}]
[null,null,"Construction cost break down"]
[null,null,"Pre-construction",null,null,{"$f":"SUM(ITDesign!M65:M70)","v":2485.5305470507501}]
[null,null,"Excavation",null,null,{"$f":"SUM(ITDesign!M72:M77)","v":2162.3480007852354}]
[null,null,"Materials & Installation",null,null,{"$f":"SUM(ITDesign!M79:M89)","v":37367.043315951902}]
[null,null,"Inspections",null,null,{"$f":"SUM(ITDesign!M91:M96)","v":3720.453842465311}]
[null,null,"Other",null,null,{"$f":"SUM(ITDesign!M99:M100)","v":4573.5375706253208}]
[]
[null,null,"Life Cycle Totals"]
[null,null,"50 YEAR EVALUATION PERIOD"]
[null,null,"PV of maintenance & rehabilitation",null,null,{"$f":"LifeCycleCosts!IX71","v":139881.33508006352}]
[null,null,"PV of all costs",null,null,{"$f":"F187+F177","v":190190.24835694203}]
[null,null,{"$f":"Assumptions!$D$16&\" YEAR EVALUATION PERIOD\"","v":" YEAR EVALUATION PERIOD"}]
[null,null,"PV of maintenance & rehabilitation",null,null,{"$f":"LifeCycleCosts!IX70","v":{"$error":"#VALUE!"}}]
[null,null,"PV of all costs",null,null,{"$f":"F190+F177","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Retrofit Cost"]
[null,null,"Percentage of total cost",null,null,{"$f":"Assumptions!$D$18","v":0.16}]
[null,null,"Total",null,null,{"$f":"F177*F194","v":8049.4261243005631}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Working Notes"]

{"sheet":"PICPDesign","index":9,"n_rows":204,"n_cols":17,"rows_kept":204,"cut":false,"hidden":false,"merged":[[2,2,2,6],[172,2,172,6],[128,6,128,7],[129,6,129,7],[95,2,103,6],[56,2,56,11],[135,10,139,15],[31,2,55,15],[128,10,132,15],[61,11,61,12],[61,2,61,6],[91,2,91,6],[92,2,92,6],[131,5,131,7]]}
[null,"PERMEABLE INTERLOCKING CONCRETE PAVERS",null,null,null,null,null,null,null,"PP calcs",null,"TOC",null,"INTRO","Capital","O&M","Summary"]
[]
[null,null,"Design & Costs Information"]
[]
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[]
[null,null,"Design Guidance (visit wiki.sustainabletechnologies.ca for detailed guidance; see the STEP Life Cycle Costing Tool User Guide for info on how to use the tool for cost estimation)\n• Susceptibility to clogging is the main concern for permeable paving systems.  The bedding layer and joint filler should consist of clear stone and gravel rather than sand. \n• Sand or other granular materials should not be applied as anti-skid agents during winter operations because they can quickly clog the system.  Winter maintenance practices should be limited to plowing, with de-icing salts applied sparingly.\n• The slope of the permeable pavement surface should be at least 1% and no greater than 5%.  The impervious land surround and draining onto the pavement should not exceed the area of the permeable pavement.  Pervious surfaces should not drain onto the pavement.\n• The storage layer under the permeable pavement must be sized to accommodate runoff from the pavement itself and any impermeable areas draining to it.\nTool Assumptions\n• User enters site information into the yellow cells in the User Input section.  The tool includes defaults based on STEP’s LID Planning and Design Guidance, but users may change the values found in the pink cells. STEP default values are kept in a separate column as a reference. \n• The tool calculates new designs and includes costs of desgin (as part of overhead) material, delivery, labour, equipment (rental, operating and operator costs), hauling and disposal.\n• The tool calculates costs for new designs (based on model designs; see the LCCT User Guide) and includes costs of design (as part of overhead), contractor profit, material, delivery, labour, equipment (rental, operating and operator costs), hauling and disposal. Since the tool was built to estimate greenfield development costs, it does not include mobilization and demobilization. You can add mobilization costs in the \"Additional Costs\" cells.\n• Unit costs are based on 2018 pricing; the tool automatically adds inflation. See the Assumptions sheet for details.\n• The cost of retrofitting is in general 16% higher than the cost of new construction.  These added construction costs can be found in the 'costs summary' tab and are easily added to the total construction cost for increased accuracy."]
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[]
[null,null,"USERS: Please enter information into YELLOW coloured cells"]
[]
[null,null,"Site and Design Information",null,null,null,null,null,"Capital Costs",null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,"USER INPUTS",null,null,null,null,null,"PRE-CONSTRUCTION",null,null,"Unit ","Cost","Cost adjustment"]
[null,null,"Drainage area",null,null,1000,"m2",null,"Test pits (2)",null,{"$f":"IF(F68=\"No Infiltration\",0,ROUNDUP(TestPits!E45*2,0))","v":{"$error":"#DIV/0!"}},"m3",{"$f":"CapitalCosts!BI101*($N$62+1)*(1+N65)","v":{"$error":"#DIV/0!"}},0]
[null,null,"Impermeable portion of area draining to pavers",null,null,1000,"m2",null,"Infiltration tests (2 per test pit)",null,{"$f":"IFERROR(IF(F68=\"\",\"\",IF(F68=\"No Infiltration\",0,2*2)),\"\")","v":4},"tests/pit",{"$f":"CapitalCosts!BI102*($N$62+1)*(1+N66)","v":601.43562583333323},0]
[null,null,"Native soil infiltration rate",null,null,40,"mm/hr",null,"Stakeout of utilities",null,{"$f":"IFERROR(IF(F68=\"\",\"\",1),\"\")","v":1},"visit",{"$f":"CapitalCosts!BI103*($N$62+1)*(1+N67)","v":581.94999999999993},0]
[null,null,"Design type 1:",null,null,"Partial Infiltration","Unitless",null,"ESC - 8\" FilterSoxx",null,{"$f":"IFERROR(IF(F68=\"\",\"\",IF(F68=\"No Infiltration\",0,60)),\"\")","v":60},"m",{"$f":"CapitalCosts!BI104*($N$62+1)*(1+N68)","v":1661.5130728346453},0]
[null,null,"Drainage period",null,null,60,"hours",null,"Add additional costs if necessary",null,null,null,0]
[null,null,"Total length of permeable area",null,null,30,"m",null,"EXCAVATION"]
[null,null,"DESIGN DEFAULTS ",null,"defaults","(values in col G can be changed)",null,null,"Topsoil salvage",null,{"$f":"IFERROR(IF(F68=\"\",\"\",F70*F84*0.1524),\"\")","v":0},"m3",{"$f":"CapitalCosts!BI111*($N$62+1)*(1+N71)","v":0},0]
[null,null,"Time to fill stone bed",null,2,2,"hr",null,"Excavator",null,{"$f":"IFERROR(IF(F68=\"\",\"\",(F70*F84*F87)-K71),\"\")","v":""},"m3",{"$f":"CapitalCosts!BI112*($N$62+1)*(1+N72)","v":{"$error":"#VALUE!"}},0]
[null,null,"Bedding depth (2-5 mm dia clear stone)",null,50,50,"mm",null,"Loading",null,{"$f":"Assumptions!$D$8","v":0.15},"% of excavation cost",{"$f":"CapitalCosts!BI113*($N$62+1)*(1+N73)","v":{"$error":"#VALUE!"}},0]
[null,null,"Base depth (20 mm dia clear stone)",null,100,100,"mm",null,"Hauling",null,{"$f":"IFERROR(IF(F68=\"\",\"\",(K72*1.25/13.76)*(20/60)),\"\")","v":""},"hours",{"$f":"CapitalCosts!BI114*($N$62+1)*(1+N74)","v":{"$error":"#VALUE!"}},0]
[null,null,"Safety factor",null,2.5,2.5,"Unitless",null,"Compaction of native soil",null,{"$f":"IFERROR(IF(F68=\"\",\"\",F82),\"\")","v":0},"m2",{"$f":"CapitalCosts!BI119*($N$62+1)*(1+N75)","v":0},0]
[null,null,"Void ratio",null,40,40,"%",null,"Proctor test",null,{"$f":"IFERROR(IF(F68=\"\",\"\",1),\"\")","v":1},"tests ",{"$f":"CapitalCosts!BI120*($N$62+1)*(1+N76)","v":165.13995149999997},0]
[null,null,"Height of pavers",null,80,80,"mm",null,"Nuclear density test",null,{"$f":"IFERROR(IF(F68=\"\",\"\",4),\"\")","v":4},"tests",{"$f":"CapitalCosts!BI121*($N$62+1)*(1+N77)","v":188.38187059999998},0]
[null,null,"Underdrain Diameter",null,150,150,"mm",null,"Add additional costs if necessary",null,null,null,0]
[null,null,"Minimum sub-base depth (50 mm dia clear stone)",null,200,400,"mm",null,"MATERIALS & INSTALLATION"]
[null,null,"Rainfall depth: Pearson 2 yr event",null,56,56,"mm",null,"Impermeable membrane (0.762 mm HDPE)",null,{"$f":"IFERROR(IF(F68=\"\",\"\",IF($F$68=\"No Infiltration\",(F70*F84)+2*(F84*F87)+2*(F70*F87)+2*((F70+1.14)*0.57)+2*(F84*0.57),0)),\"\")","v":0},"m2",{"$f":"CapitalCosts!BI134*($N$62+1)*(1+N80)","v":0},0]
[null,null,"TOOL RESULTS",null,null,null,null,null,"Geotextile (Polypropylene filtration fabric)",null,{"$f":"IFERROR(IF(F68=\"\",\"\",IF(F68=\"No Infiltration\",0,F82)),\"\")","v":0},"m2",{"$f":"CapitalCosts!BI135*($N$62+1)*(1+N81)","v":0},0]
[null,null,"Permeable pavement area within drainage area",null,null,{"$f":"F65-F66","v":0},"m2",null,"Underdrain (150 mm)",null,{"$f":"IFERROR(IF(F68=\"\",\"\",IF($F$68=\"Full Infiltration\",0,F84-0.5)),\"\")","v":-0.5},"m",{"$f":"CapitalCosts!BI136*($N$62+1)*(1+N82)","v":-30.601539083005243},0]
[null,null,"Ratio of contributing to permeable area",null,null,{"$f":"CapitalCosts!BF43","v":{"$error":"#DIV/0!"}},"Unitless",null,"Clean out pipes (100 mm)",null,{"$f":"IFERROR(IF(F68=\"\",\"\",IF($F$68=\"Full Infiltration\",0,IF(F68=\"Partial Infiltration\",(F73+F74+80)/1000,(F73+F74+80+50)/1000))),\"\")","v":0.23},"m",{"$f":"CapitalCosts!BI137*($N$62+1)*(1+N83)","v":5.6768363321850384},0]
[null,null,"Total width",null,null,{"$f":"F82/F70","v":0},"m",null,"Pipe to catchbasin (150 mm)",null,{"$f":"IFERROR(IF(F68=\"\",\"\",IF($F$68=\"Full Infiltration\",0,0.5)),\"\")","v":0.5},"m",{"$f":"CapitalCosts!BI138*($N$62+1)*(1+N84)","v":17.056595554461939},0]
[null,null,"Underdrain diameter",null,null,{"$f":"IF(F68=\"\",\"\",IF(F68=\"Full Infiltration\",\"None\",CapitalCosts!BF17))","v":150},"mm",null,"Monitoring pipes (150 mm)",null,{"$f":"IFERROR(IF(F68=\"\",\"\",IF($F$68=\"No Infiltration\",0,1)),\"\")","v":1},"each",{"$f":"CapitalCosts!BI139*($N$62+1)*(1+N85)","v":61.203078166010485},0]
[null,null,"Sub-base depth (50 mm dia clear stone)",null,null,{"$f":"CapitalCosts!BF44","v":{"$error":"#DIV/0!"}},"mm",null,"Delivery charges",null,{"$f":"IFERROR(IF(F68=\"\",\"\",IF(F68=\"Full Infiltration\",\"No\",\"Yes\")),\"\")","v":"Yes"},"$",{"$f":"CapitalCosts!BI140*($N$62+1)*(1+N86)","v":232.41919099999998},0]
[null,null,"Total depth",null,null,{"$f":"CapitalCosts!BF49","v":{"$error":"#DIV/0!"}},"m ",null,"Fittings (materials & labour)",null,{"$f":"IFERROR(IF(F68=\"\",\"\",\"Yes\"),\"\")","v":"Yes"},"units",{"$f":"CapitalCosts!BI147*($N$62+1)*(1+N87)","v":1650.4820708249997},0]
[null,null,"Max reservoir depth",null,null,{"$f":"CapitalCosts!BF45","v":2400},"mm",null,"Manhole adaptor (150 mm)",null,{"$f":"IFERROR(IF(F68=\"\",\"\",IF(F68=\"Full Infiltration\",0,1)),\"\")","v":1},"each",{"$f":"CapitalCosts!BI148*($N$62+1)*(1+N88)","v":149.23758579999998},0]
[null,null,"Water storage volume ",null,null,{"$f":"CapitalCosts!BF50","v":{"$error":"#DIV/0!"}},"m3",null,"Flow restrictor (4\" ball valve)",null,{"$f":"IFERROR(IF(F68=\"\",\"\",IF($F$68=\"Partial Infiltration\",1,0)),\"\")","v":1},"each",{"$f":"CapitalCosts!BI149*($N$62+1)*(1+N89)","v":977.93432760499979},0]
[null,null,null,null,null,null,null,null,"Sub-base, 50 mm clear limestone",null,{"$f":"IFERROR(IF(F68=\"\",\"\",F86),\"\")","v":""},"m3 in place",{"$f":"CapitalCosts!BI150*($N$62+1)*(1+N90)","v":{"$error":"#VALUE!"}},0]
[null,null,null,null,null,null,null,null,"Sub-base compaction",null,{"$f":"IFERROR(IF(F68=\"\",\"\",F82),\"\")","v":0},"m2",{"$f":"CapitalCosts!BI151*($N$62+1)*(1+N91)","v":0},0]
[null,null,{"$f":"IF(F83>1.2,\"The impermeable area should not exceed 1.2 times the area of the permeable pavement.  Please adjust areas.\",\"Ratio of impermeable to permeable drainage areas is OK.\")","v":{"$error":"#DIV/0!"}},null,null,null,null,null,"Base, 19 mm clear limestone",null,{"$f":"IFERROR(IF(F68=\"\",\"\",F74),\"\")","v":100},"m3 in place",{"$f":"CapitalCosts!BI152*($N$62+1)*(1+N92)","v":6719.840142305},0]
[null,null,{"$f":"IF(F88>=SUM(F86,F74,F73),\"Reservoir depth meets design standards.\",\"The design has exceeded the maximum reservoir depth.  Please adjust design parameters.\")","v":{"$error":"#DIV/0!"}},null,null,null,null,null,"Base compaction",null,{"$f":"IFERROR(IF(F68=\"\",\"\",F82),\"\")","v":0},"m2",{"$f":"CapitalCosts!BI153*($N$62+1)*(1+N93)","v":0},0]
[null,null,null,null,null,null,null,null,"Compaction test",null,{"$f":"IFERROR(IF(F68=\"\",\"\",2),\"\")","v":2},"tests",{"$f":"CapitalCosts!BI154*($N$62+1)*(1+N94)","v":94.190935299999992},0]
[null,null,null,null,null,null,null,null,"Concrete curb (along 1 edge)",null,{"$f":"IFERROR(IF(F68=\"\",\"\",F70),\"\")","v":30},"m",{"$f":"CapitalCosts!BI155*($N$62+1)*(1+N95)","v":1691.6129473425194},0]
[null,null,"Notes:\n1 Suggested design type based on native soil infiltration rate\nFull Infiltration ≥ 15 mm/hr \nPartial Infiltration < 15 mm/hr, requires underdrain\nNo Infiltration - where there are high water tables, contaminated soils or other constraints to infiltration, requires underdrain and impermeable liner\nThis tool does not calculate any capital costs associated with the impermeable area",null,null,null,null,null,"Plastic edge restraints (along 3 edges)",null,{"$f":"IFERROR(IF(F68=\"\",\"\",F70+F84+F84),\"\")","v":30},"m",{"$f":"CapitalCosts!BI156*($N$62+1)*(1+N96)","v":536.21737906003932},0]
[null,null,null,null,null,null,null,null,"Bedding and pavers (80 mm)",null,{"$f":"IFERROR(IF(F68=\"\",\"\",F82),\"\")","v":0},"m2",{"$f":"CapitalCosts!BI157*($N$62+1)*(1+N97)","v":0},0]
[null,null,null,null,null,null,null,null,"Striping",null,{"$f":"IFERROR(IF(F68=\"\",\"\",F82),\"\")","v":0},"m2",{"$f":"CapitalCosts!BI158*($N$62+1)*(1+N98)","v":0},0]
[null,null,null,null,null,null,null,null,"Add additional costs if necessary",null,null,null,0]
[null,null,null,null,null,null,null,null,"INSPECTIONS"]
[null,null,null,null,null,null,null,null,"Construction Inspections",null,{"$f":"IF($F$68=\"\",\"\",CapitalCosts!BF200)","v":5},"visit",{"$f":"CapitalCosts!BF199*K101*($N$62+1)*(1+N101)","v":0},0]
[null,null,null,null,null,null,null,null,"Project Acceptance Inspections",null,{"$f":"IF(F68=0,\"\",CapitalCosts!BG200)","v":1.5},"visit",{"$f":"CapitalCosts!BG199*K102*($N$62+1)*(1+N102)","v":0},0]
[null,null,null,null,null,null,null,null,"     Option #1:  Surface infiltration testing",null,{"$f":"IF(F68=0,\"\",1)","v":1},"tests",{"$f":"CapitalCosts!BG203*($N$62+1)*(1+N103)","v":358.8770766666666},0]
[null,null,null,null,null,null,null,null,"     Option #2:  Natural event testing",null,{"$f":"IF(F68=0,\"\",1)","v":1},"tests",{"$f":"CapitalCosts!BG204*($N$62+1)*(1+N104)","v":0},-1]
[null,null,null,null,null,null,null,null,"     Option #3:  Simulated event testing",null,{"$f":"IF(F68=0,\"\",1)","v":1},"tests",{"$f":"CapitalCosts!BG205*($N$62+1)*(1+N105)","v":0},-1]
[null,null,"User Notes:",null,null,null,null,null,"     Option #4:  6 months water level monitoring",null,{"$f":"IF(F68=0,\"\",1)","v":1},"tests",{"$f":"CapitalCosts!BG206*($N$62+1)*(1+N106)","v":0},-1]
[null,null,null,null,null,null,null,null,"Add additional costs if necessary",null,null,null,0]
[null,null,null,null,null,null,null,null,"TOTALS"]
[null,null,null,null,null,null,null,null,"Sub-total",null,null,null,{"$f":"SUM(M80:M99,M71:M78,M65:M69,M101:M107)","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,"Overhead",null,{"$f":"Assumptions!$D$19","v":0.1},null,{"$f":"M109*K110","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,"Other",null,0,null,{"$f":"$M$109*K111","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,"TOTAL",null,null,null,{"$f":"SUM(M109:M111)","v":{"$error":"#VALUE!"}}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Maintenance and Life Cycle Costs"]
[null,null,"USERS: Choose your maintenance level.  Defaults will populate the table below.  Light green coloured cells can be modified."]
[]
[null,null,null,null,null,null,"Select maitenance level  -->",null,"Low",null,"Notes:\nInflation rate is 1.586% (based on average from 2010-2017)\nMaintenance costs scaled based on surface area or underdrain length. \nThe discount rate accounts for the time value of money and the risk of anticipated future cash flows\nRehabilitation occurs on schedule, even during the last year of the evaluation period\nCost of rehabilitation alone included above in Maintenance table.\nLife cycle cost of Rehabilitation in the Life Cycle Cositng Inputs table takes into account differences in maintenance when rehabilitation performed"]
[null,null,null,null,null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,null,null,null,"Life Cycle Occurrence (every X years)"]
[null,null,"MAINTENANCE OPTIONS",null,null,"Occurrence","Default ","Assumed ","Unit cost"]
[null,null,{"$f":"OM_Costs!AY54","v":"Routine inspection"},null,null,"Periodic",1,1,{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F134=\"Select…\",F134=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ54*($I$130/100+1),OM_Costs!BA54*($I$130/100+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AY55","v":"Maintenance inspection"},null,null,"Periodic",5,5,{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F135=\"Select…\",F135=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ55*($I$130/100+1),OM_Costs!BA55*($I$130/100+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AY56","v":"Performance verification"},null,null,"Periodic",15,15,{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F136=\"Select…\",F136=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ56*($I$130/100+1),OM_Costs!BA56*($I$130/100+1))))","v":0},null,"User Notes:"]
[null,null,{"$f":"OM_Costs!AY57","v":"     PV Option #1:  Surface infiltration testing"},null,null,"Periodic",15,15,{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F137=\"Select…\",F137=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ57*($I$130/100+1),OM_Costs!BA57*($I$130/100+1))))","v":280.0171329916667}]
[null,null,{"$f":"OM_Costs!AY58","v":"     PV Option #2:  Natural event testing"},null,null,"Ignore",15,15,{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F138=\"Select…\",F138=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ58*($I$130/100+1),OM_Costs!BA58*($I$130/100+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AY59","v":"     PV Option #3:  Simulated event testing"},null,null,"Ignore",15,15,{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F139=\"Select…\",F139=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ59*($I$130/100+1),OM_Costs!BA59*($I$130/100+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AY60","v":"     PV Option #4:  6 months water level monitoring"},null,null,"Ignore",15,15,{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F140=\"Select…\",F140=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ60*($I$130/100+1),OM_Costs!BA60*($I$130/100+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AY61","v":"Remove litter"},null,null,"Periodic",1,1,{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F141=\"Select…\",F141=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ61*($I$130/100+1),OM_Costs!BA61*($I$130/100+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AY62","v":"Surface vacuum - Starts Year 2"},null,null,"Periodic",1,1,{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F142=\"Select…\",F142=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ62*($I$130/100+1),OM_Costs!BA62*($I$130/100+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AY63","v":"Re-place joint material after vacuum"},null,null,"Periodic",1,1,{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F143=\"Select…\",F143=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ63*($I$130/100+1),OM_Costs!BA63*($I$130/100+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AY64","v":"Restriping"},null,null,"Periodic",3,3,{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F144=\"Select…\",F144=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ64*($I$130/100+1),OM_Costs!BA64*($I$130/100+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AY65","v":"Replace pavers"},null,null,"Periodic",8,8,{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F145=\"Select…\",F145=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ65*($I$130/100+1),OM_Costs!BA65*($I$130/100+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AY66","v":"Clean out pipes"},null,null,"Periodic",1,1,{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F146=\"Select…\",F146=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ66*($I$130/100+1),OM_Costs!BA66*($I$130/100+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AY67","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F147=\"Select…\",F147=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ67*($I$130/100+1),OM_Costs!BA67*($I$130/100+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AY68","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F148=\"Select…\",F148=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ68*($I$130/100+1),OM_Costs!BA68*($I$130/100+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AY69","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F149=\"Select…\",F149=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ69*($I$130/100+1),OM_Costs!BA69*($I$130/100+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AY70","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F150=\"Select…\",F150=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ70*($I$130/100+1),OM_Costs!BA70*($I$130/100+1))))","v":0}]
[null,null,{"$f":"OM_Costs!AY71","v":"Rehabilitation"},null,null,"Periodic",30,30,{"$f":"IF(PICPDesign!$F$82=\"\",0,IF(OR(F151=\"Select…\",F151=\"Ignore\"),0,IF($I$129=\"Low\",OM_Costs!AZ71*($I$130/100+1),OM_Costs!BA71*($I$130/100+1))))","v":6053.2665262004912}]
[]
[null,null,"LIFE CYCLE COSTING INPUTS"]
[null,null,"Inflation Rate (%)",null,null,{"$f":"Assumptions!$D$14","v":0.03}]
[null,null,"Discount Rate (%)",null,null,{"$f":"Assumptions!$D$15","v":0.05}]
[null,null,"Construction Costs",null,null,{"$f":"PICPDesign!M112","v":{"$error":"#VALUE!"}}]
[null,null,"Life Cycle Costing Results (present value, 50 years)"]
[null,null,"Life Cycle Cost of Rehabilitation",null,null,{"$f":"LifeCycleCosts!KM72","v":3399.5980028870322},"<- Difference of total maintenance costs with inflation and discount for rehab vs no rehab"]
[null,null,"Average Annual Maintenance Cost"]
[null,null,"50 Year evaluation period",null,null,{"$f":"LifeCycleCosts!KN69","v":28.433536093545598},"<- Includes inflation, does not include discount or rehabilitation"]
[null,null,{"$f":"Assumptions!$D$16&\" Year evaluation period\"","v":" Year evaluation period"},null,null,{"$f":"LifeCycleCosts!KN67","v":{"$error":"#DIV/0!"}},"<- Includes inflation, does not include discount or rehabilitation"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Cost Summary"]
[]
[]
[null,null,"Total construction costs",null,null,null,{"$f":"PICPDesign!$M$112","v":{"$error":"#VALUE!"}}]
[null,null,"Construction cost break down"]
[null,null,"Pre-construction",null,null,null,{"$f":"SUM(PICPDesign!M65:M69)","v":{"$error":"#DIV/0!"}}]
[null,null,"Excavation",null,null,null,{"$f":"SUM(PICPDesign!M71:M78)","v":{"$error":"#VALUE!"}}]
[null,null,"Materials & Installation",null,null,null,{"$f":"SUM(PICPDesign!M80:M99)","v":{"$error":"#VALUE!"}}]
[null,null,"Inspections",null,null,null,{"$f":"SUM(PICPDesign!M101:M107)","v":358.8770766666666}]
[null,null,"Other",null,null,null,{"$f":"SUM(PICPDesign!M110:M111)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Life Cycle Totals"]
[null,null,"50 YEAR EVALUATION PERIOD"]
[null,null,"PV of maintenance & rehabilitation",null,null,null,{"$f":"LifeCycleCosts!KM71","v":3045.959755050595}]
[null,null,"PV of all costs",null,null,null,{"$f":"G186+G176","v":{"$error":"#VALUE!"}}]
[null,null,{"$f":"Assumptions!$D$16&\" YEAR EVALUATION PERIOD\"","v":" YEAR EVALUATION PERIOD"}]
[null,null,"PV of maintenance & rehabilitation",null,null,null,{"$f":"LifeCycleCosts!KM70","v":{"$error":"#VALUE!"}}]
[null,null,"PV of all costs",null,null,null,{"$f":"G189+G176","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Retrofit Cost"]
[null,null,"Percentage of total cost",null,null,null,{"$f":"Assumptions!$D$18","v":0.16}]
[null,null,"Total",null,null,null,{"$f":"G176*G193","v":{"$error":"#VALUE!"}}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Working Notes"]

{"sheet":"RWHDesign","index":10,"n_rows":210,"n_cols":17,"rows_kept":210,"cut":false,"hidden":false,"merged":[[2,2,2,6],[60,2,60,6],[60,11,60,12],[173,2,173,5],[139,11,147,15],[129,11,137,15],[28,2,55,15],[93,2,112,6],[85,2,87,6],[88,2,88,6],[89,2,91,6],[132,5,132,7]]}
[null,"RAINWATER HARVESTING",null,null,null,null,null,"RWH tank",null,"RWH calcs",null,"TOC",null,"INTRO","Capital","O&M","Summary"]
[]
[null,null,"Design & Costs Information"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Design Guidance (visit wiki.sustainabletechnologies.ca for detailed guidance; see the STEP Life Cycle Costing Tool User Guide for info on how to use the tool for cost estimation)\n• RWH systems can be used throughout the year if they are located underground or indoors to prevent problems associated with freezing.\n• Separate plumbing, pumps, pressure tanks, and backflow preventers are necessary for indoor use of harvested water.  Back-up water supply system arrangements, that can be drawn upon when the cistern runs dry , are also necessary for indoor uses.\n• Site topography influences the placement of storage tanks and the design of the rainwater conveyance and overflow systems.  Storage tanks in low areas of the site will likely increase the volume of rainwater that can be stored, but will increase the amount of pumping needed to distribute the water.  The opposite occurs for placing tanks at higher elevations.\n• Cisterns should be placed on or in native, rather than fill, soils.  Underground tanks and piping to and from them, should either be located below the local frost penetration depth or insulated to prevent freezing during winter.\n• RWH system overflow devices should be designed to avoid causing ponding or soil saturation within 3 metres of building foundations.  Tanks must be watertight to prevent water damage when placed near building foundations.\n• Pretreatment is needed to remove debris, dust, leaves, and other debris that accumulates on roofs and can cause clogging within the RWH system.  Some examples include eavestrough or downspout filters, first flush diverters, in-ground filters and in-tank filters.\nTool Assumptions\n• User enters site information into the yellow cells in the User Input section.  The tool includes defaults based on STEP’s LID Planning and Design Guidance, but users may change the values found in the pink cells. STEP default values are kept in a separate column as a reference. \n• Many costs for the RWH tool have been derived from costing done in the RWH Design & Costing Tool Version 1.4 available on the Sustainable Technologies Evaluation Program website \n• Overflow was not costed as it would be needed even if the RWH system was not constructed.\n• Costs for conveyance piping are not included in the model design for indoor tanks because conveyance would be needed even without RWH.\n• The cost for decommissioning an outdoor above-ground plastic tank for the winter is not included.\n• The tool assumes that only one trench is needed for all piping, including conveyance, service and top-up piping. \n• The tool calculates costs for new designs (based on model designs; see the LCCT User Guide) and includes costs of design (as part of overhead), contractor profit, material, delivery, labour, equipment (rental, operating and operator costs), hauling and disposal. Since the tool was built to estimate greenfield development costs, it does not include mobilization and demobilization. You can add mobilization costs in the \"Additional Costs\" cells.\n• Unit costs are based on 2018 pricing; the tool automatically adds inflation. See the Assumptions sheet for details.\n• The cost of retrofitting is in general 16% higher than the cost of new construction.  These added construction costs can be found in the 'costs summary' tab and are easily added to the total construction cost for increased accuracy."]
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[null,null,"USERS: Please enter information into YELLOW coloured cells"]
[null,null,"Site and Design Information",null,null,null,null,null,"Capital Costs",null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,"USER INPUTS",null,null,null,null,null,"PRE-CONSTRUCTION",null,null,"Unit ","Cost","Cost adjustment"]
[null,null,"Roof drainage area",null,null,2000,"m2",null,"Stakeout of utilities",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Above-ground Plastic\",0,1)),\"\")","v":1},"visit",{"$f":"CapitalCosts!BQ102*($N$61+1)*(1+N64)","v":581.94999999999993},0]
[null,null,"Tank type:",null,null,"Below-ground Concrete","unitless",null,"Value of project land",null,{"$f":"CapitalCosts!BN101","v":7.0400000000000009},"m2",{"$f":"CapitalCosts!BQ101*($N$61+1)*(1+N65)","v":0},0]
[null,null,"Above-ground tank location",null,null,"N/A","unitless",null,"Add additional costs if necessary",null,null,null,0]
[null,null,"Total daily water usage (indoor & outdoor)",null,null,2000,"L/day",null,"EXCAVATION"]
[null,null,"User specified storage tank requirement 1",null,"Optional",null,"L ",null,"Pre-treatment Tank Excavation:"]
[null,null,"User specified tank length 2",null,"Optional",null,"m ",null,"Excavation",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Above-ground Plastic\",0,CapitalCosts!BN49)),\"\")","v":25.758204128298665},"Bm3",{"$f":"CapitalCosts!BQ113*($N$61+1)*(1+N69)","v":72.533377335059242},0]
[null,null,"User specified tank width 2",null,"Optional",null,"m ",null,"Loading excavated soil 3",null,{"$f":"Assumptions!$D$8","v":0.15},"% of excavation cost",{"$f":"CapitalCosts!BQ114*($N$61+1)*(1+N70)","v":10.880006600258886},0]
[null,null,"User specified tank height 2",null,"Optional",null,"m ",null,"Hauling excavated soil",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Above-ground Plastic\",0,(CapitalCosts!BN43+CapitalCosts!BN48)*1.25/13.76*(20/60))),\"\")","v":0.18531014534883719},"hours",{"$f":"CapitalCosts!BQ115*($N$61+1)*(1+N71)","v":885.23169063333307},0,{"$f":"ROUNDUP(F64/1200,0)","v":2}]
[null,null,"Project land value classification",null,null,"None","Unitless",null,"Pipe trenching: 0.6 m wide, 1.2 m deep",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Above-ground Plastic\",0,F74)),\"\")","v":10},"hours",{"$f":"CapitalCosts!BQ120*($N$61+1)*(1+N72)","v":210.69912155511804},0]
[null,null,"DESIGN DEFAULTS ",null,"defaults","(values in col G can be changed)",null,null,"Underground Tank Excavation:"]
[null,null,"Conveyance pipe length",null,10,10,"m",null,"Excavation",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Above-ground Plastic\",0,CapitalCosts!BN57)),\"\")","v":117.19071540057601},"Bm3",{"$f":"CapitalCosts!BQ111*($N$61+1)*(1+N74)","v":330.00120419796366},0]
[null,null,"Service pipe length",null,17,{"$f":"IF(F65=\"Above-ground Plastic\",5,17)","v":17},"m",null,"Loading excavated soil 3",null,15,"% of excavation cost",{"$f":"CapitalCosts!BQ112*($N$61+1)*(1+N75)","v":49.500180629694547},0]
[null,null,"Supply pipe length",null,94.5,94.5,"m",null,"Hauling excavated soil",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Above-ground Plastic\",0,(CapitalCosts!BN51+CapitalCosts!BN56)*1.25/13.76*(20/60))),\"\")","v":0.67202325581395361},"hours",{"$f":"CapitalCosts!BQ115*($N$61+1)*(1+N76)","v":885.23169063333307},0]
[null,null,"Top-up pipe interior length",null,5,5,"m",null,"Add additional costs if necessary",null,null,null,0]
[null,null,"Top-up pipe exterior length",null,10,{"$f":"IF(F65=\"Above-ground Plastic\",0,10)","v":10},"m",null,"MATERIALS & INSTALLATION"]
[null,null,"TOOL RESULTS (user inputs override tank calculations)",null,null,null,null,null,"Conveyance piping",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Above-ground Plastic\",0,F74)),\"\")","v":10},"m",{"$f":"CapitalCosts!BQ134*($N$61+1)*(1+N79)","v":842.79648622047216},0]
[null,null,"Estimated storage tank capacity 1",null,null,{"$f":"IF(F68>0,F68,RWHTank!C26)","v":15000},"L ",null,"Pipe bedding",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Above-ground Plastic\",0,K79)),\"\")","v":10},"m",{"$f":"CapitalCosts!BQ135*($N$61+1)*(1+N80)","v":233.97635784120729},0]
[null,null,"Tank length 2",null,null,{"$f":"IF(F69>0,F69,RWHTank!D35)","v":3.2},"m ",null,"Inline german-style filter",null,{"$f":"IFERROR(IF($F$64=0,0,ROUNDUP(F64/1200,0)),\"\")","v":2},"Unit ",{"$f":"CapitalCosts!BQ136*($N$61+1)*(1+N81)","v":10588.284503009998},0]
[null,null,"Tank width 2",null,null,{"$f":"IF(F70>0,F70,RWHTank!E35)","v":2.2000000000000002},"m ",null,"Precast concrete tank for filter",null,{"$f":"IFERROR(IF($F$64=0,0,1),\"\")","v":1},"Unit ",{"$f":"CapitalCosts!BQ137*($N$61+1)*(1+N82)","v":5076.5244349999994},0]
[null,null,"Tank height 2",null,null,{"$f":"IF(F71>0,F71,RWHTank!F35)","v":3},"m ",null,"Install filter into tank & delivery",null,{"$f":"K81","v":2},"each",{"$f":"CapitalCosts!BQ138*($N$61+1)*(1+N83)","v":4655.5999999999995},0]
[null,null,null,null,null,null,null,null,"Filter tank bedding",null,{"$f":"IFERROR(IF($F$64=0,0,IF($F$65=\"Above-ground Plastic\",0,0.152*3*2)),\"\")","v":0.91199999999999992},"m3",{"$f":"CapitalCosts!BQ139*($N$61+1)*(1+N84)","v":63.467853368734488},0]
[null,null,null,null,null,null,null,null,"Attach conveyance piping to filter tank",null,{"$f":"IFERROR(IF($F$64=0,0,3),\"\")","v":3},"each",{"$f":"CapitalCosts!BQ140*($N$61+1)*(1+N85)","v":305.34377032349994},0]
[null,null,{"$f":"IF(OR(F64>3000,F67>3000),\"The tool can only suggest a storage tank capacity based on a maximum roof drainage area of 3000 m2 or a maximum total daily water usage of 3000 L/day.  Please enter a lower value or enter a preferred tank size for costing.\",\"Specifications are within the limits of the tank sizing algorithm.\")","v":"Specifications are within the limits of the tank sizing algorithm."},null,null,null,null,null,"Backfill",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Above-ground Plastic\",0,(K69-CapitalCosts!BN51-K84)*(1.25/0.9))),\"\")","v":5.175283511525917},"Lm3",{"$f":"CapitalCosts!BQ141*($N$61+1)*(1+N86)","v":10.515925932969649},0]
[null,null,null,null,null,null,null,null,"Compaction",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Above-ground Plastic\",0,(K69-CapitalCosts!BN51-K84))),\"\")","v":3.7262041282986607},"Cm3",{"$f":"CapitalCosts!BQ142*($N$61+1)*(1+N87)","v":16.752615234318263},0]
[null,null,null,null,null,null,null,null,"Precast concrete tank (below ground)",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Below-ground Concrete\",F80,0)),\"\")","v":15000},"L ",{"$f":"CapitalCosts!BQ143*($N$61+1)*(1+N88)","v":5857.150172335857},0]
[null,null,{"$f":"IF(AND(F65=\"Above-ground Plastic\",F66=\"n/a\"),\"Please indicate whether the tank will be located indoors or outdoors\",IF(AND(NOT(F65=\"above-ground Plastic\"),NOT(F66=\"n/a\")),\"Below-ground tanks do not require a tank location input, please select 'N/A'\",\"Tank specification OK.\"))","v":"Tank specification OK."},null,null,null,null,null,"Concrete tank delivery",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Below-ground Concrete\",1,0)),\"\")","v":1},"each",{"$f":"CapitalCosts!BQ144*($N$61+1)*(1+N89)","v":271.18869999999998},0]
[null,null,{"$f":"IF(AND(F68>0,F69*F70*F71=0),\"Enter all tank dimensions\",IF(AND(F68>0,F69*F70*F71*1000*0.8<F68),\"Capacity of user specified storage tank, at \"&TEXT(F69*F70*F71*1000,\"0,000\")&\" L, is too small, please check tank dimensions (required capacity should be about 80% of tank volume as measured by outside dimensions).\",IF(AND($F$68=0,$F$69+$F$70+$F$71>0),\"No user specified tank, remove tank dimensions.\",\"User specified tank dimensions OK.\")))","v":"User specified tank dimensions OK."},null,null,null,null,null,"Standard tank access riser",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Below-ground Concrete\",1,0)),\"\")","v":1},"each",{"$f":"CapitalCosts!BQ145*($N$61+1)*(1+N90)","v":796.01448799999991},0]
[null,null,null,null,null,null,null,null,"Plastic tank ",null,{"$f":"IFERROR(IF($F$64=0,0,IF(OR(F65=\"Above-ground Plastic\",F65=\"Below-ground Plastic\"),F80,0)),\"\")","v":0},"L",{"$f":"CapitalCosts!BQ146*($N$61+1)*(1+N91)","v":0},0]
[null,null,null,null,null,null,null,null,"Tank bedding",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Above-ground Plastic\",0,CapitalCosts!BN56)),\"\")","v":1.0728960000000003},"m3",{"$f":"CapitalCosts!BQ147*($N$61+1)*(1+N92)","v":74.66491886831335},0]
[null,null,null,null,null,null,null,null,"Tank installation/craning",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Above-ground Plastic\",0,1)),\"\")","v":1},"days",{"$f":"CapitalCosts!BQ148*($N$61+1)*(1+N93)","v":1323.5661297999998},0]
[null,null,"Notes:\n1 The rainwater storage tank capacity is estimated using algorithms from a Rainwater Harvesting Design and Costing Tool assuming:\n   -  The historical rainfall for the City of Toronto, from 1961 - 2005 (median annual rainfall: 678 mm)\n   -  Optimum rainwater storage tank capacity values which includes an assumption of a 20% unused volume (typically referred to as \"dead space\")\nThe tool can only calculate a suggested storage tank capacity based on a roof drainage area less than 3000 m2 and a total daily water usage less than 3000 L/day.  The maximum tank size for this capacity is 15 000L.  If a larger tank is preferred the user can enter a different tank size for costing and enter new values for tank dimensions.\n2 The dimension of the above-ground plastic tank does not influence costing and is ignored due to variability of tis type of tank.\n3 The amount of loaded excavated soil is equal to the volume of the tank and bedding.  The cost is not based on 15% of the total volume of excavated soil.\nFor more detailed design and costing see the RWH Design & Costing Tool Version 1.4  on the Sustainable Technologies Evaluation Program website",null,null,null,null,null,"Attach connections to tank",null,{"$f":"IFERROR(IF($F$64=0,0,5),\"\")","v":5},"each",{"$f":"CapitalCosts!BQ149*($N$61+1)*(1+N94)","v":508.90628387249996},0]
[null,null,null,null,null,null,null,null,"Backfill",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Above-ground Plastic\",0,(K74-CapitalCosts!BN141-K92)*(1.25/0.9))),\"\")","v":154.08685540145845},"Lm3",{"$f":"CapitalCosts!BQ150*($N$61+1)*(1+N95)","v":912.17248438442539},0]
[null,null,null,null,null,null,null,null,"Compaction",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Above-ground Plastic\",0,(K74-CapitalCosts!BN141-K92))),\"\")","v":110.94253588905009},"Cm3",{"$f":"CapitalCosts!BQ151*($N$61+1)*(1+N96)","v":498.78577578555934},0]
[null,null,null,null,null,null,null,null,"Submersible pump",null,{"$f":"IFERROR(IF($F$64=0,0,1),\"\")","v":1},"each",{"$f":"CapitalCosts!BQ152*($N$61+1)*(1+N97)","v":328.21979999999996},0]
[null,null,null,null,null,null,null,null,"Pressure tank",null,{"$f":"IFERROR(IF($F$64=0,0,1),\"\")","v":1},"each",{"$f":"CapitalCosts!BQ153*($N$61+1)*(1+N98)","v":1196.5321399999998},0]
[null,null,null,null,null,null,null,null,"Pump float switch and electrical wiring",null,{"$f":"IFERROR(IF($F$64=0,0,1),\"\")","v":1},"each",{"$f":"CapitalCosts!BQ156*($N$61+1)*(1+N99)","v":304.8125355709999},0]
[null,null,null,null,null,null,null,null,"Service pipe and fittings",null,{"$f":"IFERROR(IF($F$64=0,0,F75),\"\")","v":17},"m",{"$f":"CapitalCosts!BQ159*($N$61+1)*(1+N100)","v":2254.8835376265088},0]
[null,null,null,null,null,null,null,null,"Service pipe through wall",null,{"$f":"IFERROR(IF($F$64=0,0,IF(F65=\"Above-ground Plastic\",1,0)),\"\")","v":0},"each",{"$f":"CapitalCosts!BQ160*($N$61+1)*(1+N101)","v":0},0]
[null,null,null,null,null,null,null,null,"Supply piping and fittings",null,{"$f":"IFERROR(IF($F$64=0,0,F76),\"\")","v":94.5},"m",{"$f":"CapitalCosts!BQ163*($N$61+1)*(1+N102)","v":15781.701323072832},0]
[null,null,null,null,null,null,null,null,"Top-up float switch and electrical wiring",null,{"$f":"IFERROR(IF($F$64=0,0,1),\"\")","v":1},"each",{"$f":"CapitalCosts!BQ166*($N$61+1)*(1+N103)","v":1028.0729264999998},0]
[null,null,null,null,null,null,null,null,"Water hammer arrestor",null,{"$f":"IFERROR(IF($F$64=0,0,1),\"\")","v":1},"each",{"$f":"CapitalCosts!BQ167*($N$61+1)*(1+N104)","v":114.37470714999999},0]
[null,null,null,null,null,null,null,null,"Water meter",null,{"$f":"IFERROR(IF($F$64=0,0,1),\"\")","v":1},"each",{"$f":"CapitalCosts!BQ168*($N$61+1)*(1+N105)","v":189.60512949999998},0]
[null,null,null,null,null,null,null,null,"Air gap",null,{"$f":"IFERROR(IF($F$64=0,0,1),\"\")","v":1},"each",{"$f":"CapitalCosts!BQ169*($N$61+1)*(1+N106)","v":425.52184},0]
[null,null,null,null,null,null,null,null,"Top-up pipe: ABS interior installation + elbow",null,{"$f":"IF($F$64=0,0,F77)","v":5},"m",{"$f":"CapitalCosts!BQ172*($N$61+1)*(1+N107)","v":0},0]
[null,null,null,null,null,null,null,null,"Top-up pipe through wall",null,{"$f":"IF($F$64=0,0,IF(F65=\"Above-ground Plastic\",0,1))","v":1},"each",{"$f":"CapitalCosts!BQ173*($N$61+1)*(1+N108)","v":56.105652599999999},0]
[null,null,null,null,null,null,null,null,"Top-up pipe: ABS exterior installation + couplings",null,{"$f":"IF($F$64=0,0,IF(F65=\"Above-ground Plastic\",0,F78))","v":10},"m",{"$f":"CapitalCosts!BQ176*($N$61+1)*(1+N109)","v":0},0]
[null,null,null,null,null,null,null,null,"Reduced pressure backflow preventor",null,{"$f":"IF($F$64=0,0,1)","v":1},"each",{"$f":"CapitalCosts!BQ177*($N$61+1)*(1+N110)","v":1620.8180424999998},0]
[null,null,null,null,null,null,null,null,"Add additional costs if necessary",null,null,null,0]
[null,null,null,null,null,null,null,null,"INSPECTIONS"]
[null,null,null,null,null,null,null,null,"Construction Inspections",null,{"$f":"IF($F$64=0,0,CapitalCosts!BN200)","v":5},"visit",{"$f":"CapitalCosts!BN199*K113*($N$61+1)*(1+N113)","v":1764.0170010317458},0]
[null,null,null,null,null,null,null,null,"Project Acceptance Inspections",null,{"$f":"IF($F$64=0,\"\",CapitalCosts!BO200)","v":1.5},"visit",{"$f":"CapitalCosts!BO199*K114*($N$61+1)*(1+N114)","v":663.18107507142838},0]
[null,null,"User Notes:",null,null,null,null,null,"Cistern pump testing at Project Acceptance",null,{"$f":"IF($F$64=0,\"\",1)","v":1},"tests",{"$f":"CapitalCosts!BO204*($N$61+1)*(1+N115)","v":80.385584857142845},0]
[null,null,null,null,null,null,null,null,"Add additional costs if necessary",null,null,null,0]
[null,null,null,null,null,null,null,null,"TOTALS"]
[null,null,null,null,null,null,null,null,"Sub-total",null,null,null,{"$f":"SUM(M64:M66,M69:M77,M79:M111,M113:M116)","v":60869.969467043273}]
[null,null,null,null,null,null,null,null,"Overhead",null,{"$f":"Assumptions!$D$19","v":0.1},null,{"$f":"M118*K119","v":6086.9969467043275}]
[null,null,null,null,null,null,null,null,"Other",null,0,null,{"$f":"$M$107*K120","v":0}]
[null,null,null,null,null,null,null,null,"TOTAL",null,null,null,{"$f":"SUM(M118:M120)","v":66956.966413747607}]
[]
[]
[]
[]
[]
[null,null,"Maintenance and Life Cycle Costs"]
[null,null,"USERS: Choose your maintenance level.  Defaults will populate the table below.  Light green coloured cells can be modified."]
[]
[null,null,null,null,null,"Select maitenance level  -->",null,"Low",null,null,null,"Notes:\nInflation rate is 1.586% (based on average from 2010-2017)\nMaintenance costs based on systems designed with a 2000 m2 roof drainage area, maintenance costs are fixed costs.\nThe discount rate accounts for the time value of money and the risk of anticipated future cash flows\nRehabilitation occurs on schedule, even during the last year of the evaluation period\nCost of rehabilitation alone included above in Maintenance table.\nLife cycle cost of Rehabilitation in the Life Cycle Cositng Inputs table takes into account differences in maintenance when rehabilitation performed"]
[null,null,null,null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,null,null,null,"Life Cycle Occurrence (every X years)"]
[null,null,"MAINTENANCE OPTIONS",null,null,"Occurrence","Default ","Assumed ","Unit cost"]
[null,null,{"$f":"OM_Costs!BG54","v":"Routine inspection"},null,null,"Periodic",1,1,{"$f":"IF(RWHDesign!$F$64=0,0,IF(OR(F135=\"Select…\",F135=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!BH54*($H$131+1),OM_Costs!BI54*($H$131+1))))","v":449.13212606015861}]
[null,null,{"$f":"OM_Costs!BG55","v":"Maintenace inspection"},null,null,"Periodic",5,5,{"$f":"IF(RWHDesign!$F$64=0,0,IF(OR(F136=\"Select…\",F136=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!BH55*($H$131+1),OM_Costs!BI55*($H$131+1))))","v":449.13212606015861}]
[null,null,{"$f":"OM_Costs!BG56","v":"Performance verification"},null,null,"Periodic",15,15,{"$f":"IF(RWHDesign!$F$64=0,0,IF(OR(F137=\"Select…\",F137=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!BH56*($H$131+1),OM_Costs!BI56*($H$131+1))))","v":403.71427061587292}]
[null,null,{"$f":"OM_Costs!BG57","v":"     PV Option #1:  Cistern pump test"},null,null,"Periodic",15,15,{"$f":"IF(RWHDesign!$F$64=0,0,IF(OR(F138=\"Select…\",F138=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!BH57*($H$131+1),OM_Costs!BI57*($H$131+1))))","v":90.835710888571413}]
[null,null,{"$f":"OM_Costs!BG58","v":"Remove litter"},null,null,"Periodic",1,1,{"$f":"IF(RWHDesign!$F$64=0,0,IF(OR(F139=\"Select…\",F139=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!BH58*($H$131+1),OM_Costs!BI58*($H$131+1))))","v":19.28288853828186}]
[null,null,{"$f":"OM_Costs!BG59","v":"Cleaning in-line filter"},null,null,"Periodic",1,1,{"$f":"IF(RWHDesign!$F$64=0,0,IF(OR(F140=\"Select…\",F140=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!BH59*($H$131+1),OM_Costs!BI59*($H$131+1))))","v":167.60176003624997},null,null,"User Notes:"]
[null,null,{"$f":"OM_Costs!BG60","v":"Above, outdoor cistern off-line in winter"},null,null,"Periodic",1,1,{"$f":"IF(RWHDesign!$F$64=0,0,IF(OR(F141=\"Select…\",F141=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!BH60*($H$131+1),OM_Costs!BI60*($H$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!BG61","v":"Cleaning out tank"},null,null,"Periodic","High = 5, Low = 10",10,{"$f":"IF(RWHDesign!$F$64=0,0,IF(OR(F142=\"Select…\",F142=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!BH61*($H$131+1),OM_Costs!BI61*($H$131+1))))","v":1578.2483999999997}]
[null,null,{"$f":"OM_Costs!BG62","v":"Replacing pump & pressure tank"},null,null,"Periodic","High = 5, Low = 10",10,{"$f":"IF(RWHDesign!$F$64=0,0,IF(OR(F143=\"Select…\",F143=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!BH62*($H$131+1),OM_Costs!BI62*($H$131+1))))","v":1242.1300129999995}]
[null,null,{"$f":"OM_Costs!BG63","v":"Routine - cistern pump test"},null,null,"Periodic",1,1,{"$f":"IF(RWHDesign!$F$64=0,0,IF(OR(F144=\"Select…\",F144=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!BH63*($H$131+1),OM_Costs!BI63*($H$131+1))))","v":90.835710888571413}]
[null,null,{"$f":"OM_Costs!BG64","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(RWHDesign!$F$64=0,0,IF(OR(F145=\"Select…\",F145=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!BH64*($H$131+1),OM_Costs!BI64*($H$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!BG65","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(RWHDesign!$F$64=0,0,IF(OR(F146=\"Select…\",F146=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!BH65*($H$131+1),OM_Costs!BI65*($H$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!BG66","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(RWHDesign!$F$64=0,0,IF(OR(F147=\"Select…\",F147=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!BH66*($H$131+1),OM_Costs!BI66*($H$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!BG67","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(RWHDesign!$F$64=0,0,IF(OR(F148=\"Select…\",F148=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!BH67*($H$131+1),OM_Costs!BI67*($H$131+1))))","v":0}]
[null,null,{"$f":"OM_Costs!BG68","v":"Rehabilitation"},null,null,"Periodic",40,40,{"$f":"IF(RWHDesign!$F$64=0,0,IF(OR(F149=\"Select…\",F149=\"Ignore\"),0,IF($H$130=\"Low\",OM_Costs!BH68*($H$131+1),OM_Costs!BI68*($H$131+1))))","v":0}]
[]
[null,null,"LIFE CYCLE COSTING INPUTS"]
[null,null,"Inflation Rate (%)",null,null,{"$f":"Assumptions!$D$14","v":0.03}]
[null,null,"Discount Rate (%)",null,null,{"$f":"Assumptions!$D$15","v":0.05}]
[null,null,"Construction Costs",null,null,{"$f":"RWHDesign!M121","v":66956.966413747607}]
[null,null,"Life Cycle Costing Results (present value, 50 years)"]
[null,null,"Life Cycle Cost of Rehabilitation",null,null,{"$f":"LifeCycleCosts!LV72","v":0},"<- Difference of total maintenance costs with inflation and discount for rehab vs no rehab"]
[null,null,"Average Annual Maintenance Cost"]
[null,null,"50 Year evaluation period",null,null,{"$f":"LifeCycleCosts!LW69","v":2653.2793308990554},"<- Includes inflation, does not include discount or rehabilitation"]
[null,null,{"$f":"Assumptions!$D$16&\" Year evaluation period\"","v":" Year evaluation period"},null,null,{"$f":"LifeCycleCosts!LW67","v":{"$error":"#DIV/0!"}},"<- Includes inflation, does not include discount or rehabilitation"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Cost Summary"]
[]
[]
[null,null,"Total construction costs",null,null,{"$f":"RWHDesign!M121","v":66956.966413747607}]
[null,null,"Construction cost break down"]
[null,null,"Pre-construction",null,null,{"$f":"SUM(RWHDesign!M64:M66)","v":581.94999999999993}]
[null,null,"Excavation",null,null,{"$f":"SUM(RWHDesign!M69:M77)","v":2444.0772715847606}]
[null,null,"Materials & Installation",null,null,{"$f":"SUM(RWHDesign!M79:M111)","v":55336.358534498191}]
[null,null,"Inspections",null,null,{"$f":"SUM(RWHDesign!M113:M116)","v":2507.583660960317}]
[null,null,"Other",null,null,{"$f":"SUM(RWHDesign!M119:M120)","v":6086.9969467043275}]
[]
[null,null,"Life Cycle Totals"]
[null,null,"50 YEAR EVALUATION PERIOD"]
[null,null,"PV of maintenance & rehabilitation",null,null,{"$f":"LifeCycleCosts!LV71","v":33925.828380689614}]
[null,null,"PV of all costs",null,null,{"$f":"F187+F177","v":100882.79479443721}]
[null,null,{"$f":"Assumptions!$D$16&\" YEAR EVALUATION PERIOD\"","v":" YEAR EVALUATION PERIOD"}]
[null,null,"PV of maintenance & rehabilitation",null,null,{"$f":"LifeCycleCosts!LV70","v":{"$error":"#VALUE!"}}]
[null,null,"PV of all costs",null,null,{"$f":"F190+F177","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Retrofit Cost"]
[null,null,"Percentage of total cost",null,null,{"$f":"Assumptions!$D$18","v":0.16}]
[null,null,"Total",null,null,{"$f":"F177*F194","v":10713.114626199616}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Working Notes"]

{"sheet":"WPONDDesign","index":11,"n_rows":218,"n_cols":17,"rows_kept":218,"cut":false,"hidden":false,"merged":[[114,2,114,6],[138,10,149,15],[151,10,156,15],[30,2,56,15],[116,2,124,6],[142,5,142,7]]}
[null,"DETENTION POND - WET",null,null,null,null,null,null,"WP calcs",null,null,"TOC",null,"INTRO","Capital","O&M","Summary"]
[]
[null,null,"Design & Costs Information"]
[]
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[null,null,"Design Guidance  (visit wiki.sustainabletechnologies.ca for detailed guidance; see the STEP Life Cycle Costing Tool User Guide for info on how to use the tool for cost estimation) \n•  STEP used the MOECC's 2003 Stormwater Management Planning and Design Manual to develop the model design which the tool costs out\nTool Assumptions\n• User enters site information into the yellow cells in the User Input section.  The tool includes defaults based on STEP’s LID Planning and Design Guidance, but users may change the values found in the pink cells. STEP default values are kept in a separate column as a reference. \n• The tool calculates costs for new designs (based on model designs; see the LCCT User Guide) and includes costs of design (as part of overhead), contractor profit, material, delivery, labour, equipment (rental, operating and operator costs), hauling and disposal. Since the tool was built to estimate greenfield development costs, it does not include mobilization and demobilization. You can add mobilization costs in the \"Additional Costs\" cells.\n• Unit costs are based on 2018 pricing; the tool automatically adds inflation. See the Assumptions sheet for details.\n• The cost of retrofitting is in general 16% higher than the cost of new construction.  These added construction costs can be found in the 'costs summary' tab and are easily added to the total construction cost for increased accuracy."]
[]
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[null,null,"USERS: Please enter information into YELLOW coloured cells"]
[]
[null,null,"Site and Design Information",null,null,null,null,null,"Capital Costs ",null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,"USER INPUTS",null,null,null,null,null,"PRE-CONSTRUCTION",null,null,"Unit ","Cost","Cost adjustment"]
[null,null,"Drainage area1",null,null,7.5,"ha",null,"Test pits",null,{"$f":"CapitalCosts!CB102","v":4},"m3",{"$f":"CapitalCosts!CE102*($N$63+1)*(1+N66)","v":851.17975135863344},0]
[null,null,"Impervious drainage area",null,null,0.3,"%",null,"Stakeout of utilities",null,{"$f":"CapitalCosts!CB103","v":1},"visit",{"$f":"CapitalCosts!CE103*($N$63+1)*(1+N67)","v":581.94999999999993},0]
[null,null,"WQ Protection Level2",null,null,"normal",null,null,"Erosion and sediment controls:",null,null,null,{"$f":"CapitalCosts!CE104*($N$63+1)*(1+N68)","v":1202.044027199154},0]
[null,null,"Wetland area in pond",null,null,0.25,"% of permanent pond area",null,"2\" Submersible gas pump",null,{"$f":"CapitalCosts!CB105","v":3},"days",{"$f":"CapitalCosts!CE105*($N$63+1)*(1+N69)","v":104.22165827999997},0]
[null,null,"Soil ",null,null,"Common earth",null,null,"Silt sack in catchbasin",null,{"$f":"CapitalCosts!CB106","v":1},"each",{"$f":"CapitalCosts!CE106*($N$63+1)*(1+N70)","v":78.359849999999994},0]
[null,null,"Forebay berm structure",null,null,"Riprap","m",null,"Silt fence around excavation (down slope sides)",null,{"$f":"CapitalCosts!CB107","v":135.11699952990682},"m",{"$f":"CapitalCosts!CE107*($N$63+1)*(1+N71)","v":1019.4625189191538},0]
[null,null,"Clay liner required",null,null,"no",null,null,"Value of project land",null,{"$f":"CapitalCosts!CB101","v":4176.2953316114063},"m2",{"$f":"CapitalCosts!CE101*($N$63+1)*(1+N72)","v":0},0]
[null,null,"Project land value classification",null,null,"None","Unitless",null,"Add additional costs if necessary",null,null,null,0]
[null,null,"DESIGN DEFAULTS ",null,"defaults","(values in col G can be changed)",null,null,"EXCAVATION"]
[null,null,"Extended detention storage requirement",null,40,40,"m3/ha",null,{"$f":"CapitalCosts!CA111","v":"Clear and grub site"},null,{"$f":"CapitalCosts!CB111","v":4176.2953316114063},{"$f":"CapitalCosts!CC111","v":"m2"},{"$f":"CapitalCosts!CE111*($N$63+1)*(1+N75)","v":8742.0154694513167},0]
[null,null,"Width of side buffer",null,10,10,"m",null,{"$f":"CapitalCosts!CA112","v":"Cut an fill"},null,{"$f":"CapitalCosts!CB112","v":778.29733207832874},{"$f":"CapitalCosts!CC112","v":"m3"},{"$f":"CapitalCosts!CE112*($N$63+1)*(1+N76)","v":14170.900712152807},0]
[null,null,"Width of end buffer",null,10,10,"m",null,{"$f":"CapitalCosts!CA113","v":"Topsoil salvage - haul to stockpile"},null,{"$f":"CapitalCosts!CB113","v":1044.0738329028516},{"$f":"CapitalCosts!CC113","v":"m3"},{"$f":"CapitalCosts!CE113*($N$63+1)*(1+N77)","v":4426.7677435137348},0]
[null,null,"Forebay volume",null,0.2,0.2,"%",null,{"$f":"CapitalCosts!CA114","v":"Safety Fencing"},null,{"$f":"CapitalCosts!CB114","v":270.23399905981364},{"$f":"CapitalCosts!CC114","v":"m"},{"$f":"CapitalCosts!CE114*($N$63+1)*(1+N78)","v":5910.7135405419021},0]
[null,null,"Forebay depth",null,1.5,1.5,"m",null,{"$f":"CapitalCosts!CA115","v":"Clean out drain pipe trenching, forebay"},null,{"$f":"CapitalCosts!CB115","v":38.975239984222235},{"$f":"CapitalCosts!CC115","v":"m"},{"$f":"CapitalCosts!CE115*($N$63+1)*(1+N79)","v":1733.133352457085},0]
[null,null,"Clearance above forebay berm to permanent pool ",null,0.2,0.2,"m",null,{"$f":"CapitalCosts!CA116","v":"Clean out drain pipe trenching, permanent pool"},null,{"$f":"CapitalCosts!CB116","v":5},{"$f":"CapitalCosts!CC116","v":"m"},{"$f":"CapitalCosts!CE116*($N$63+1)*(1+N80)","v":222.33773969816269},0]
[null,null,"Forebay berm top width",null,0.3,0.3,"m",null,{"$f":"CapitalCosts!CA117","v":"Manhole to stormsewer trenching"},null,{"$f":"CapitalCosts!CB117","v":25},{"$f":"CapitalCosts!CC117","v":"m"},{"$f":"CapitalCosts!CE117*($N$63+1)*(1+N81)","v":1513.0203585958},0]
[null,null,"Pond Length-to-Width Ratio",null,4,4,":1",null,"Add additional costs if necessary",null,null,null,0]
[null,null,"Forebay Length-to-Width Ratio",null,4,4,":1",null,"MATERIALS & INSTALLATION"]
[null,null,"Wet pond permanent pool depth",null,1.5,1.5,"m",null,{"$f":"CapitalCosts!CA134","v":"Clay liner"},null,{"$f":"CapitalCosts!CB134","v":0},{"$f":"CapitalCosts!CC134","v":"m3"},{"$f":"CapitalCosts!CE134*($N$63+1)*(1+N84)","v":0},0]
[null,null,"Wetland depth",null,0.2,0.2,"m",null,{"$f":"CapitalCosts!CA135","v":"Inlet pipe, 450 mm"},null,{"$f":"CapitalCosts!CB135","v":15},{"$f":"CapitalCosts!CC135","v":"m"},{"$f":"CapitalCosts!CE135*($N$63+1)*(1+N85)","v":1655.4930979330704},0]
[null,null,"Active storage depth",null,1.5,1.5,"m",null,{"$f":"CapitalCosts!CA136","v":"Inlet pipe anchoring block, concrete cast-in-place"},null,{"$f":"CapitalCosts!CB136","v":1},{"$f":"CapitalCosts!CC136","v":"m"},{"$f":"CapitalCosts!CE136*($N$63+1)*(1+N86)","v":160.53266404199471},0]
[null,null,"Freeboard",null,0.3,0.3,"m",null,{"$f":"CapitalCosts!CA137","v":"Inlet erosion splash pad (plantable pavers)"},null,{"$f":"CapitalCosts!CB137","v":2},{"$f":"CapitalCosts!CC137","v":"m2"},{"$f":"CapitalCosts!CE137*($N$63+1)*(1+N87)","v":292.75922432979672},0]
[null,null,"Inlet pipe diameter",null,450,450,"mm",null,{"$f":"CapitalCosts!CA138","v":"Manhole outlet structure"},null,null,"total cost",{"$f":"CapitalCosts!CE138*($N$63+1)*(1+N88)","v":7773.2404185426494},0]
[null,null,"Inlet pipe length",null,15,{"$f":"F77 + 5","v":15},"m",null,{"$f":"CapitalCosts!CA143","v":"Outlet pipe from manhole to sewer- 450 mm"},null,{"$f":"CapitalCosts!CB143","v":25},{"$f":"CapitalCosts!CC143","v":"m"},{"$f":"CapitalCosts!CE143*($N$63+1)*(1+N89)","v":2759.1551632217838},0]
[null,null,"Conveyance pipe diameter",null,200,200,"mm",null,{"$f":"CapitalCosts!CA144","v":"Conveyance Pipe - 200 mm"},null,{"$f":"CapitalCosts!CB144","v":5},{"$f":"CapitalCosts!CC144","v":"m"},{"$f":"CapitalCosts!CE144*($N$63+1)*(1+N90)","v":241.80232521325453},0]
[null,null,"Conveyance orifice control diameter",null,100,100,"mm",null,{"$f":"CapitalCosts!CA145","v":"Conveyance Pipe orifice control, gate valve, 200 mm"},null,{"$f":"CapitalCosts!CB145","v":1},{"$f":"CapitalCosts!CC145","v":"each"},{"$f":"CapitalCosts!CE145*($N$63+1)*(1+N91)","v":3027.5657774999995},0]
[null,null,"Conveyance pipe length to flow control structure (manhole)",null,5,5,"m",null,{"$f":"CapitalCosts!CA146","v":"Conveyance pipe trash grate"},null,{"$f":"CapitalCosts!CB146","v":1},{"$f":"CapitalCosts!CC146","v":"each"},{"$f":"CapitalCosts!CE146*($N$63+1)*(1+N92)","v":65.719835368437501},0]
[null,null,"Maintenance pipe diameter",null,300,300,"mm",null,{"$f":"CapitalCosts!CA147","v":"Cleanout drains, 300 mm"},null,{"$f":"CapitalCosts!CB147","v":43.975239984222235},{"$f":"CapitalCosts!CC147","v":"m"},{"$f":"CapitalCosts!CE147*($N$63+1)*(1+N93)","v":2126.663055999164},0]
[null,null,"Outlet pipe from manhole to receiving water - diameter",null,450,450,"mm",null,{"$f":"CapitalCosts!CA148","v":"Trash grate for cleanout drains"},null,{"$f":"CapitalCosts!CB148","v":2},{"$f":"CapitalCosts!CC148","v":"each"},{"$f":"CapitalCosts!CE148*($N$63+1)*(1+N94)","v":350.37996861687503},0]
[null,null,"Outlet pipe from manhole to receiving water - length",null,25,25,"m",null,{"$f":"CapitalCosts!CA149","v":"Cleanout pipe Gate Valves, 300 mm"},null,{"$f":"CapitalCosts!CB149","v":2},{"$f":"CapitalCosts!CC149","v":"each"},{"$f":"CapitalCosts!CE149*($N$63+1)*(1+N95)","v":13517.010844999997},0]
[null,null,"Side slope, buffer (Width:depth)",null,6,6,"x:1",null,{"$f":"CapitalCosts!CA150","v":"Forebay berm "},null,{"$f":"CapitalCosts!CB150","v":31.874382429716192},{"$f":"CapitalCosts!CC150","v":"m3"},{"$f":"CapitalCosts!CE150*($N$63+1)*(1+N96)","v":2121.6104217391594},0]
[null,null,"Side slope, forebay, berm and permanent pool (Width:depth)",null,3,3,"x:1",null,{"$f":"CapitalCosts!CA151","v":"Service road"},null,{"$f":"CapitalCosts!CB151","v":39.999999999999993},{"$f":"CapitalCosts!CC151","v":"m"},{"$f":"CapitalCosts!CE151*($N$63+1)*(1+N97)","v":14421.080270823606},0]
[null,null,"Depth of clay liner for permanent pool",null,0.3,0.3,"m",null,{"$f":"CapitalCosts!CA152","v":"Perimeter fence"},null,{"$f":"CapitalCosts!CB152","v":270.23399905981364},{"$f":"CapitalCosts!CC152","v":"m"},{"$f":"CapitalCosts!CE152*($N$63+1)*(1+N98)","v":30909.235945953067},0]
[null,null,"Tree and shrub planting",null,0.5,0.5,"% of area above permanent pool",null,{"$f":"CapitalCosts!CA153","v":"Perimeter fence gate"},null,{"$f":"CapitalCosts!CB153","v":1},{"$f":"CapitalCosts!CC153","v":"each"},{"$f":"CapitalCosts!CE153*($N$63+1)*(1+N99)","v":1559.6550974999996},0]
[null,null,"TOOL RESULTS",null,null,null,null,null,{"$f":"CapitalCosts!CA154","v":"Site Planting"},null,null,"total cost",{"$f":"CapitalCosts!CE154*($N$63+1)*(1+N100)","v":127806.49426640058},0]
[null,null,"Total water quality storage volume",null,null,{"$f":"CapitalCosts!CB43","v":536.10825},"m3",null,{"$f":"CapitalCosts!CA163","v":"Signage"},null,{"$f":"CapitalCosts!CB163","v":3},{"$f":"CapitalCosts!CC163","v":"each"},{"$f":"CapitalCosts!CE163*($N$63+1)*(1+N101)","v":3853.2655349999986},0]
[null,null,"Extended detention storage volume",null,null,{"$f":"CapitalCosts!CB44","v":300},"m3",null,{"$f":"CapitalCosts!CA164","v":"As built topographical survey"},null,{"$f":"CapitalCosts!CB164","v":4176.2953316114063},{"$f":"CapitalCosts!CC164","v":"m2"},{"$f":"CapitalCosts!CE164*($N$63+1)*(1+N102)","v":5649.1724513782883},0]
[null,null,"Forebay volume",null,null,{"$f":"CapitalCosts!CB45","v":47.221650000000004},"m3",null,"Add additional costs if necessary",null,null,null,0]
[null,null,"Permanent pool volume",null,null,{"$f":"CapitalCosts!CB47","v":188.88659999999999},"m3",null,"INSPECTIONS"]
[null,null,"Detention time",null,null,{"$f":"CapitalCosts!CB84","v":27.329763300924807},"hr",null,"Construction Inspections",null,{"$f":"IF($F$66=\"\",\"\",CapitalCosts!N200)","v":5},"visit",{"$f":"CapitalCosts!CB197*($N$63+1)*(1+N105)","v":1205.7837728571426},0]
[null,null,{"$f":"CapitalCosts!CA88","v":"Overall pond length"},null,null,{"$f":"CapitalCosts!CB88","v":67.252548583817529},{"$f":"CapitalCosts!CC88","v":"m"},null,"Project Acceptance Inspections4",null,{"$f":"IF($F$66=\"\",\"\",CapitalCosts!O200)","v":2.5},"visit",{"$f":"CapitalCosts!CC197*($N$63+1)*(1+N106)","v":602.8918864285713},0]
[null,null,{"$f":"CapitalCosts!CA89","v":"Overall pond width"},null,null,{"$f":"CapitalCosts!CB89","v":27.864450946089285},{"$f":"CapitalCosts!CC89","v":"m"},null,"Add additional costs if necessary",null,null,null,0]
[null,null,{"$f":"CapitalCosts!CA90","v":"Pond enclosure length"},null,null,{"$f":"CapitalCosts!CB90","v":87.252548583817529},{"$f":"CapitalCosts!CC90","v":"m"},null,"TOTALS"]
[null,null,{"$f":"CapitalCosts!CA91","v":"Pond enclosure width"},null,null,{"$f":"CapitalCosts!CB91","v":47.864450946089285},{"$f":"CapitalCosts!CC91","v":"m"},null,"Sub-total",null,null,null,{"$f":"SUM(M84:M103,M75:M82,M66:M73,M105:M107)","v":260655.61874601519}]
[null,null,{"$f":"CapitalCosts!CA92","v":"Pond enclosure area"},null,null,{"$f":"CapitalCosts!CB92","v":0.4176295331611406},{"$f":"CapitalCosts!CC92","v":"ha"},null,"Overhead",null,{"$f":"Assumptions!$D$19","v":0.1},null,{"$f":"M109*K110","v":26065.561874601521}]
[null,null,"Active storage surface area",null,null,{"$f":"CapitalCosts!CB81+CapitalCosts!CB80","v":1444.2544510925638},"m2",null,"Other",null,0,null,{"$f":"K111*M109","v":0}]
[null,null,"Permanent pool + forebay surface area",null,null,{"$f":"CapitalCosts!CB66+CapitalCosts!CB58","v":316.39410111631298},"m2",null,"GRAND TOTAL",null,null,null,{"$f":"SUM(M109:M111)","v":286721.18062061671}]
[null,null,"Planted area",null,null,{"$f":"CapitalCosts!CB157","v":3963.7626747477466},"m2"]
[]
[null,null,{"$f":"IF(F66<5,\"Drainage area should not be less than 5 ha\",\"Drainage area is OK\")","v":"Drainage area is OK"}]
[]
[null,null,"Notes: \n1 Should not be less tahn 5 ha, 10 ha is preferrable.\n2 Enhanced - 80% long-term S.S. removal; normal - 70% long-term S.S. removal; basic - 60% long-term S.S. removal."]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"User Notes:"]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Maintenance and Life Cycle Costs"]
[null,null,"USERS: Choose your maintenance level.  Defaults will populate the table below.  Light green coloured cells can be modified."]
[]
[null,null,null,null,null,null,null,null,null,null,"Notes:\n▪  Maintenance costs are scaled based on the size of the enhanced grass swale\n▪  If rehabilitation is performed, Year 1 and 2 watering and restoration of lost vegetation maintenance will be costed again\n▪  Rehabilitation occurs on schedule, even during the last year of the evaluation period\n▪  The discount rate accounts for the time value of money and the risk of anticipated future cash flows\n▪  All Life Cycle Costing Results are Net Present Value, which takes into account average annual interest and discount rates over the evaluation time periods\n▪  Life cycle cost of Rehabilitation takes into account differences in maintenance when rehabilitation performed\n▪  Average Annual Maintenance cost does not include rehabilitation costs and therefore represents an average of routine maintenance tasks as outlined in the Maintenance table above"]
[null,null,null,null,"Select maitenance level  -->",null,"Low"]
[null,null,null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,null,null,null,"Life Cycle Occurrence (every X years)"]
[null,null,"MAINTENANCE OPTIONS",null,null,"Occurrence","Default ","Assumed ","Unit cost"]
[null,null,{"$f":"OM_Costs!BO54","v":"Routine Inspections"},null,null,"Periodic",1,1,{"$f":"IF($F$66=\"\",0,IF(F145=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP54,OM_Costs!BQ54)*($G$141+1)))","v":1847.5983594735424}]
[null,null,{"$f":"OM_Costs!BO55","v":"Bathymetric survey"},null,null,"Periodic",10,10,{"$f":"IF($F$66=\"\",0,IF(F146=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP55,OM_Costs!BQ55)*($G$141+1)))","v":2260}]
[null,null,{"$f":"OM_Costs!BO56","v":"Monitor and remove invasive plants"},null,null,"Periodic",1,1,{"$f":"IF($F$66=\"\",0,IF(F147=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP56,OM_Costs!BQ56)*($G$141+1)))","v":1444.9100689115646}]
[null,null,{"$f":"OM_Costs!BO57","v":"Watering - Year 1 only"},null,null,"Once",1,1,{"$f":"IF($F$66=\"\",0,IF(F148=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP57,OM_Costs!BQ57)*($G$141+1)))","v":3665.0325879504858}]
[null,null,{"$f":"OM_Costs!BO58","v":"Watering - Year 2 only"},null,null,"Periodic",1,1,{"$f":"IF($F$66=\"\",0,IF(F149=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP58,OM_Costs!BQ58)*($G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BO59","v":"Annual watering - Starts in Year 3"},null,null,"Periodic",1,1,{"$f":"IF($F$66=\"\",0,IF(F150=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP59,OM_Costs!BQ59)*($G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BO60","v":"Drought watering"},null,null,"Periodic",1,1,{"$f":"IF($F$66=\"\",0,IF(F151=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP60,OM_Costs!BQ60)*($G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BO61","v":"Remove litter and debris"},null,null,"Periodic",1,1,{"$f":"IF($F$66=\"\",0,IF(F152=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP61,OM_Costs!BQ61)*($G$141+1)))","v":1910.819846234069},null,"User Notes:"]
[null,null,{"$f":"OM_Costs!BO62","v":"Maintain trees"},null,null,"Periodic",10,10,{"$f":"IF($F$66=\"\",0,IF(F153=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP62,OM_Costs!BQ62)*($G$141+1)))","v":3926.6453371972229}]
[null,null,{"$f":"OM_Costs!BO63","v":"Mow access road shoulders"},null,null,"Periodic",1,1,{"$f":"IF($F$66=\"\",0,IF(F154=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP63,OM_Costs!BQ63)*($G$141+1)))","v":95.224140929786941}]
[null,null,{"$f":"OM_Costs!BO64","v":"Sediment removal - Starts Year 2"},null,null,"Periodic","High = 10, Low = 15",15,{"$f":"IF($F$66=\"\",0,IF(F155=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP64,OM_Costs!BQ64)*($G$141+1)))","v":244904.85396908206}]
[null,null,{"$f":"OM_Costs!BO65","v":"Clear cleanout drains "},null,null,"Periodic",4,4,{"$f":"IF($F$66=\"\",0,IF(F156=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP65,OM_Costs!BQ65)*($G$141+1)))","v":789.12419999999986}]
[null,null,{"$f":"OM_Costs!BO66","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF($F$66=\"\",0,IF(F157=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP66,OM_Costs!BQ66)*($G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BO67","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF($F$66=\"\",0,IF(F158=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP67,OM_Costs!BQ67)*($G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BO68","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF($F$66=\"\",0,IF(F159=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP68,OM_Costs!BQ68)*($G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BO69","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF($F$66=\"\",0,IF(F160=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP69,OM_Costs!BQ69)*($G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BO70","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF($F$66=\"\",0,IF(F161=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP70,OM_Costs!BQ70)*($G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BO71","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF($F$66=\"\",0,IF(F162=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP71,OM_Costs!BQ71)*($G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BO72","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF($F$66=\"\",0,IF(F163=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP72,OM_Costs!BQ72)*($G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BO73","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF($F$66=\"\",0,IF(F164=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP73,OM_Costs!BQ73)*($G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BO74","v":"Rehabilitation"},null,null,"Periodic",25,25,{"$f":"IF($F$66=\"\",0,IF(F165=\"Ignore\",0,IF($G$140=\"Low\",OM_Costs!BP74,OM_Costs!BQ74)*($G$141+1)))","v":0}]
[]
[]
[]
[null,null,"LIFE CYCLE COSTING INPUTS"]
[null,null,"Inflation Rate (%)",null,null,{"$f":"Assumptions!$D$14","v":0.03}]
[null,null,"Discount Rate (%)",null,null,{"$f":"Assumptions!$D$15","v":0.05}]
[null,null,"Construction Costs",null,null,{"$f":"M112","v":286721.18062061671}]
[null,null,"Life Cycle Costing Results (present value, 50 years)"]
[null,null,"Life Cycle Cost of Rehabilitation",null,null,{"$f":"LifeCycleCosts!NS72","v":0},"<- Difference of total maintenance costs with inflation and discount for rehab vs no rehab"]
[null,null,"Average Annual Maintenance Cost"]
[null,null,"50 Year evaluation period",null,null,{"$f":"LifeCycleCosts!NT69","v":20874.198647172612},"<- Includes inflation, does not include discount or rehabilitation"]
[null,null,{"$f":"Assumptions!$D$16&\" Year evaluation period\"","v":" Year evaluation period"},null,null,{"$f":"LifeCycleCosts!NT67","v":{"$error":"#DIV/0!"}},"<- Includes inflation, does not include discount or rehabilitation"]
[]
[]
[]
[]
[]
[null,null,"Cost Summary"]
[]
[]
[null,null,"Total construction costs",null,null,null,{"$f":"M112","v":286721.18062061671}]
[null,null,"Construction cost break down"]
[null,null,"Pre-construction",null,null,null,{"$f":"SUM(M66:M73)","v":3837.2178057569408}]
[null,null,"Excavation",null,null,null,{"$f":"SUM(M75:M82)","v":36718.888916410804}]
[null,null,"Materials & Installation",null,null,null,{"$f":"SUM(M84:M103)","v":218290.83636456172}]
[null,null,"Inspections",null,null,null,{"$f":"SUM(M105:M107)","v":1808.6756592857139}]
[null,null,"Project mngt, overhead & other",null,null,null,{"$f":"SUM(M110:M111)","v":26065.561874601521}]
[]
[null,null,"Life Cycle Totals"]
[null,null,"50 YEAR EVALUATION PERIOD"]
[null,null,"PV of maintenance & rehabilitation",null,null,null,{"$f":"LifeCycleCosts!NS71","v":314235.58026927459}]
[null,null,"PV of all costs",null,null,null,{"$f":"G196+G186","v":600956.7608898913}]
[null,null,{"$f":"Assumptions!$D$16&\" YEAR EVALUATION PERIOD\"","v":" YEAR EVALUATION PERIOD"}]
[null,null,"PV of maintenance & rehabilitation",null,null,null,{"$f":"LifeCycleCosts!NS70","v":{"$error":"#VALUE!"}}]
[null,null,"PV of all costs",null,null,null,{"$f":"G199+G186","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Retrofit Cost (n/a)"]
[null,null,"Percentage of total cost"]
[null,null,"Total"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Working Notes"]

{"sheet":"DPONDDesign","index":12,"n_rows":217,"n_cols":17,"rows_kept":217,"cut":false,"hidden":false,"merged":[[112,2,112,6],[114,2,122,6],[138,10,149,15],[151,10,156,15],[30,2,56,14],[110,2,110,6],[111,2,111,6],[142,5,142,7]]}
[null,"DETENTION POND - DRY",null,null,null,null,null,null,"DP calcs",null,null,"TOC",null,"INTRO","Capital","O&M","Summary"]
[]
[null,null,"Design & Costs Information"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
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[]
[]
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[]
[]
[]
[]
[]
[]
[null,null,"Design Guidance  (visit wiki.sustainabletechnologies.ca for detailed guidance; see the STEP Life Cycle Costing Tool User Guide for info on how to use the tool for cost estimation) \n•  STEP used the MOECC's 2003 Stormwater Management Planning and Design Manual to develop the model design which the tool costs out \n• \n•\n•\nTool Assumptions\n• User enters site information into the yellow cells in the User Input section.  The tool includes defaults based on STEP’s LID Planning and Design Guidance, but users may change the values found in the pink cells. STEP default values are kept in a separate column as a reference. \n• \n• \n• \n• The tool calculates costs for new designs (based on model designs; see the LCCT User Guide) and includes costs of design (as part of overhead), contractor profit, material, delivery, labour, equipment (rental, operating and operator costs), hauling and disposal. Since the tool was built to estimate greenfield development costs, it does not include mobilization and demobilization. You can add mobilization costs in the \"Additional Costs\" cells.\n• Unit costs are based on 2018 pricing; the tool automatically adds inflation. See the Assumptions sheet for details.\n• The cost of retrofitting is in general 16% higher than the cost of new construction.  These added construction costs can be found in the 'costs summary' tab and are easily added to the total construction cost for increased accuracy. "]
[]
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[]
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[]
[]
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[]
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[]
[]
[]
[]
[null,null,"USERS: Please enter information into YELLOW coloured cells"]
[]
[null,null,"Site and Design Information",null,null,null,null,null,"Capital Costs ",null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,"USER INPUTS",null,null,null,null,null,"PRE-CONSTRUCTION",null,null,"Unit ","Cost","Cost adjustment"]
[null,null,"Drainage area1",null,null,100,"ha",null,"Test pits",null,{"$f":"CapitalCosts!CN102","v":5},"m3",{"$f":"CapitalCosts!CQ102*($N$63+1)*(1+N66)","v":1063.974689198292},0]
[null,null,"Impervious drainage area",null,null,0.3,"%",null,"Stakeout of utilities",null,{"$f":"CapitalCosts!CN103","v":1},"visit",{"$f":"CapitalCosts!CQ103*($N$63+1)*(1+N67)","v":581.94999999999993},0]
[null,null,"Forebay volume ",null,null,0.2,"% of pond volume",null,"Erosion and sediment controls:",null,null,null,{"$f":"CapitalCosts!CQ104*($N$63+1)*(1+N68)","v":2250.4471838450204},0]
[null,null,"Soil ",null,null,"Common earth","m",null,"2\" Submersible gas pump",null,{"$f":"CapitalCosts!CN105","v":3},"days",{"$f":"CapitalCosts!CQ105*($N$63+1)*(1+N69)","v":104.22165827999997},0]
[null,null,"Pretreatment",null,null,"Forebay","m",null,"Silt sack in catchbasin",null,{"$f":"CapitalCosts!CN106","v":1},"each",{"$f":"CapitalCosts!CQ106*($N$63+1)*(1+N70)","v":78.359849999999994},0]
[null,null,"Clay liner required",null,null,"no",null,null,"Silt fence around excavation (down slope sides)",null,{"$f":"CapitalCosts!CN107","v":274.06971843305877},"m",{"$f":"CapitalCosts!CQ107*($N$63+1)*(1+N71)","v":2067.8656755650204},0]
[null,null,"Project land value classification",null,null,"None","Unitless",null,"Value of project land",null,{"$f":"CapitalCosts!CN101","v":12011.451500289453},"m2",{"$f":"CapitalCosts!CQ101*($N$63+1)*(1+N72)","v":0},0]
[null,null,"DESIGN DEFAULTS ",null,"defaults","(values in col G can be changed)",null,null,"Add additional costs if necessary",null,null,null,0]
[null,null,"Extended detention storage requirement",null,40,40,"m3/ha",null,"EXCAVATION"]
[null,null,"Width of side buffer",null,10,10,"m",null,{"$f":"CapitalCosts!CM111","v":"Clear and grub site"},null,{"$f":"CapitalCosts!CN111","v":12011.451500289453},{"$f":"CapitalCosts!CO111","v":"m2"},{"$f":"CapitalCosts!CQ111*($N$63+1)*(1+N75)","v":25142.92847809189},0]
[null,null,"Width of end buffer",null,10,10,"m",null,{"$f":"CapitalCosts!CM112","v":"Cut an fill"},null,{"$f":"CapitalCosts!CN112","v":3440.4719999999998},{"$f":"CapitalCosts!CO112","v":"m3"},{"$f":"CapitalCosts!CQ112*($N$63+1)*(1+N76)","v":62642.623976045012},0]
[null,null,"Forebay depth",null,1.5,1.5,"m",null,{"$f":"CapitalCosts!CM113","v":"Topsoil salvage - haul to stockpile"},null,{"$f":"CapitalCosts!CN113","v":3002.8628750723633},{"$f":"CapitalCosts!CO113","v":"m3"},{"$f":"CapitalCosts!CQ113*($N$63+1)*(1+N77)","v":12731.835713769997},0]
[null,null,"Freeboard above forebay weir ",null,0.1,0.1,"m",null,{"$f":"CapitalCosts!CM114","v":"Safety Fencing"},null,{"$f":"CapitalCosts!CN114","v":548.13943686611753},{"$f":"CapitalCosts!CO114","v":"m"},{"$f":"CapitalCosts!CQ114*($N$63+1)*(1+N78)","v":11989.22120407379},0]
[null,null,"Pond Length-to-Width Ratio",null,4,4,":1",null,{"$f":"CapitalCosts!CM115","v":"Clean out drain pipe trenching, forebay or OGS"},null,{"$f":"CapitalCosts!CN115","v":141.14171440954476},{"$f":"CapitalCosts!CO115","v":"m"},{"$f":"CapitalCosts!CQ115*($N$63+1)*(1+N79)","v":6276.2259517883558},0]
[null,null,"Forebay Length-to-Width Ratio",null,4,4,":1",null,{"$f":"CapitalCosts!CM116","v":"Manhole to stormsewer trenching"},null,{"$f":"CapitalCosts!CN116","v":25},{"$f":"CapitalCosts!CO116","v":"m"},{"$f":"CapitalCosts!CQ116*($N$63+1)*(1+N80)","v":1513.0203585958},0]
[null,null,"Dry pond depth",null,2,2,"m",null,"Add additional costs if necessary",null,null,null,0]
[null,null,"Freeboard",null,0.3,0.3,"m",null,"MATERIALS & INSTALLATION"]
[null,null,"Pond inlet pipe diameter (for forebay or no pretreatment)",null,450,450,"mm",null,{"$f":"CapitalCosts!CM134","v":"Clay liner"},null,{"$f":"CapitalCosts!CN134","v":0},{"$f":"CapitalCosts!CO134","v":"m3"},{"$f":"CapitalCosts!CQ134*($N$63+1)*(1+N83)","v":0},0]
[null,null,"Pond inlet pipe length (for forebay or no pretreatment)",null,15,15,"m",null,{"$f":"CapitalCosts!CM135","v":"OGS"},null,{"$f":"CapitalCosts!CN135","v":0},{"$f":"CapitalCosts!CO135","v":"each"},{"$f":"CapitalCosts!CQ135*($N$63+1)*(1+N84)","v":0},0]
[null,null,"Outlet pipe diameter",null,450,450,"mm",null,{"$f":"CapitalCosts!CM136","v":"Inlet pipe, 450 mm"},null,{"$f":"CapitalCosts!CN136","v":15},{"$f":"CapitalCosts!CO136","v":"m"},{"$f":"CapitalCosts!CQ136*($N$63+1)*(1+N85)","v":1655.4930979330704},0]
[null,null,"Outlet orifice control diameter",null,100,100,"mm",null,{"$f":"CapitalCosts!CM137","v":"Inlet pipe anchoring block, concrete cast-in-place"},null,{"$f":"CapitalCosts!CN137","v":1},{"$f":"CapitalCosts!CO137","v":"m"},{"$f":"CapitalCosts!CQ137*($N$63+1)*(1+N86)","v":160.53266404199471},0]
[null,null,"Outlet pipe length to flow control structure (manhole)",null,5,5,"m",null,{"$f":"CapitalCosts!CM138","v":"Inlet erosion splash pad (plantable pavers)"},null,{"$f":"CapitalCosts!CN138","v":2},{"$f":"CapitalCosts!CO138","v":"m2"},{"$f":"CapitalCosts!CQ138*($N$63+1)*(1+N87)","v":292.75922432979672},0]
[null,null,"Maintenance pipe diameter",null,300,300,"mm",null,{"$f":"CapitalCosts!CM139","v":"Manhole outlet structure"},null,null,"total cost",{"$f":"CapitalCosts!CQ139*($N$63+1)*(1+N88)","v":7971.9782512999991},0]
[null,null,"Pipe from manhole to receiving water - diameter",null,450,450,"mm",null,{"$f":"CapitalCosts!CM144","v":"Outlet pipe from manhole to sewer- 450 mm"},null,{"$f":"CapitalCosts!CN144","v":25},{"$f":"CapitalCosts!CO144","v":"m"},{"$f":"CapitalCosts!CQ144*($N$63+1)*(1+N89)","v":2759.1551632217838},0]
[null,null,"Pipe from manhole to receiving water - length",null,25,25,"m",null,{"$f":"CapitalCosts!CM145","v":"Conveyance Pipe - 300 mm"},null,{"$f":"CapitalCosts!CN145","v":5},{"$f":"CapitalCosts!CO145","v":"m"},{"$f":"CapitalCosts!CQ145*($N$63+1)*(1+N90)","v":421.39824311023608},0]
[null,null,"Side slope, forebay and dry pond (Width:depth)",null,4,4,"x:1",null,{"$f":"CapitalCosts!CM146","v":"Outlet Pipe clean out gate valve, 450 mm"},null,{"$f":"CapitalCosts!CN146","v":1},{"$f":"CapitalCosts!CO146","v":"each"},{"$f":"CapitalCosts!CQ146*($N$63+1)*(1+N91)","v":24954.481559999993},0]
[null,null,"Depth of clay liner for permanent pool",null,0.3,0.3,"m",null,{"$f":"CapitalCosts!CM147","v":"Outlet pipe perforated riser. 300 mm"},null,{"$f":"CapitalCosts!CN147","v":1},{"$f":"CapitalCosts!CO147","v":"m"},{"$f":"CapitalCosts!CQ147*($N$63+1)*(1+N92)","v":108.35954822834643},0]
[null,null,"Tree and shrub planting",null,0.5,0.5,"% of area above pond",null,{"$f":"CapitalCosts!CM148","v":"Pretreatment cleanout drain, 300 mm"},null,{"$f":"CapitalCosts!CN148","v":141.14171440954476},{"$f":"CapitalCosts!CO148","v":"m"},{"$f":"CapitalCosts!CQ148*($N$63+1)*(1+N93)","v":6825.6789457626073},0]
[null,null,"TOOL RESULTS",null,null,null,null,null,{"$f":"CapitalCosts!CM149","v":"Trash grate for cleanout drain"},null,{"$f":"CapitalCosts!CN149","v":1},{"$f":"CapitalCosts!CO149","v":"each"},{"$f":"CapitalCosts!CQ149*($N$63+1)*(1+N94)","v":175.18998430843752},0]
[null,null,"Total storage volume",null,null,{"$f":"CapitalCosts!CN44","v":5734.12},"m3",null,{"$f":"CapitalCosts!CM150","v":"Cleanout pipe Gate Valves, 300 mm"},null,{"$f":"CapitalCosts!CN150","v":1},{"$f":"CapitalCosts!CO150","v":"each"},{"$f":"CapitalCosts!CQ150*($N$63+1)*(1+N95)","v":6758.5054224999985},0]
[null,null,"Forebay volume",null,null,{"$f":"CapitalCosts!CN57","v":1146.8240000000001},"m3",null,{"$f":"CapitalCosts!CM151","v":"Service road"},null,{"$f":"CapitalCosts!CN151","v":40},{"$f":"CapitalCosts!CO151","v":"m"},{"$f":"CapitalCosts!CQ151*($N$63+1)*(1+N96)","v":14421.080270823608},0]
[null,null,"Storage surface area",null,null,{"$f":"CapitalCosts!CN51","v":4001.9586880186198},"m2",null,{"$f":"CapitalCosts!CM152","v":"Perimeter fence"},null,{"$f":"CapitalCosts!CN152","v":548.13943686611753},{"$f":"CapitalCosts!CO152","v":"m"},{"$f":"CapitalCosts!CQ152*($N$63+1)*(1+N97)","v":62695.92739745009},0]
[null,null,"Forebay surface area",null,null,{"$f":"CapitalCosts!CN58","v":764.54933333333338},"m2",null,{"$f":"CapitalCosts!CM153","v":"Perimeter fence gate"},null,{"$f":"CapitalCosts!CN153","v":1},{"$f":"CapitalCosts!CO153","v":"each"},{"$f":"CapitalCosts!CQ153*($N$63+1)*(1+N98)","v":1559.6550974999996},0]
[null,null,"Detention time",null,null,{"$f":"CapitalCosts!CN53","v":102.7778058843714},"hr",null,{"$f":"CapitalCosts!CM154","v":"Site Planting"},null,null,"total cost",{"$f":"CapitalCosts!CQ154*($N$63+1)*(1+N99)","v":475597.95487839903},0]
[null,null,{"$f":"CapitalCosts!CM71","v":"Overall pond length (includes OGS area)"},null,null,{"$f":"CapitalCosts!CN71","v":199.29725123259328},{"$f":"CapitalCosts!CO71","v":"m"},null,{"$f":"CapitalCosts!CM162","v":"Signage"},null,{"$f":"CapitalCosts!CN162","v":3},{"$f":"CapitalCosts!CO162","v":"each"},{"$f":"CapitalCosts!CQ162*($N$63+1)*(1+N100)","v":3853.2655349999986},0]
[null,null,{"$f":"CapitalCosts!CM72","v":"Overall pond width"},null,null,{"$f":"CapitalCosts!CN72","v":34.772467200465485},{"$f":"CapitalCosts!CO72","v":"m"},null,{"$f":"CapitalCosts!CM163","v":"As built topographical survey"},null,{"$f":"CapitalCosts!CN163","v":12011.451500289453},{"$f":"CapitalCosts!CO163","v":"m2"},{"$f":"CapitalCosts!CQ163*($N$63+1)*(1+N101)","v":16247.596381149633},0]
[null,null,{"$f":"CapitalCosts!CM73","v":"Pond enclosure length"},null,null,{"$f":"CapitalCosts!CN73","v":219.29725123259328},{"$f":"CapitalCosts!CO73","v":"m"},null,"Add additional costs if necessary",null,null,null,0]
[null,null,{"$f":"CapitalCosts!CM74","v":"Pond enclosure width"},null,null,{"$f":"CapitalCosts!CN74","v":54.772467200465485},{"$f":"CapitalCosts!CO74","v":"m"},null,"INSPECTIONS"]
[null,null,{"$f":"CapitalCosts!CM75","v":"Pond enclosure area"},null,null,{"$f":"CapitalCosts!CN75","v":1.2011451500289454},{"$f":"CapitalCosts!CO75","v":"ha"},null,"Construction Inspections",null,{"$f":"IF(WPONDDesign!$F$66=\"\",\"\",CapitalCosts!AM196)","v":0},"visit",{"$f":"CapitalCosts!CN197*($N$63+1)*(1+N104)","v":1205.7837728571426},0]
[null,null,"Planted area",null,null,{"$f":"CapitalCosts!CN157","v":11246.902166956119},"m2",null,"Project Acceptance Inspections4",null,{"$f":"IF(WPONDDesign!$F$66=\"\",\"\",CapitalCosts!AN196)","v":0},"visit",{"$f":"CapitalCosts!CO197*($N$63+1)*(1+N105)","v":602.8918864285713},0]
[null,null,null,null,null,null,null,null,"Add additional costs if necessary",null,null,null,0]
[null,null,null,null,null,null,null,null,"TOTALS"]
[null,null,null,null,null,null,null,null,"Sub-total",null,null,null,{"$f":"SUM(M83:M102,M75:M81,M66:M73,M104:M106)","v":754710.36206359731}]
[null,null,null,null,null,null,null,null,"Overhead",null,{"$f":"Assumptions!$D$19","v":0.1},null,{"$f":"M108*K109","v":75471.036206359728}]
[null,null,null,null,null,null,null,null,"Other",null,0,null,{"$f":"K110*M108","v":0}]
[null,null,{"$f":"IF(AND(F70=\"forebay\",OR($F$84=0,$F$83=0,$F$80=0,$F$78=0,$F$77=0,F$68=0)),\"Enter complete design info for the forebay\",IF(AND(F70<>\"forebay\",SUM(F68,F77,F78,F80)>0),\"No pretreatment or OGS assumed. Delete design info for forebay\",IF(AND($F$70=\"none\",OR($F$84=0,$F$83=0)),\"Enter inlet pipe info\",\"Pretreatment specifications are OK\")))","v":"Pretreatment specifications are OK"},null,null,null,null,null,"GRAND TOTAL",null,null,null,{"$f":"SUM(M108:M110)","v":830181.39826995705}]
[null,null,{"$f":"IF(AND(F71<>\"forebay\",F71=\"yes\"),\"Clay liner only applies when a forebay is used\",IF(AND(F71<>\"forebay\",F71=\"yes\"),\"Clay liner OK\",\"No clay liner\"))","v":"No clay liner"}]
[null,null,{"$f":"IF(F66<5,\"Drainage area should not be less than 5 ha\",\"Drainage area is OK\")","v":"Drainage area is OK"}]
[]
[null,null,"Notes: \n1 Should not be less tahn 5 ha, 10 ha is preferrable.\n2 Enhanced - 80% long-term S.S. removal; normal - 70% long-term S.S. removal; basic - 60% long-term S.S. removal."]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"User Notes:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Maintenance and Life Cycle Costs"]
[null,null,"USERS: Choose your maintenance level.  Defaults will populate the table below.  Light green coloured cells can be modified."]
[]
[null,null,null,null,null,null,null,null,null,null,"Notes:\n▪  Maintenance costs are scaled based on the size of the enhanced grass swale\n▪  If rehabilitation is performed, Year 1 and 2 watering and restoration of lost vegetation maintenance will be costed again\n▪  Rehabilitation occurs on schedule, even during the last year of the evaluation period\n▪  The discount rate accounts for the time value of money and the risk of anticipated future cash flows\n▪  All Life Cycle Costing Results are Net Present Value, which takes into account average annual interest and discount rates over the evaluation time periods\n▪  Life cycle cost of Rehabilitation takes into account differences in maintenance when rehabilitation performed\n▪  Average Annual Maintenance cost does not include rehabilitation costs and therefore represents an average of routine maintenance tasks as outlined in the Maintenance table above"]
[null,null,null,null,"Select maitenance level  -->",null,"Low"]
[null,null,null,null,"Sales tax / HST (%)",null,{"$f":"Assumptions!$D$17","v":0.13}]
[]
[null,null,null,null,null,"Life Cycle Occurrence (every X years)"]
[null,null,"MAINTENANCE OPTIONS",null,null,"Occurrence","Default ","Assumed ","Unit cost"]
[null,null,{"$f":"OM_Costs!BW54","v":"Routine Inspections"},null,null,"Periodic",1,1,{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F145=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX54,OM_Costs!BY54)*(DPONDDesign!$G$141+1)))","v":1635.0427959942851}]
[null,null,{"$f":"OM_Costs!BW55","v":"Monitor and remove invasive plants"},null,null,"Periodic",1,1,{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F146=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX55,OM_Costs!BY55)*(DPONDDesign!$G$141+1)))","v":4099.8322852748461}]
[null,null,{"$f":"OM_Costs!BW56","v":"Watering - Year 1 only"},null,null,"Periodic",1,1,{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F147=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX56,OM_Costs!BY56)*(DPONDDesign!$G$141+1)))","v":5790.9751108271039}]
[null,null,{"$f":"OM_Costs!BW57","v":"Watering - Year 2 only"},null,null,"Once",1,1,{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F148=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX57,OM_Costs!BY57)*(DPONDDesign!$G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BW58","v":"Annual watering - Starts in Year 3"},null,null,"Periodic",1,1,{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F149=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX58,OM_Costs!BY58)*(DPONDDesign!$G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BW59","v":"Drought watering"},null,null,"Periodic",1,1,{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F150=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX59,OM_Costs!BY59)*(DPONDDesign!$G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BW60","v":"Remove litter and debris"},null,null,"Periodic",1,1,{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F151=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX60,OM_Costs!BY60)*(DPONDDesign!$G$141+1)))","v":5421.8190221593886}]
[null,null,{"$f":"OM_Costs!BW61","v":"Maintain trees"},null,null,"Periodic",10,10,{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F152=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX61,OM_Costs!BY61)*(DPONDDesign!$G$141+1)))","v":11141.584291396077},null,"User Notes:"]
[null,null,{"$f":"OM_Costs!BW62","v":"Mow access road shoulders"},null,null,"Periodic",1,1,{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F153=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX62,OM_Costs!BY62)*(DPONDDesign!$G$141+1)))","v":95.224140929786969}]
[null,null,{"$f":"OM_Costs!BW63","v":"Sediment removal from forebay - Starts Year 2"},null,null,"Periodic","High = 10, Low = 15",15,{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F154=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX63,OM_Costs!BY63)*(DPONDDesign!$G$141+1)))","v":388773.33599999995}]
[null,null,{"$f":"OM_Costs!BW64","v":"Sediment removal from OGS - Starts Year 2"},null,null,"Periodic",2,2,{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F155=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX64,OM_Costs!BY64)*(DPONDDesign!$G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BW65","v":"Clear cleanout drains "},null,null,"Periodic",4,4,{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F156=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX65,OM_Costs!BY65)*(DPONDDesign!$G$141+1)))","v":394.56209999999993}]
[null,null,{"$f":"OM_Costs!BW66","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F157=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX66,OM_Costs!BY66)*(DPONDDesign!$G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BW67","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F158=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX67,OM_Costs!BY67)*(DPONDDesign!$G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BW68","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F159=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX68,OM_Costs!BY68)*(DPONDDesign!$G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BW69","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F160=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX69,OM_Costs!BY69)*(DPONDDesign!$G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BW70","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F161=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX70,OM_Costs!BY70)*(DPONDDesign!$G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BW71","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F162=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX71,OM_Costs!BY71)*(DPONDDesign!$G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BW72","v":"Add additional options"},null,null,"Periodic","n/a","n/a",{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F163=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX72,OM_Costs!BY72)*(DPONDDesign!$G$141+1)))","v":0}]
[null,null,{"$f":"OM_Costs!BW73","v":"Rehabilitation"},null,null,"Periodic",25,25,{"$f":"IF(DPONDDesign!$F$66=\"\",0,IF(F164=\"Ignore\",0,IF(DPONDDesign!$G$140=\"Low\",OM_Costs!BX73,OM_Costs!BY73)*(DPONDDesign!$G$141+1)))","v":0}]
[]
[]
[]
[]
[null,null,"LIFE CYCLE COSTING INPUTS"]
[null,null,"Inflation Rate (%)",null,null,{"$f":"Assumptions!$D$14","v":0.03}]
[null,null,"Discount Rate (%)",null,null,{"$f":"Assumptions!$D$15","v":0.05}]
[null,null,"Construction Costs",null,null,{"$f":"M111","v":830181.39826995705}]
[null,null,"Life Cycle Costing Results (present value, 50 years)"]
[null,null,"Life Cycle Cost of Rehabilitation",null,null,{"$f":"LifeCycleCosts!PN72","v":0},"<- Difference of total maintenance costs with inflation and discount for rehab vs no rehab"]
[null,null,"Average Annual Maintenance Cost"]
[null,null,"50 Year evaluation period",null,null,{"$f":"LifeCycleCosts!PO69","v":35902.991239714465},"<- Includes inflation, does not include discount or rehabilitation"]
[null,null,{"$f":"Assumptions!$D$16&\" Year evaluation period\"","v":" Year evaluation period"},null,null,{"$f":"LifeCycleCosts!PO67","v":{"$error":"#DIV/0!"}},"<- Includes inflation, does not include discount or rehabilitation"]
[]
[]
[]
[]
[]
[null,null,"Cost Summary"]
[]
[]
[null,null,"Total construction costs",null,null,null,{"$f":"M111","v":830181.39826995705}]
[null,null,"Construction cost break down"]
[null,null,"Pre-construction",null,null,null,{"$f":"SUM(M66:M73)","v":6146.8190568883329}]
[null,null,"Excavation",null,null,null,{"$f":"SUM(M75:M81)","v":120295.85568236483}]
[null,null,"Materials & Installation",null,null,null,{"$f":"SUM(M83:M102)","v":626459.01166505856}]
[null,null,"Inspections",null,null,null,{"$f":"SUM(M104:M106)","v":1808.6756592857139}]
[null,null,"Project mngt, overhead & other",null,null,null,{"$f":"SUM(M109:M110)","v":75471.036206359728}]
[]
[null,null,"Life Cycle Totals"]
[null,null,"50 YEAR EVALUATION PERIOD"]
[null,null,"PV of maintenance & rehabilitation",null,null,null,{"$f":"LifeCycleCosts!PN71","v":548984.57849068032}]
[null,null,"PV of all costs",null,null,null,{"$f":"G196+G186","v":1379165.9767606375}]
[null,null,{"$f":"Assumptions!$D$16&\" YEAR EVALUATION PERIOD\"","v":" YEAR EVALUATION PERIOD"}]
[null,null,"PV of maintenance & rehabilitation",null,null,null,{"$f":"LifeCycleCosts!PN70","v":{"$error":"#VALUE!"}}]
[null,null,"PV of all costs",null,null,null,{"$f":"G199+G186","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Retrofit Cost (n/a)"]
[null,null,"Percentage of total cost"]
[null,null,"Total"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Working Notes"]

{"sheet":"CapitalCosts","index":13,"n_rows":207,"n_cols":96,"rows_kept":207,"cut":false,"hidden":false,"merged":[[4,69,4,74]]}
["TOC","CAPITAL COSTS"]
["BR"]
["EGS",null,"BIORETENTION",null,null,null,null,"BR input",null,null,null,null,"ENHANCED GRASS SWALE",null,null,null,null,null,"EGS input",null,null,null,null,"VEGETATED FILTER SWALE",null,null,"VFS inputs",null,null,null,null,"GREEN ROOF",null,null,"GR inputs",null,null,null,null,null,"INFILTRATION CHAMBER",null,null,"IC sizing","IC input",null,null,null,"INFILTRATION TRENCH",null,null,"IT inputs",null,null,null,null,"PERMEABLE PAVEMENT",null,null,"PP inputs",null,null,null,null,"RAINWATER HARVESTING",null,null,"RWH input",null,"RWH tank",null,null,null,null,null,null,null,null,"WET POND",null,null,null,"WP inputs","Pond sizing",null,null,null,null,null,null,"DRY POND",null,null,"DP inputs",null,"Pond sizing"]
["VFS"]
["GR",null,"Bioretention inputs and assumptions",null,null,null,null,null,null,null,null,null,"Enhanced grassed swale inputs and assumptions",null,null,null,null,null,null,null,null,null,null,"Vegetated filter strip inputs and assumptions",null,null,null,null,null,null,null,"Green roof inputs and assumptions",null,null,null,null,null,null,null,null,"Infiltration chamber inputs and assumptions",null,null,null,null,null,null,null,"Infiltration trench inputs and assumptions",null,null,null,null,null,null,null,"Permeable pavement inputs and assumptions",null,null,null,null,null,null,null,"Rainwater harvesting inputs and assumptions",null,null,null,null,"Concrete tank sizes found online for information purposes only",null,null,null,null,null,null,null,null,"Pond inputs and assumptions",null,null,null,null,null,null,null,null,null,null,null,"Pond inputs and assumptions"]
["IC",null,"Drainage area",{"$f":"BRDesign!G62","v":2000},"m2",null,null,null,null,null,null,null,"Drainage area",{"$f":"EGSDesign!F69","v":2000},"m2",null,null,null,null,null,null,null,null,"Drainage area",{"$f":"VFSDesign!F64","v":10000},"m2",null,null,null,null,null,"Building Height",{"$f":"GRDesign!F65","v":"1 - 5"},null,null,null,null,null,null,null,{"$f":"ICDesign!C65","v":"Roof drainage area"},{"$f":"ICDesign!F65","v":1000},{"$f":"ICDesign!G65","v":"m2"},null,null,null,null,null,{"$f":"ITDesign!C65","v":"Roof drainage area"},{"$f":"ITDesign!F65","v":0},{"$f":"ITDesign!G65","v":"m2"},null,null,null,null,null,"Drainage area",{"$f":"PICPDesign!F65","v":1000},"m2",null,null,null,null,null,"Roof drainage area",{"$f":"RWHDesign!F64","v":2000},"m2",null,null,"L","Lengh","Width","Height","total size, L","% storage",null,null,null,{"$f":"WPONDDesign!C66","v":"Drainage area1"},{"$f":"WPONDDesign!F66","v":7.5},{"$f":"WPONDDesign!G66","v":"ha"},"Ap",null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C66","v":"Drainage area1"},{"$f":"DPONDDesign!F66","v":100},{"$f":"DPONDDesign!G66","v":"ha"}]
["IT",null,"Native soil infiltration rate",{"$f":"BRDesign!G63","v":10},"mm/hr",null,null,null,null,null,null,null,"Swale shape",{"$f":"EGSDesign!F72","v":"Linear"},null,null,null,null,null,null,null,null,null,"Surface area",{"$f":"VFSDesign!F76","v":1000},"m2",null,null,null,null,null,"Roof Area",{"$f":"GRDesign!F77","v":1936},"m2",null,null,null,null,null,null,{"$f":"ICDesign!C66","v":"Road drainage area"},{"$f":"ICDesign!F66","v":1000},{"$f":"ICDesign!G66","v":"m2"},null,null,null,null,null,{"$f":"ITDesign!C66","v":"Road drainage area"},{"$f":"ITDesign!F66","v":1000},{"$f":"ITDesign!G66","v":"m2"},null,null,null,null,null,"PICP area",{"$f":"PICPDesign!F82","v":0},"m2",null,null,null,null,null,"Tank type",{"$f":"RWHDesign!F65","v":"Below-ground Concrete"},"unitless",null,null,5500,2.6,2.6,1.4,{"$f":"BS7*BT7*BU7*1000","v":9464},{"$f":"BR7/BV7","v":0.58114961961115807},null,null,null,{"$f":"WPONDDesign!C67","v":"Impervious drainage area"},{"$f":"WPONDDesign!F67","v":0.3},{"$f":"WPONDDesign!G67","v":"%"},null,null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C67","v":"Impervious drainage area"},{"$f":"DPONDDesign!F67","v":0.3},{"$f":"DPONDDesign!G67","v":"%"}]
["PP",null,"Safety Factor",{"$f":"BRDesign!G73","v":2.5},null,null,null,null,null,null,null,null,"Impervious area:swale area",{"$f":"EGSDesign!F78","v":10},":1",null,null,null,null,null,null,null,null,"Width",{"$f":"VFSDesign!F67","v":20},"m",null,null,null,null,null,"Roof Length",{"$f":"GRDesign!F66","v":44},"m ",null,null,null,null,null,null,"Drainage area",{"$f":"ICDesign!F84","v":2000},"m2",null,null,null,null,null,"Drainage area",{"$f":"ITDesign!F78","v":1000},"m2",null,null,null,null,null,"Impermeable Asphalt area",{"$f":"PICPDesign!F66","v":1000},"m2",null,null,null,null,null,"Total daily water usage (indoor & outdoor)",{"$f":"RWHDesign!F67","v":2000},"L/day",null,null,6800,2.6,2.6,1.7,{"$f":"BS8*BT8*BU8*1000","v":11492},{"$f":"BR8/BV8","v":0.59171597633136097},null,null,null,{"$f":"WPONDDesign!C68","v":"WQ Protection Level2"},{"$f":"WPONDDesign!F68","v":"normal"},{"$f":"WPONDDesign!G68","v":0},null,null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C68","v":"Forebay volume "},{"$f":"DPONDDesign!F68","v":0.2},{"$f":"DPONDDesign!G68","v":"% of pond volume"}]
["RWH",null,"Design infiltration rate",{"$f":"D7/D8","v":4},"mm/hr",null,null,null,null,null,null,null,"Surface area",{"$f":"EGSDesign!F87","v":200},"m2",null,null,null,null,null,null,null,null,"Length",{"$f":"VFSDesign!F74","v":50},"m",null,null,null,null,null,"Roof Width",{"$f":"GRDesign!F67","v":44},"m ",null,null,null,null,null,null,"Measured infiltration rate of the subgrade",{"$f":"ICDesign!F69","v":40},"mm/hr",null,null,null,null,null,"Rainfall capture target",{"$f":"ITDesign!F70","v":25},"mm",null,null,null,null,null,"Native soil infiltration rate",{"$f":"PICPDesign!F67","v":40},"mm/hr",null,null,null,null,null,"Tank Length",{"$f":"RWHDesign!F81","v":3.2},"m ",null,null,9000,2.6,2.6,2.2000000000000002,14872.000000000004,0.60516406670252809,null,null,null,{"$f":"WPONDDesign!C69","v":"Wetland area in pond"},{"$f":"WPONDDesign!F69","v":0.25},{"$f":"WPONDDesign!G69","v":"% of permanent pond area"},"pw",null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C69","v":"Soil "},{"$f":"DPONDDesign!F69","v":"Common earth"},{"$f":"DPONDDesign!G69","v":"m"}]
["WP",null,"Drainage Period",{"$f":"BRDesign!G65","v":36},"hours",null,null,null,null,null,null,null,"Bottom width",{"$f":"EGSDesign!F80","v":0.75},"m2",null,null,null,null,null,null,null,null,"Depth of swale",{"$f":"VFSDesign!F71","v":0.3},"m ",null,null,null,null,null,"Membrane",{"$f":"GRDesign!F69","v":"EPDM"},"unitless",null,null,null,null,null,null,"Safety Factor",{"$f":"ICDesign!F77","v":2.5},"unitless",null,null,null,null,null,"Measured infiltration rate of the subgrade",{"$f":"ITDesign!F69","v":15},"mm/hr",null,null,null,null,null,"Safety Factor",{"$f":"PICPDesign!F75","v":2.5},null,null,null,null,null,null,"Tank Width",{"$f":"RWHDesign!F82","v":2.2000000000000002},"m ",null,null,9500,3,2.2000000000000002,2.1,13860.000000000002,0.68542568542568538,null,null,null,{"$f":"WPONDDesign!C70","v":"Soil "},{"$f":"WPONDDesign!F70","v":"Common earth"},{"$f":"WPONDDesign!G70","v":0},null,null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C70","v":"Pretreatment"},{"$f":"DPONDDesign!F70","v":"Forebay"},{"$f":"DPONDDesign!G70","v":"m"}]
["DP",null,{"$f":"BRDesign!C66","v":"BR surface area length to width ratio"},{"$f":"BRDesign!G66","v":1},"m",null,null,null,null,null,null,null,"Side slopes",{"$f":"EGSDesign!F82","v":2.5},":1",null,null,null,null,null,null,null,null,"Top Soil depth",{"$f":"Assumptions!$D$5","v":0.25},"m",null,null,null,null,null,"Area of roof penetrations",{"$f":"GRDesign!F74","v":0.5},"m2",null,null,null,null,null,null,"Void Ratio",{"$f":"ICDesign!F76","v":40},"%",null,null,null,null,null,"Project land value",{"$f":"VLOOKUP(ITDesign!F71,Assumptions!$B$42:$D$47,3)","v":0},"m",null,null,null,null,null,"Treatment Volume: Pearson 2 yr event",{"$f":"PICPDesign!F80","v":56},"mm",null,null,null,null,null,"Tank Height",{"$f":"RWHDesign!F83","v":3},"m ",null,null,10000,3.7,2.5,1.6,14800,0.67567567567567566,null,null,null,{"$f":"WPONDDesign!C71","v":"Forebay berm structure"},{"$f":"WPONDDesign!F71","v":"Riprap"},{"$f":"WPONDDesign!G71","v":"m"},null,null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C71","v":"Clay liner required"},{"$f":"DPONDDesign!F71","v":"no"}]
[null,null,"Project land value",{"$f":"VLOOKUP(BRDesign!G67,Assumptions!$B$42:$D$47,3)","v":0},"m",null,null,null,null,null,null,null,"Project land value",{"$f":"VLOOKUP(EGSDesign!F76,Assumptions!$B$42:$D$47,3)","v":0},"m",null,null,null,null,null,null,null,null,"Project land value",{"$f":"VLOOKUP(VFSDesign!F68,Assumptions!$B$42:$D$47,3)","v":0},"m",null,null,null,null,null,"Roof drains",{"$f":"GRDesign!F78","v":5},"#",null,null,null,null,null,null,"Project land value",{"$f":"VLOOKUP(ICDesign!F74,Assumptions!$B$42:$D$47,3)","v":0},"m",null,null,null,null,null,"Safety Factor",{"$f":"ITDesign!F73","v":2.5},"unitless",null,null,null,null,null,"Time to fill stone bed",{"$f":"PICPDesign!F72","v":2},"hr",null,null,null,null,null,"Project land value",{"$f":"VLOOKUP(RWHDesign!F72,Assumptions!$B$42:$D$47,3)","v":0},null,null,null,11000,3,2.2000000000000002,2.4,{"$f":"BS12*BT12*BU12*1000","v":15840},{"$f":"BR12/BV12","v":0.69444444444444442},null,null,null,"Project land value",{"$f":"VLOOKUP(WPONDDesign!F73,Assumptions!$B$42:$D$47,3)","v":0},null,null,null,null,null,null,null,null,null,null,"Project land value",{"$f":"VLOOKUP(DPONDDesign!F72,Assumptions!$B$42:$D$47,3)","v":0}]
[null,null,"Ponding depth",{"$f":"BRDesign!G72","v":0.2},"m",null,null,null,null,null,null,null,"Length",{"$f":"EGSDesign!F89","v":42.10526315789474},"m",null,null,null,null,null,null,null,null,"Compost depth",{"$f":"Assumptions!$D$22","v":0.05},"m",null,null,null,null,null,"Area of roof drains",{"$f":"AG12*(3.14159*(0.1016/2)^2)","v":4.0536564088E-2},"m2",null,null,null,null,null,null,"Drainage Period",{"$f":"ICDesign!F67","v":48},"hours",null,null,null,null,null,"Void Ratio",{"$f":"ITDesign!F74","v":40},"%",null,null,null,null,null,"Void Ratio",{"$f":"PICPDesign!F76","v":40},null,null,null,null,null,null,null,null,null,null,null,13000,3,2.2000000000000002,2.8,{"$f":"BS13*BT13*BU13*1000","v":18480},{"$f":"BR13/BV13","v":0.70346320346320346},null,null,null,{"$f":"WPONDDesign!C99","v":"Tree and shrub planting"},{"$f":"WPONDDesign!F99","v":0.5},{"$f":"WPONDDesign!G99","v":"% of area above permanent pool"},null,null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C93","v":"Tree and shrub planting"},{"$f":"DPONDDesign!F93","v":0.5},{"$f":"DPONDDesign!G93","v":"% of area above pond"}]
[null,null,"Void Ratio",40,"%",null,null,null,null,null,null,null,"Top Soil depth",{"$f":"Assumptions!$D$5","v":0.25},"m",null,null,null,null,null,null,null,null,"TOTAL DEPTH",{"$f":"Y10+Y11+Y13","v":0.60000000000000009},"m",null,null,null,null,null,"Vegetation-free zone width",{"$f":"GRDesign!F75","v":0.5},"m",null,null,null,null,null,null,"Rainfall capture target",{"$f":"ICDesign!F73","v":40},"mm ",null,null,null,null,null,"Drainage Period",{"$f":"ITDesign!F67","v":72},"hours",null,null,null,null,null,"Drainage Period",{"$f":"PICPDesign!F69","v":60},"hours",null,null,null,null,null,null,null,null,null,null,18000,6.2,2.6,1.6,{"$f":"BS14*BT14*BU14*1000","v":25792},{"$f":"BR14/BV14","v":0.69789081885856075},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C74","v":"Extended detention storage requirement"},{"$f":"DPONDDesign!F74","v":40},{"$f":"DPONDDesign!G74","v":"m3/ha"}]
[null,null,"Water Quality Volume Requirement (WQV) 1",{"$f":"BRDesign!G70*(D6/10000)","v":9},"m3",null,null,null,null,null,null,null,"Compost depth",{"$f":"Assumptions!$D$22","v":0.05},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vegetation-free perimeter",{"$f":"2*(AG8*AG14)+2*(((AG9-(AG14*2))*AG14))","v":87},"m2",null,null,null,null,null,null,"Length of excavation",{"$f":"ICsizing!G12","v":13.6236},"m ",null,null,null,null,null,"Trench width",{"$f":"ITDesign!F75","v":1},"m",null,null,null,null,null,"Base depth",{"$f":"PICPDesign!F74","v":100},"mm",null,null,null,null,null,null,null,null,null,null,24000,6.2,2.6,2,{"$f":"BS15*BT15*BU15*1000","v":32240.000000000004},0.74441687344913143,null,null,null,{"$f":"WPONDDesign!C75","v":"Extended detention storage requirement"},{"$f":"WPONDDesign!F75","v":40},{"$f":"WPONDDesign!G75","v":"m3/ha"},"vd",null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C75","v":"Width of side buffer"},{"$f":"DPONDDesign!F75","v":10},{"$f":"DPONDDesign!G75","v":"m"}]
[null,null,"Filter Media Depth",{"$f":"BRDesign!G71","v":0.75},"m",null,null,null,null,null,null,null,"Swale depth",{"$f":"EGSDesign!F81+N14+N15","v":0.8},"m ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vegetation-free drain length",{"$f":"AG14+AG14+0.1016","v":1.1015999999999999},"m",null,null,null,null,null,null,"Width of excavation",{"$f":"ICsizing!G13","v":9.1416000000000004},"m",null,null,null,null,null,"Depth to avoid frost",{"$f":"Assumptions!D4","v":1.0999999999999999},"m",null,null,null,null,null,"Bedding depth",{"$f":"PICPDesign!F73","v":50},"mm",null,null,null,null,null,null,null,null,null,null,38000,6.2,2.6,3,{"$f":"BS16*BT16*BU16*1000","v":48360},0.78577336641852769,null,null,null,{"$f":"WPONDDesign!C76","v":"Width of side buffer"},{"$f":"WPONDDesign!F76","v":10},{"$f":"WPONDDesign!G76","v":"m"},null,null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C76","v":"Width of end buffer"},{"$f":"DPONDDesign!F76","v":10},{"$f":"DPONDDesign!G76","v":"m"}]
[null,null,"Mulch Depth",{"$f":"BRDesign!G75","v":7.4999999999999997E-2},"m",null,null,null,null,null,null,null,"Pipe to catchbasin",{"$f":"EGSDesign!F79","v":5},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vegetation-free around drains",{"$f":"AG12*(AG16*AG16)","v":6.0676127999999991},"m2",null,null,null,null,null,null,"Area of excavation",{"$f":"ICDesign!F91","v":124.54150176},"m2",null,null,null,null,null,"Asphalt base depth",{"$f":"Assumptions!$D$6","v":0.3},"m",null,null,null,null,null,"Underdrain Diameter",{"$f":"PICPDesign!F78","v":150},"mm",null,null,null,null,null,null,null,null,null,null,13700,4.3,2.2999999999999998,1.7,{"$f":"BS17*BT17*BU17*1000","v":16813},0.81484565514780227,null,null,null,{"$f":"WPONDDesign!C77","v":"Width of end buffer"},{"$f":"WPONDDesign!F77","v":10},{"$f":"WPONDDesign!G77","v":"m"},null,null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C77","v":"Forebay depth"},{"$f":"DPONDDesign!F77","v":1.5},{"$f":"DPONDDesign!G77","v":"m"}]
[null,null,"Pea Gravel",{"$f":"BRDesign!G77","v":0.1},"m",null,null,null,null,null,null,null,"Catchbasin volume",{"$f":"IF(EGSDesign!K89=1,(0.6*0.6*0.762),0)","v":0},"m3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vegetation-free around penetrations",{"$f":"AG12*(2*(1.5*AG14)+2*((2+1)*AG14))","v":22.5},"m2",null,null,null,null,null,null,"Topsoil depth",{"$f":"Assumptions!$D$5","v":0.25},"m",null,null,null,null,null,"Asphalt",{"$f":"Assumptions!$D$7","v":0.05},"m",null,null,null,null,null,"Topsoil depth",{"$f":"Assumptions!$D$5","v":0.25},"m",null,null,null,null,null,null,null,null,null,null,22700,5.5,2.5,2.1,28875,0.78614718614718615,null,null,null,{"$f":"WPONDDesign!C78","v":"Forebay volume"},{"$f":"WPONDDesign!F78","v":0.2},{"$f":"WPONDDesign!G78","v":"%"},"pf",null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C78","v":"Freeboard above forebay weir "},{"$f":"DPONDDesign!F78","v":0.1},{"$f":"DPONDDesign!G78","v":"m"}]
[null,null,"Underdrain Diameter",{"$f":"BRDesign!G81","v":0.2},"m",null,null,null,null,null,null,null,"Number of check dams",{"$f":"EGSDesign!F91","v":5},"check dam(s)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Vegetation-free zones ",{"$f":"SUM(AG15,AG17:AG18)","v":115.56761280000001},"m2",null,null,null,null,null,null,"Fill depth below asphalt",{"$f":"ICDesign!F78","v":0.39},"m",null,null,null,null,null,"Topsoil depth",{"$f":"Assumptions!D5","v":0.25},"m",null,null,null,null,null,"Height of pavers",{"$f":"PICPDesign!F77","v":80},"mm",null,null,null,null,null,null,null,null,null,null,27000,4.9000000000000004,2.2999999999999998,2.7,30429.000000000004,0.88731144631765735,null,null,null,{"$f":"WPONDDesign!C79","v":"Forebay depth"},{"$f":"WPONDDesign!F79","v":1.5},{"$f":"WPONDDesign!G79","v":"m"},"df",null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C79","v":"Pond Length-to-Width Ratio"},{"$f":"DPONDDesign!F79","v":4},{"$f":"DPONDDesign!G79","v":":1"}]
[null,null,"1 MOE SW Management Planning & Design Manual, 2003 (Table 3.2, Enhanced 80% longterm S.S. removal for 100% impervious level)",null,null,null,null,null,null,null,null,null,"Check dam height",{"$f":"EGSDesign!F86","v":0.3},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Volume of Vegetation-free zone",{"$f":"AG19*0.0762","v":8.8062520953600014},"m3",null,null,null,null,null,null,"Asphalt base depth",{"$f":"Assumptions!$D$6","v":0.3},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,"Total length of permeable area",{"$f":"PICPDesign!F70","v":30},"m",null,null,null,null,null,null,null,null,null,null,36000,6.2,2.2999999999999998,3,42780,0.84151472650771386,null,null,null,{"$f":"WPONDDesign!C80","v":"Clearance above forebay berm to permanent pool "},{"$f":"WPONDDesign!F80","v":0.2},{"$f":"WPONDDesign!G80","v":"m"},"dfb",null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C80","v":"Forebay Length-to-Width Ratio"},{"$f":"DPONDDesign!F80","v":4},{"$f":"DPONDDesign!G80","v":":1"}]
[null,null,null,null,null,null,null,null,null,null,null,null,"Driveway",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Planted Area",{"$f":"AG7-AG19-AG11-AG13","v":1819.8918506359121},"m2",null,null,null,null,null,null,"Asphalt depth",{"$f":"Assumptions!$D$7","v":0.05},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,40000,5.8,3,3,52199.999999999993,0.7662835249042147,null,null,null,{"$f":"WPONDDesign!C81","v":"Forebay berm top width"},{"$f":"WPONDDesign!F81","v":0.3},{"$f":"WPONDDesign!G81","v":"m"},"wfb",null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C81","v":"Dry pond depth"},{"$f":"DPONDDesign!F81","v":2},{"$f":"DPONDDesign!G81","v":"m"}]
[null,null,null,null,null,null,null,null,null,null,null,null,"Is there a driveway?",{"$f":"EGSDesign!F71","v":"Yes"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Edging total length",{"$f":"2*(AG8-(AG14*2))+2*(AG9-(AG14*2))+AG12*((2*3)+(2*2.5))+AG12*(4*AG16)","v":249.03199999999998},"m",null,null,null,null,null,null,"Bedding depth below&above chambers, 50 mm stone",{"$f":"ICDesign!F79","v":0.15240000000000001},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,50000,7.6,3,3,68399.999999999985,0.73099415204678375,null,null,null,{"$f":"WPONDDesign!C82","v":"Pond Length-to-Width Ratio"},{"$f":"WPONDDesign!F82","v":4},{"$f":"WPONDDesign!G82","v":":1"},"rp",null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C82","v":"Freeboard"},{"$f":"DPONDDesign!F82","v":0.3},{"$f":"DPONDDesign!G82","v":"m"}]
[null,null,null,null,null,null,null,null,null,null,null,null,"Driveway width",{"$f":"EGSDesign!F84","v":8.4},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Edging Straight Length",{"$f":"AG22-AG24","v":234.40159999999997},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"WPONDDesign!C83","v":"Forebay Length-to-Width Ratio"},{"$f":"WPONDDesign!F83","v":4},{"$f":"WPONDDesign!G83","v":":1"},"rf",null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C83","v":"Pond inlet pipe diameter (for forebay or no pretreatment)"},{"$f":"DPONDDesign!F83","v":450},{"$f":"DPONDDesign!G83","v":"mm"}]
[null,null,null,null,null,null,null,null,null,null,null,null,"Extra depth for driveway",{"$f":"IF(EGSDesign!F69=\"\",\"\",IF(EGSDesign!F71=\"NO\",0,IF(EGSDesign!F71=\"Yes\",0.1,0)))","v":0.1},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Edging corners",{"$f":"GRDesign!K74*0.3048*2","v":14.630400000000002},"unit ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"WPONDDesign!C84","v":"Wet pond permanent pool depth"},{"$f":"WPONDDesign!F84","v":1.5},{"$f":"WPONDDesign!G84","v":"m"},"dp",null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C84","v":"Pond inlet pipe length (for forebay or no pretreatment)"},{"$f":"DPONDDesign!F84","v":15},{"$f":"DPONDDesign!G84","v":"m"}]
[null,null,null,null,null,null,null,null,null,null,null,null,"Driveway culvert diameter",{"$f":"EGSDesign!F83","v":0.3},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Flashing around parapet",{"$f":"2*(AG8-(AG14*2))+2*(AG9-(AG14*2))","v":172},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"WPONDDesign!C85","v":"Wetland depth"},{"$f":"WPONDDesign!F85","v":0.2},{"$f":"WPONDDesign!G85","v":"m"},"dw",null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C85","v":"Outlet pipe diameter"},{"$f":"DPONDDesign!F85","v":450},{"$f":"DPONDDesign!G85","v":"mm"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"WPONDDesign!C86","v":"Active storage depth"},{"$f":"WPONDDesign!F86","v":1.5},{"$f":"WPONDDesign!G86","v":"m"},"das",null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C86","v":"Outlet orifice control diameter"},{"$f":"DPONDDesign!F86","v":100},{"$f":"DPONDDesign!G86","v":"mm"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"WPONDDesign!C87","v":"Freeboard"},{"$f":"WPONDDesign!F87","v":0.3},{"$f":"WPONDDesign!G87","v":"m"},null,null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C87","v":"Outlet pipe length to flow control structure (manhole)"},{"$f":"DPONDDesign!F87","v":5},{"$f":"DPONDDesign!G87","v":"m"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"WPONDDesign!C88","v":"Inlet pipe diameter"},{"$f":"WPONDDesign!F88","v":450},{"$f":"WPONDDesign!G88","v":"mm"},null,null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C88","v":"Maintenance pipe diameter"},{"$f":"DPONDDesign!F88","v":300},{"$f":"DPONDDesign!G88","v":"mm"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"WPONDDesign!C89","v":"Inlet pipe length"},{"$f":"WPONDDesign!F89","v":15},{"$f":"WPONDDesign!G89","v":"m"},null,null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C89","v":"Pipe from manhole to receiving water - diameter"},{"$f":"DPONDDesign!F89","v":450},{"$f":"DPONDDesign!G89","v":"mm"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"WPONDDesign!C90","v":"Conveyance pipe diameter"},{"$f":"WPONDDesign!F90","v":200},{"$f":"WPONDDesign!G90","v":"mm"},null,null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C90","v":"Pipe from manhole to receiving water - length"},{"$f":"DPONDDesign!F90","v":25},{"$f":"DPONDDesign!G90","v":"m"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"WPONDDesign!C91","v":"Conveyance orifice control diameter"},{"$f":"WPONDDesign!F91","v":100},{"$f":"WPONDDesign!G91","v":"mm"},null,null,null,null,null,null,null,null,null,{"$f":"DPONDDesign!C91","v":"Side slope, forebay and dry pond (Width:depth)"},{"$f":"DPONDDesign!F91","v":4},{"$f":"DPONDDesign!G91","v":"x:1"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"WPONDDesign!C92","v":"Conveyance pipe length to flow control structure (manhole)"},{"$f":"WPONDDesign!F92","v":5},{"$f":"WPONDDesign!G92","v":"m"},null,null,null,null,null,null,null,null,null,"Top soil depth",{"$f":"Assumptions!D5","v":0.25},"m"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"WPONDDesign!C93","v":"Maintenance pipe diameter"},{"$f":"WPONDDesign!F93","v":300},{"$f":"WPONDDesign!G93","v":"mm"},null,null,null,null,null,null,null,null,null,"Depth of clay liner for permanent pool",{"$f":"DPONDDesign!F92","v":0.3},"m"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"WPONDDesign!C94","v":"Outlet pipe from manhole to receiving water - diameter"},{"$f":"WPONDDesign!F94","v":450},{"$f":"WPONDDesign!G94","v":"mm"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"WPONDDesign!C95","v":"Outlet pipe from manhole to receiving water - length"},{"$f":"WPONDDesign!F95","v":25},{"$f":"WPONDDesign!G95","v":"m"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"WPONDDesign!C96","v":"Side slope, buffer (Width:depth)"},{"$f":"WPONDDesign!F96","v":6},{"$f":"WPONDDesign!G96","v":"x:1"},"Sb"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"WPONDDesign!C97","v":"Side slope, forebay, berm and permanent pool (Width:depth)"},{"$f":"WPONDDesign!F97","v":3},{"$f":"WPONDDesign!G97","v":"x:1"},"Sp"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top soil depth",{"$f":"Assumptions!D5","v":0.25},"m"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Depth of clay liner for permanent pool",{"$f":"WPONDDesign!F98","v":0.3},"m"]
[]
[null,null,"Full Infiltration calculations",null,null,null,null,null,null,null,null,null,"Calculations",null,null,null,"Check dam calculations",null,null,null,null,null,null,"Calculations",null,null,null,null,null,null,null,"Flashing around penetrations",{"$f":"AG12*(2+2+1.5+1.5)","v":35},"m",null,null,null,null,null,null,"Calculations",null,null,null,null,null,null,null,"Calculations",null,null,null,null,null,null,null,"Calculations",null,null,null,null,null,null,null,"Calculations",null,null,null,null,null,null,null,null,null,null,null,null,null,"Calculations",null,null,null,null,null,null,null,null,null,null,null,"Calculations"]
[null,null,"Maximum depth",{"$f":"D9*((D10/1000)-(D13/(D9)))/(D14/100)","v":-0.14000000000000004},"m",null,null,null,null,null,null,null,"Total length of swale",{"$f":"IF(N22=\"Yes\",N13+N23,N13)","v":50.505263157894738},"m",null,"Curb",null,null,null,null,null,null,"Volume  of excavation",{"$f":"Y9*Y8*Y10","v":300},"m3",null,null,null,null,null,"Flashing around drains",{"$f":"AG12*(3.14159*0.1016)","v":1.5959277199999999},"m",null,null,null,null,null,null,"Storage Capacity Required",{"$f":"IF(ICDesign!F71=\"rainfall capture\",AP14/1000*AP8,\"n/a\")","v":80},"m3",null,null,null,null,null,"Required water storage volume",{"$f":"AX8*AX9/1000","v":25},"m3",null,null,null,null,null,"Design infiltration rate",{"$f":"BF9/BF10","v":16},"mm/hr",null,null,null,null,null,"Pretreatment tank excavation calculations",null,null,null,null,null,null,null,null,null,null,null,null,null,"STORAGE REQUIREMENTS",null,null,null,null,null,null,null,null,null,null,null,"STORAGE REQUIREMENTS"]
[null,null,"Actual depth of cell",{"$f":"IF(AND(D42<1.275,D42>1),D42,1)","v":1},"m",null,null,null,null,null,null,null,"Width of sloped swale side",{"$f":"N16*N11","v":2},"m",null,"Height",{"$f":"N20","v":0.3},"m",null,null,null,null,"Volume of top soil",{"$f":"Y8*Y9*Y11","v":250},"m3",null,null,null,null,null,"Flashing total",{"$f":"SUM(AG25:AG42)","v":208.59592771999999},"m",null,null,null,null,null,null,"Storage Capacity Provided",{"$f":"ICsizing!G8","v":83.136516565724889},"m3",null,null,null,null,null,"Max. depth of water in trench based on drainage period",{"$f":"(AX14*(AX10/AX12/1000))","v":0.432},"m ",null,null,null,null,null,"Ratio of contributing to permeable area",{"$f":"BF8/BF7","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,"tank",{"$f":"2.1*1.7*1.5","v":5.3549999999999995},"m3",null,null,null,null,null,null,null,null,null,null,null,"Water quality storage requirement",{"$f":"CB6*IF(WPONDDesign!F68=\"enhanced\",\nIF(WPONDDesign!F69=0,(WetPondSize!$C$48+WetPondSize!$F$48*WPONDDesign!$F$67+WetPondSize!$I$48*(WPONDDesign!$F$67^2)),\nIF(WPONDDesign!F69=1,(WetPondSize!$C$46+WetPondSize!F$46*WPONDDesign!$F$67+WetPondSize!$I$46*(WPONDDesign!$F$67^2)),\n(WetPondSize!$C$47+WetPondSize!F$47*WPONDDesign!$F$67+WetPondSize!$I$47*(WPONDDesign!$F$67^2)))),IF(WPONDDesign!F68=\"normal\",IF(WPONDDesign!F69=0,(WetPondSize!$D$48+WetPondSize!$G$48*WPONDDesign!$F$67+WetPondSize!$J$48*(WPONDDesign!$F$67^2)),IF(WPONDDesign!F69=1,(WetPondSize!$D$46+WetPondSize!G$46*WPONDDesign!$F$67+WetPondSize!$J$46*(WPONDDesign!$F$67^2)),(WetPondSize!$D$47+WetPondSize!G$47*WPONDDesign!$F$67+WetPondSize!$J$47*(WPONDDesign!$F$67^2)))),IF(WPONDDesign!F69=0,(WetPondSize!$E$48+WetPondSize!$H$48*WPONDDesign!$F$67+WetPondSize!$K$48*(WPONDDesign!$F$67^2)),IF(WPONDDesign!F69=1,(WetPondSize!$E$46+WetPondSize!H$46*WPONDDesign!$F$67+WetPondSize!$K$46*(WPONDDesign!$F$67^2)),(WetPondSize!$E$47+WetPondSize!H$47*WPONDDesign!$F$67+WetPondSize!$K$47*(WPONDDesign!$F$67^2))))))","v":536.10825},"m3","V",null,null,null,null,null,null,null,null,"Water quality storage requirement",{"$f":"WetPondSize!C54","v":57.341200000000001},"m3/ha"]
[null,null,"Total cell depth",{"$f":"(D43+D17)","v":1.075},"m",null,null,null,null,null,null,null,"Top width of swale",{"$f":"N10+(2*N43)","v":4.75},"m",null,"Bottom",{"$f":"N10","v":0.75},"m",null,null,null,null,"Pipe to catchbasin length",{"$f":"VFSDesign!F72","v":5},"m",null,null,null,null,null,"Flashing area",{"$f":"AG43*0.33","v":68.836656147599996},"m",null,null,null,null,null,null,"Number of Chambers",{"$f":"ICDesign!F87","v":36},"chambers",null,null,null,null,null,"Cross sectional area of 300 mm perforated pipe",{"$f":"3.14*(0.3/2)^2","v":7.0650000000000004E-2},"m2",null,null,null,null,null,"Clear stone bed depth",{"$f":"MAX(PICPDesign!F79,(BF11*(1+BF43)-BF42*BF12)/(BF13/100))","v":{"$error":"#DIV/0!"}},"mm",null,null,null,null,null,"tank + 18\" around tank",{"$f":"2.56*1.96*(1.7+0.5+0.4572)","v":13.33276672},"m3",null,null,null,null,null,null,null,null,null,null,null,"Extended detention storage requirement",{"$f":"CB15*CB6","v":300},"m3","Ve","Ap*vd",null,null,null,null,null,null,null,"Total storage volume (max. of detention or WQ storage)",{"$f":"MAX(CN43,CN14)*CN6","v":5734.12},"m3"]
[null,null,"Check ponding is < 24 hours",{"$f":"D13/(D9/1000)","v":50},"hours",null,null,null,null,null,null,null,"Volume of driveway culvert",{"$f":"3.14*(N25/2)^2*N23","v":0.5934600000000001},"m3",null,"Side Length",{"$f":"R43*2.5","v":0.75},"m",null,null,null,null,null,null,null,null,null,null,null,null,"Irrigation System",{"$f":"GRDesign!F70","v":"No"},"unitless",null,null,null,null,null,null,"Number of Rows",{"$f":"AP44/AP46","v":6},"rows",null,null,null,null,null,"Cross-sectional area of trench",{"$f":"(AX43*AX15)","v":0.432},"m2",null,null,null,null,null,"Max reservoir depth",{"$f":"(BF42*BF14)/(BF13/100)","v":2400},"mm",null,null,null,null,null,"Height of triange",{"$f":"1.7+0.5+0.4572-1.2","v":1.4572000000000001},"m ",null,null,null,null,null,null,null,null,null,null,null,"Forebay volume",{"$f":"(CapitalCosts!CB43-CB44)*CB18","v":47.221650000000004},"m3","Vf","V*pf",null,null,null,null,null,null,null,"STORAGE CALCS"]
[null,null,"Required surface Area for WQV",{"$f":"D15/((D44*(D14/100))+D13)","v":14.285714285714286},"m2",null,null,null,null,null,null,null,"Driveway Backfill volume",null,null,null,"Total Length",{"$f":"R44+R45*2","v":2.25},"m",null,null,null,null,null,null,null,null,null,null,null,null,"Growth Medium",{"$f":"GRDesign!F71","v":6},"inches",null,null,null,null,null,null,"Number of Columns",{"$f":"ICsizing!G6","v":6},"columns",null,null,null,null,null,"Depth of trench",{"$f":"AX45/AX15","v":0.432},"m",null,null,null,null,null,"Check storage depth",{"$f":"IF(SUM(BF15:BF16,BF44)<BF45,\"OKAY\",\"TOO DEEP\")","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,"Area of triange",{"$f":"1/2*BN45*BN45","v":1.0617159200000001},"m2",null,null,null,null,null,null,null,null,null,null,null,"PERMANENT POOL CALCS",null,null,null,null,null,null,null,null,null,null,null,"Average surface area of pond",{"$f":"CN44/CN21","v":2867.06},"m2"]
[null,null,"Design Area based on maximum DA/SA",{"$f":"IF(D46>D6/BRDesign!G69<D6/5,D46,(D6/BRDesign!G69))","v":100},"m2",null,null,null,null,null,null,null,"Middle",{"$f":"((N25+0.15+0.15)*N10*(N23-0.3))-N45","v":3.0515399999999993},"m3",null,"Sock",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Plants",{"$f":"GRDesign!F72","v":"mats"},"unitless",null,null,null,null,null,null,"Area of chambers",{"$f":"AP15*AP16","v":124.54150176},"m2 of IC",null,null,null,null,null,"Water Storage per m length",{"$f":"(AX45-AX44)*(AX13/100)*1+AX44*1","v":0.21518999999999999},"m3",null,null,null,null,null,"Volume of cell",{"$f":"BF20*BF48*BF49","v":{"$error":"#DIV/0!"}},"m3",null,null,null,null,null,"vol of slope",{"$f":"(2*1.96*BN46)+(2*2.56*BN46)+(4*(1/3*BN46*BN45))","v":11.660755168298667},"m3",null,null,null,null,null,null,null,null,null,null,null,"Required volume of permanent pool",{"$f":"CB43-CB44-CB45","v":188.88659999999999},"m3","Vp ","(V – Ve – Vf)",null,null,null,null,null,null,null,"Width of shoreline fringe",{"$f":"CN31*CN21","v":8},"m"]
[null,null,"Length of bioretention",{"$f":"IF(BRDesign!$G$64=\"Full Infiltration\",SQRT(BRDesign!G66*CapitalCosts!D47),IF(BRDesign!$G$64=\"Partial Infiltration\",SQRT(BRDesign!G66*CapitalCosts!D60),IF(BRDesign!$G$64=\"No Infiltration\",SQRT(BRDesign!G66*CapitalCosts!D71),0)))","v":10},"m",null,null,null,null,null,null,null,"Sides",{"$f":"(N51*(N23-0.3))*2","v":12.96},"m3",null,"Height",{"$f":"N20","v":0.3},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Depth of excavation",{"$f":"AP20+AP21+AP19+ICsizing!G7","v":1.8068},"m",null,null,null,null,null,"Length of trench",{"$f":"AX42/AX47","v":116.17640224917515},"m",null,null,null,null,null,"Width of permeable area",{"$f":"PICPDesign!F84","v":0},"m",null,null,null,null,null,"Bedding area",{"$f":"2.56*1.96*0.1524","v":0.76468224000000007},"m3",null,null,null,null,null,null,null,null,null,null,null,"Average depth",{"$f":"CB24*(1-CB9)+CB9*CB25","v":1.175},"m","dpa","dp*(1-pw)+dw*pw",null,null,null,null,null,null,null,"Average width of pond ",{"$f":"(CN46/CN19)^0.5","v":26.772467200465481},"m"]
[null,null,"Width of bioretention",{"$f":"IF(BRDesign!$G$64=\"Full Infiltration\",1/BRDesign!G66*BRDesign!G83,IF(BRDesign!$G$64=\"Partial Infiltration\",1/BRDesign!G66*CapitalCosts!D61,IF(BRDesign!$G$64=\"No Infiltration\",1/BRDesign!G66*CapitalCosts!D72,0)))","v":10},"m",null,null,null,null,null,null,null,"TOTAL",{"$f":"SUM(N47:N48)","v":16.01154},"m3",null,"Bottom",{"$f":"N10","v":0.75},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Side slope for excavation (1:1)",null,null,null,null,null,null,null,"Surface Area ",{"$f":"AX15*AX48","v":116.17640224917515},"m2",null,null,null,null,null,"Total depth",{"$f":"SUM(BF44,BF19,BF16,BF15)/1000","v":{"$error":"#DIV/0!"}},"m ",null,null,null,null,null,"Total",{"$f":"BN44+BN47+BN48","v":25.758204128298665},"m3",null,null,null,null,null,null,null,null,null,null,null,"Average area of permanent pool ",{"$f":"CB47/CB48","v":160.75455319148935},"m2","Aa","Vp / dpa",null,null,null,null,null,null,null,"Pond top width",{"$f":"CN48+CN47","v":34.772467200465485},"m"]
[null,null,"Volume of cell",{"$f":"D78*D79*D44","v":107.5},"m3",null,null,null,null,null,null,null,"Side Slopes",null,null,null,"Sides",{"$f":"R48*2","v":0.6},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"height",{"$f":"AP48","v":1.8068},"m",null,null,null,null,null,"Rainfal Captured",{"$f":"AX42*1000/AX8","v":25},"mm",null,null,null,null,null,"Water storage volume ",{"$f":"(BF48*BF20*(BF15+BF16+BF44)/1000)*(BF13/100)+(PI()*(BF17/2000)*PICPDesign!K82*((100-BF13)/100))","v":{"$error":"#DIV/0!"}},"m3",null,null,null,null,null,"Below ground tank excavation calculations",null,null,null,null,null,null,null,null,null,null,null,null,null,"Volume of permanent pool - deep pool",{"$f":"CB49*(1-CB9)*CB24","v":180.84887234042554},"m3","Vdp ","(1-pw)*Aa*dp","check - should be 0.0",null,null,null,null,null,null,"Pond top length",{"$f":"CN47+CN48*CN19","v":115.08986880186193},"m"]
[null,null,"Volume to excavate",{"$f":"D78*D79*(D44+D13-0.1524)","v":112.25999999999998},"m3",null,null,null,null,null,null,null,"Side slope X section area",{"$f":"0.5*N43*N16","v":0.8},"m2",null,"Total length",{"$f":"R50+R49","v":1.35},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"area of triangle",{"$f":"0.5*AP50*AP50","v":1.63226312},"m2",null,null,null,null,null,"Total depth",{"$f":"AX16+AX46","v":1.5319999999999998},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,"Tank size",{"$f":"BN9*BN10*BN11","v":21.120000000000005},"m3",null,null,null,null,null,null,null,null,null,null,null,"Volume of permanent pool - wetland portion",{"$f":"CB49*CB9*CB25","v":8.0377276595744682},"m3","Vw ","pw*Aa*dw",{"$f":"CB51+CB50-CB47","v":0},null,null,null,null,null,null,"Pond surface area ",{"$f":"CN50*CN49","v":4001.9586880186198},"m2"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Side slope surface area width",{"$f":"SQRT(N16^2+N43^2)","v":2.1540659228538019},"m",null,"Rock",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"vol of triangle",{"$f":"(2*AP15*AP51)+(2*AP16*AP50)+(4*1/3*AP51*AP50)","v":81.440916116885333},"m3",null,null,null,null,null,"Fill depth",{"$f":"AX51-AX46-AX17-AX18","v":0.74999999999999978},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,"tank + 18\" around tank",{"$f":"(BN9+0.4572)*(BN10+0.4572)*(BN11+0.75+0.4572)","v":40.885198693248},"m3",null,null,null,null,null,null,null,null,null,null,null,"Width of deep pool side slopes",{"$f":"CB37*CB24","v":4.5},"m","wsd","Sp * dp",null,null,null,null,null,null,null,"Width of pond bottom ",{"$f":"CN49-2*CN47","v":18.772467200465485}]
[null,null,"Partial Infiltration calculations",null,null,null,"Partial - Volume to excavate (no topsoil)",null,null,null,null,null,"Excavation Volumes",null,null,null,"Main section","Height",{"$f":"N20","v":0.3},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Volume of excavation",{"$f":"AP17*(AP48-AP18)+AP52","v":275.32712605685333},"m3",null,null,null,null,null,"Peak flow rate",{"$f":"(0.9*(43*0.9+5.9)*AX7/10000)/360","v":1.115E-2},"m3/sec",null,null,null,null,null,null,null,null,null,null,null,null,null,"Height of triange",{"$f":"BN11+0.75+0.4572-1.2","v":3.0072000000000001},"m ",null,null,null,null,null,null,null,null,null,null,null,"Width of wetland side slopes",{"$f":"CB37*CB25","v":0.60000000000000009},"m","wsw","Sp * dw",null,null,null,null,null,null,null,"Detention Time",{"$f":"((2*CN46)/(0.63*PI()*((CN26/2/1000)^2)*((2*9.81)^0.5)))*(CN21^0.5-0^0.5)/(60*60)","v":102.7778058843714},"hr"]
[null,null,"Maximum Stone Depth below invert",{"$f":"(D9*D10/1000)/(D14/100)","v":0.35999999999999993},"m",null,"Vol of BR",null,{"$f":"D78*D79*(D58+D13-0.1524)","v":153.25999999999996},null,null,null,"Center of swale",{"$f":"IF(N7=\"Linear\",N10*N16*N42,(N10*N16*N42)-(N10*N10))","v":30.303157894736849},"m3",null,null,"Bottom",{"$f":"N10","v":0.75},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Drainage time",{"$f":"AP43/AP17/(AP9/AP10/1000)","v":41.721291392253448},"hours",null,null,null,null,null,null,{"$f":"AX53*60*264.17","v":176.72973000000002},"gpm",null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of triange",{"$f":"1/2*BN53*BN53","v":4.52162592},"m2",null,null,null,null,null,null,null,null,null,null,null,"Width of side slopes - average",{"$f":"CB9*CB53+(1-CB9)*CB52","v":3.5249999999999999},"m","wsa","(1-pw )*WSd + pw*WSa",null,null,null,null,null,null,null,"Shoreline fringe soil surface width",{"$f":"(CN21^2+CN47^2)^0.5","v":8.2462112512353212},"m"]
[null,null,"Check stone depth",{"$f":"IF(D54>0.1,D54,0.1)","v":0.35999999999999993},"m",null,null,null,null,null,null,null,"Long side slope volume",{"$f":"IF(N7=\"Linear\",N51*N42*2,(N42*N51)+(N51*(N42-(N10*2+N43*3))))","v":80.808421052631587},"m3",null,null,"Length",0.6,"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Actual rainfall captured",{"$f":"AP43/AP8*1000","v":41.568258282862445},"mm ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"vol of slope",{"$f":"(2*(BN9+0.4572)*BN54)+(2*(BN10+0.4572)*BN54)+(4*(1/3*BN54*BN53))","v":75.23262070732801},"m3",null,null,null,null,null,null,null,null,null,null,null,"Average width of bottom ",{"$f":"(CB49/CB22)^0.5","v":6.3394509460892854},"m","Wb","(Aa/rp)^0.5",null,null,null,null,null,null,null,"Shoreline fringe soil surface area",{"$f":"CN54*2*(CN52*(1+CN19))+4*CN54^2","v":1820.0173024192452},"m2"]
[null,null,"Total stone depth",{"$f":"D55+D19","v":0.55999999999999994},"m",null,"Slope (1:1 above 1.2m)",null,null,null,null,null,"short side slope volume",{"$f":"N51*N10*2","v":1.2000000000000002},"m3",null,null,"Vol",{"$f":"S53*S54*S55","v":0.13499999999999998},"m3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Chamber storage 50 mm fill depth",{"$f":"ICDesign!F80+2*CapitalCosts!AP22","v":1.0668},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bedding area",{"$f":"BN9*BN10*0.1524","v":1.0728960000000003},"m3",null,null,null,null,null,null,null,null,null,null,null,"Width of permanent pool surface",{"$f":"CB55+CB54","v":9.8644509460892849},"m","Wp","Wb+wsa",null,null,null,null,null,null,null,"FOREBAY CALCS"]
[null,null,"Check total stone depth",{"$f":"IF(D56>0.3,D56,0.3)","v":0.55999999999999994},"m",null,"Height",null,{"$f":"(D58+D13-0.1524)-1.2","v":0.33259999999999978},null,null,null,"corners",{"$f":"IF(N7=\"Linear\",4*1/3*N51*N43,6*1/3*N51*N43)","v":2.1333333333333333},"m3",null,"Sides","Height",{"$f":"N20","v":0.3},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Peak flow rate",{"$f":"(0.9*(43*0.9+5.9)*AP7/10000)/360","v":1.115E-2},"m3/sec",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total",{"$f":"BN52+BN55+BN56","v":117.19071540057601},"m3",null,null,null,null,null,null,null,null,null,null,null,"Length of permanent pool surface",{"$f":"(CB55*CB22+CB54)","v":28.88280378435714},"m","Lp","Wb*rp+wsa",null,null,null,null,null,null,null,"Volume of forebay",{"$f":"IF(CN10=\"forebay\",CN44*CN8,0)","v":1146.8240000000001},"m3"]
[null,null,"Total cell depth",{"$f":"(D18+D57+D17+D16)","v":1.4849999999999999},"m ",null,"Area of triange",null,{"$f":"1/2*I57*I57","v":5.5311379999999931E-2},null,null,null,"Side slope volume",{"$f":"SUM(N55:N57)","v":84.14175438596493},"m3",null,null,"Width",{"$f":"N10","v":0.75},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AP57*60*264.17","v":176.72973000000002},"gpm",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Permanent pool surface area",{"$f":"CB57*CB56","v":284.91300111631296},"m2",null,null,null,null,null,null,null,null,null,"Forebay area",{"$f":"IF(CN10=\"forebay\",CN57/CN17,0)","v":764.54933333333338},"m2"]
[null,null,"Required surface Area for WQV",{"$f":"D15/((D58*(D14/100))+D13)","v":11.335012594458437},"m2",null,"vol of slope",null,{"$f":"(2*D78*I58)+(2*D79*I58)+(4*(1/3*I58*I57))","v":2.2369839533173308},null,null,null,"Extra depth under driveway",{"$f":"N10*N23*N24","v":0.63000000000000012},"m3",null,null,"Length",{"$f":"0.6","v":0.6},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bottom width of wetland ",{"$f":"IF(CB9>0,CB56-CB53,na)","v":9.2644509460892852},"m",null,null,null,null,null,null,null,null,null,"Average width at weir ",{"$f":"IF(CN10=\"forebay\",(2*CN58/CN20)^0.5,0)","v":19.551845607682839},"m"]
[null,null,"Design Area based on maximum DA/SA",{"$f":"IF(D59>D6/BRDesign!G69<D6/5,D59,(D6/BRDesign!G69))","v":100},"m2",null,null,"Total",{"$f":"I54+I59","v":155.49698395331728},null,null,null,"Top Soil volume ",{"$f":"N9*N14","v":50},"m3",null,null,"Sides",{"$f":"((S57*S58)/2)*S59","v":6.7499999999999991E-2},"m3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bottom width of deep pool ",{"$f":"IF(CB9<1,MAX(0,CB56-CB52),na)","v":5.3644509460892849},"m",null,null,null,null,null,null,null,null,null,"Average length",{"$f":"IF(CN10=\"forebay\",CN59*CN20,0)","v":78.207382430731357},"m"]
[null,null,"Length",{"$f":"CapitalCosts!D48","v":10},"m",null,null,null,null,null,null,null,"Compost volume ",{"$f":"N60/((N14+N15)/N15)","v":8.3333333333333339},"m3",null,null,"Volume",{"$f":"S60*2","v":0.13499999999999998},"m3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Surface length of wetland",{"$f":"CB57*CB9","v":7.220700946089285},"m",null,null,null,null,null,null,null,null,null,"Width of forebay side slopes",{"$f":"IF(CN10=\"forebay\",CN31*CN17,0)","v":6},"m"]
[null,null,"Width",{"$f":"CapitalCosts!D49","v":10},"m",null,null,null,null,null,null,null,"Land Area",{"$f":"N42*N44","v":239.9},"m3",null,"Front/Back Slopes","Height",{"$f":"N20","v":0.3},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Surface length of deep pool",{"$f":"CB57-CB61","v":21.662102838267856},"m",null,null,null,null,null,null,null,null,null,"Forebay surface width at berm",{"$f":"IF(CN10=\"forebay\",CN59+CN61,0)","v":25.551845607682839},"m"]
[null,null,"Volume of cell",{"$f":"D78*D79*D58","v":148.5},"m3",null,null,null,null,null,null,null,"Surface areas for sod",null,null,null,null,"Width",{"$f":"N10","v":0.75},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Permanent pool submerged area to be planted",{"$f":"CB53*(CB56+2*CB62)+2*CB53^2+CB58*CB9","v":103.86144425265324},"m2",null,null,null,null,null,null,null,null,null,"Forebay surface length",{"$f":"IF(CN10=\"forebay\",CN60+CN61,0)","v":84.207382430731357},"m"]
[null,null,"Volume to excavate",{"$f":"I60","v":155.49698395331728},"m3",null,null,null,null,null,null,null,"Bottom",{"$f":"IF(N7=\"Linear\",N13*N10,N13*N10-N10*N10)","v":31.578947368421055},"m2",null,null,"Length",{"$f":"S62*2","v":0.6},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Permanent pool side slope width",{"$f":"((CB48^2)+(CB37*CB48)^2)^0.5","v":3.7156762506978458},"m","Xp","[(dp2+ (Sb*dp)2]0.5",null,null,null,null,null,null,null,"Bottom width at berm ",{"$f":"IF(CN10=\"forebay\",MAX(0,CN62-2*CN61),0)","v":13.551845607682839},"m"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Side slopes",{"$f":"IF(N7=\"Linear\",2*(N52*N13),(N52*N13)+(N52*(N13-(N10*2+N43*3))))","v":181.39502508242543},"m2",null,null,"Side",{"$f":"(S62*S64/2)*S63","v":6.7500000000000004E-2},"m3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FOREBAY CALCS",null,null,null,null,null,null,null,null,null,null,null,"Length of forebay sides",{"$f":"IF(CN10=\"forebay\",((CN63^2)+((CN62/2)^2))^0.5,0)","v":85.171048246015857},"m"]
[null,null,"No Infiltration calculations",null,null,null,"No - Volume to excavate (no topsoil)",null,null,null,null,null,"End slope",{"$f":"2*(N52*N10)","v":3.2310988842807031},"m2",null,null,"Volume",{"$f":"S65*2","v":0.13500000000000001},"m3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of forebay",{"$f":"CB45/CB19","v":31.481100000000001},"m2","Af","Vf/Df",null,null,null,null,null,null,null,"Forebay surface area ",{"$f":"IF(CN10=\"forebay\",CN63*CN62/2,0)","v":1075.827017448576},"m2"]
[null,null,"Stone above underdrain",7.4999999999999997E-2,"m",null,"Vol of BR",null,{"$f":"D78*D79*(D69+D13-0.1524)","v":124.75999999999998},null,null,null,"Corners",{"$f":"IF(N7=\"Linear\",8*(0.5*(N52*N43)),12*(0.5*(N52*N43)))","v":17.232527382830416},"m2",null,"Side Slopes","Height",{"$f":"N20","v":0.3},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Average width at berm ",{"$f":"(2*CB66/CB23)^0.5","v":3.9674361998650967},"m","Ba","(2*Af/rf)^0.5",null,null,null,null,null,null,null,"OGS"]
[null,null,"Total Stone depth",{"$f":"D67+D19","v":0.27500000000000002},"m",null,null,null,null,null,null,null,"Water Capacity",null,null,null,null,"Width",{"$f":"N10","v":0.75},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Average length",{"$f":"CB67*CB23","v":15.869744799460387},"m","Da","Bt*rf",null,null,null,null,null,null,null,"Peak flow rate",{"$f":"IF(CN10=\"ogs\",(0.9*(43*0.9+5.9)*CN6)/360,0)","v":0},"m3/sec"]
[null,null,"Total cell depth",{"$f":"(D17+D16+D18+D68)","v":1.2},"m ",null,"Slope (1:1 above 1.2m)",null,null,null,null,null,"Center of swale",{"$f":"IF(N7=\"Rectangular\",N10*N20*N42,(N10*N16*N42)-(N10*N10))","v":29.740657894736849},"m3",null,null,"Length",{"$f":"0.6","v":0.6},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Width of forebay side slopes",{"$f":"CB19*CB37","v":4.5},"m","wsf"," Sp* df",null,null,null,null,null,null,null,"OGS area length",{"$f":"IF(CN10=\"ogs\",OGSSize!I7,0)","v":0},"m"]
[null,null,"Required surface Area for WQV",{"$f":"D15/((D69*(D14/100))+D13)","v":13.23529411764706},"m2",null,"Height/width",null,{"$f":"(D69+D13-0.1524)-1.2","v":4.7599999999999865E-2},null,null,null,"Width of slope",{"$f":"N20*N11","v":0.75},"m",null,null,"Volume",{"$f":"S69*S68*S67","v":0.13499999999999998},"m3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Forebay surface width at berm",{"$f":"CB67+CB69","v":8.4674361998650962},"m","Bt","Ba + wsf",null,null,null,null,null,null,null,"GENERAL CALCULATIONS"]
[null,null,"Design Area based on maximum DA/SA",{"$f":"IF(D70>D6/BRDesign!G69<D6/5,D70,(D6/BRDesign!G69))","v":100},"m2",null,"Length",null,{"$f":"SQRT(I70^2+I70^2)","v":6.7316565568959125E-2},null,null,null,"Side slope area",{"$f":"0.5*N70*N20","v":0.11249999999999999},"m2",null,null,"TOTAL",{"$f":"S56+S61+S66+S70","v":0.53999999999999992},"m3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Forebay surface length",{"$f":"CB68+CB69","v":20.369744799460385},"m","Dt","df * (Aft + Afb)/2",null,null,null,null,null,null,null,"Overall pond length (includes OGS area)",{"$f":"CN50+CN63+CN69","v":199.29725123259328},"m"]
[null,null,"Length",{"$f":"CapitalCosts!D48","v":10},"m",null,"Area of triange",null,{"$f":"1/2*I70*I70","v":1.1328799999999934E-3},null,null,null,"Long side slope volume",{"$f":"IF(N7=\"Rectangular\",N71*N42*2,(N42*N51)+(N51*(N42-(N10*2+N70*3))))","v":77.808421052631587},"m3",null,"Rock Geotextile",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bottom width at berm ",{"$f":"MAX(0,CB70-2*CB69)","v":0},"m","Bb","Ba - wsf",null,null,null,null,null,null,null,"Overall pond width",{"$f":"MAX(CN49,CN62)","v":34.772467200465485},"m"]
[null,null,"Width",{"$f":"CapitalCosts!D49","v":10},"m",null,"vol of slope",null,{"$f":"(2*D78*I72)+(2*D79*I72)+(4*(1/3*I72*I70))","v":4.5387100117333067E-2},null,null,null,"short side slope volume",{"$f":"N71*N10*2","v":0.16874999999999998},"m3",null,"Length",{"$f":"S55+S64*2","v":1.7999999999999998},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length of forebay sides",{"$f":"((CB71^2)+((CB70/2)^2))^0.5","v":20.805068424421002},"m",null,"(Bt^2 + (Dt/2)^2)^0.5",null,null,null,null,null,null,null,"Pond enclosure length",{"$f":"CN71+2*CN16","v":219.29725123259328},"m"]
[null,null,"Volume of cell",{"$f":"D78*D79*D69","v":120},"m3",null,null,"Total",{"$f":"I67+I73","v":124.80538710011731},null,null,null,"corners",{"$f":"IF(N7=\"Rectangular\",4*1/3*N71*N70,6*1/3*N71*N70)","v":0.16874999999999998},"m3",null,"Width",{"$f":"S54+S58*2","v":2.25},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Forebay submerged area to be planted",{"$f":"2*CB73*(CB37*CB25)","v":24.966082109305205},"m2","Dt","2*Ds*(Sp*dw)",null,null,null,null,null,null,null,"Pond enclosure width",{"$f":"CN72+2*CN15","v":54.772467200465485},"m"]
[null,null,"Volume to excavate",{"$f":"I74","v":124.80538710011731},"m3",null,null,null,null,null,null,null,"Side slope volume",{"$f":"SUM(N72:N74)","v":78.145921052631593},"m3",null,"Corners",{"$f":"(S68*S69/2)*4","v":0.89999999999999991},"m2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Forebay berm volume (includes allowance for 0.33 m footing below berm)",{"$f":"CB67*(CB19-CB20)*(CB21+(CB19-CB20)*CB37)+CB67*((CB19-CB20)*CB37)*2*0.33","v":31.874382429716192},"m3","Vfb","Ba * (df - dfb) * ( Sp*df + wfb)/2",null,null,null,null,null,null,null,"Pond enclosure area",{"$f":"CN74*CN73/10000","v":1.2011451500289454},"ha"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Water capacity TOTAL",{"$f":"N69+N75","v":107.88657894736843},"m3",null,"Area",{"$f":"R73*R74-R75","v":3.15},"m2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ACTIVE STORAGE CALCS",null,null,null,null,null,null,null,null,null,null,null,"Length of service road",{"$f":"(CN73-CN71+CN74-CN72)","v":40},"m"]
[null,null,"Dimensions",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Width of active storage side slopes",{"$f":"CB36*CB26","v":9},"m",null,"Sb * das",null,null,null,null,null,null,null,"Maintenance pipe length,forebay or OGS",{"$f":"IF(CN10<>\"none\",CN63/4+CN69/4+CN50+CN27,0)","v":141.14171440954476},"m"]
[null,null,"Length of cell",{"$f":"CapitalCosts!D48","v":10},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Active storage top width",{"$f":"CB56+2*CB77","v":27.864450946089285},"m","Was","Wp + 2*( Sb * das)",null,null,null,null,null,null,null,"Clay liner volume",{"$f":"IF(DPONDDesign!F71=\"yes\",CN66,0)*CN33","v":0},"m3"]
[null,null,"Width of cell",{"$f":"CapitalCosts!D49","v":10},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Active storage length above permanent pool",{"$f":"CB57+CB77","v":37.882803784357137},"m","Las","Lp + ( Sb * das)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Active storage surface area above permanent pool",{"$f":"CB79*CB78","v":1055.5835277495451},"m2","Tp","Was * Las"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Active storage surface area above forebay",{"$f":"((CB70+2*CB77)*(CB71+CB77))/2","v":388.67092334301873},"m2","Tf","[Bt+2*( Sb*das)] * [Dt+( Sb* das)]/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,null,null,null,null,null,null,null,null,null,"Average active storage surface area",{"$f":"(CB56*CB57+CB80)/2+(CB66+CB81)/2","v":880.32427610443835},"m2","A","(W*L + Tp)/2 + [Aft + Tf)/2 "]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Active storage volume",{"$f":"CB82*CB26","v":1320.4864141566575},"m3",null,"das* A"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Detention Time",{"$f":"((2*CB82)/(0.63*PI()*((CB31/2/1000)^2)*((2*9.81)^0.5)))*(CB26^0.5-0^0.5)/(60*60)","v":27.329763300924807},"hr",null,"Equ. 4.10 drawdown time (MECC SWM deisgn manual)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Shoreline fringe soil surface width",{"$f":"(CB26^2+CB77^2)^0.5","v":9.1241437954473295},"m","Xas","[(das2+ (Sb*das)2]0.5"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Shoreline fringe soil surface area",{"$f":"CB85*2*(CB79+CB78)+4*CB85^2","v":1532.7748126329957},"m2",null,"Xas*2*(Was + Las) + 4* Xas2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"GENERAL CALCULATIONS"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overall pond length",{"$f":"CB71+CB57+CB77*2","v":67.252548583817529},"m"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overall pond width",{"$f":"MAX(CB70,CB56)+2*CB77","v":27.864450946089285},"m"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Pond enclosure length",{"$f":"CB88+2*CB17","v":87.252548583817529},"m",null,"L + Dt + 2*10"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Pond enclosure width",{"$f":"CB89+2*CB16","v":47.864450946089285},"m",null,"W + 2*10"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Pond enclosure area",{"$f":"CB91*CB90/10000","v":0.4176295331611406},"ha",null,"(L + Dt + 2*10)*( W + 2*10)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length of service road",{"$f":"(CB90-CB88+CB91-CB89)","v":39.999999999999993},"m"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Maintenance pipe length,forebay",{"$f":"CB71/4+CB57+CB32","v":38.975239984222235},"m"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Maintenance pipe length, permanent pool",{"$f":"+CB32","v":5},"m"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Clay liner volume",{"$f":"IF(WPONDDesign!F72=\"yes\",CapitalCosts!CB49+CapitalCosts!CB66,0)*CB39","v":0},"m3"]
[]
[]
[null,null,"CONSTRUCTION COSTS",null,null,null,null,null,null,null,null,null,"CONSTRUCTION COSTS",null,null,null,null,null,null,null,null,null,null,"CONSTRUCTION COSTS",null,null,null,null,null,null,null,"CONSTRUCTION COSTS",null,null,null,null,null,null,null,null,"CONSTRUCTION COSTS",null,null,null,null,null,null,null,"CONSTRUCTION COSTS",null,null,null,null,null,null,null,"CONSTRUCTION COSTS",null,null,null,null,null,null,null,"CONSTRUCTION COSTS",null,null,null,null,null,null,null,null,null,null,null,null,null,"CONSTRUCTION COSTS",null,null,null,null,null,null,null,null,null,null,null,"CONSTRUCTION COSTS"]
[null,null,"Pre-Construction","Amount","item","$ per item","Cost",null,null,null,null,null,"Pre-Construction","Amount","item","$ per item","Cost",null,null,null,null,null,null,"Pre-Construction",null,null,null,null,null,null,null,"Pre-Construction","Amount","unit","$ per unit","Cost",null,null,null,null,"Pre-Construction","Amount","unit","$ per unit","Cost",null,null,null,"Pre-Construction","Amount","unit","$ per unit","Cost",null,null,null,"Pre-Construction","Amount","unit","$ per unit","Cost",null,null,null,"Pre-Construction","Amount","unit","$ per unit","Cost",null,null,null,null,null,null,null,null,null,"Pre-Construction","Amount","item","$ per item","Cost",null,null,null,null,null,null,null,"Pre-Construction","Amount","item","$ per item","Cost"]
[null,null,"Value of project land",{"$f":"D71","v":100},"m2",{"$f":"D12","v":0},{"$f":"F101*D101","v":0},null,null,null,null,null,"Value of project land",{"$f":"N62","v":239.9},"m2",{"$f":"N12","v":0},{"$f":"P101*N101","v":0},null,null,null,null,null,null,"Value of project land",{"$f":"Y7","v":1000},"m2",{"$f":"Y12","v":0},{"$f":"AA101*Y101","v":0},null,null,null,"Crane - 55 ton",{"$f":"IF(AG10=\"None\",1,2)","v":2},"each",{"$f":"IF(AG6=\"1 - 5\",UnitCosts!L110,0)","v":365.89513999999997},{"$f":"AG101*AI101","v":731.79027999999994},null,null,null,null,"Value of project land",{"$f":"AP17","v":124.54150176},"m2",{"$f":"AP12","v":0},{"$f":"AR101*AP101","v":0},null,null,null,"Value of project land",{"$f":"AX49","v":116.17640224917515},"m2",{"$f":"AX11","v":0},{"$f":"AZ101*AX101","v":0},null,null,null,"Test pits",{"$f":"PICPDesign!K65","v":{"$error":"#DIV/0!"}},"m3",{"$f":"UnitCosts!L3","v":94.157052141441767},{"$f":"BF101*BH101","v":{"$error":"#DIV/0!"}},null,null,null,"Value of project land",{"$f":"BN9*BN10","v":7.0400000000000009},"m2",{"$f":"BN12","v":0},{"$f":"BP101*BN101","v":0},null,null,null,null,null,null,null,null,null,"Value of project land",{"$f":"CB92*10000","v":4176.2953316114063},"m2",{"$f":"CB12","v":0},{"$f":"CD101*CB101","v":0},null,null,null,null,null,null,null,"Value of project land",{"$f":"CN75*10000","v":12011.451500289453},"m2",{"$f":"CN12","v":0},{"$f":"CP101*CN101","v":0}]
[null,null,"Test pits",{"$f":"BRDesign!M62","v":5},"m3",{"$f":"UnitCosts!L3","v":94.157052141441767},{"$f":"2*(D102*F102)","v":941.57052141441773},null,null,null,null,null,"Test pits",{"$f":"EGSDesign!K69","v":2},"m3",{"$f":"UnitCosts!L3","v":94.157052141441767},{"$f":"N102*P102*1.2","v":225.97692513946023},null,null,null,null,null,null,"Test pits",{"$f":"VFSDesign!K64","v":2},"m3",{"$f":"UnitCosts!L3","v":94.157052141441767},{"$f":"Y102*AA102*1.2","v":225.97692513946023},null,null,null,"Crane - 100 ton",{"$f":"IF(AG10=\"None\",2,4)","v":4},"each",{"$f":"IF(AG6=\"6 - 10\",UnitCosts!L111,0)","v":0},{"$f":"AG102*AI102","v":0},null,null,null,null,"Test pits",{"$f":"ICDesign!K65","v":6},"m3",{"$f":"UnitCosts!L3","v":94.157052141441767},{"$f":"AP102*AR102","v":564.94231284865054},null,null,null,"Test pits",{"$f":"ITDesign!K65","v":4},"m3",{"$f":"UnitCosts!L3","v":94.157052141441767},{"$f":"AX102*AZ102","v":376.62820856576707},null,null,null,"Infiltration tests",{"$f":"PICPDesign!K66","v":4},"tests","total",{"$f":"(Assumptions!D58+(BF102-1)*Assumptions!D59)/60*Assumptions!D62","v":532.24391666666668},null,null,null,"Stakeout of utilities",{"$f":"RWHDesign!K64","v":1},"visit",{"$f":"UnitCosts!L4","v":515},{"$f":"BN102*BP102","v":515},null,null,null,null,null,null,null,null,null,"Test pits",{"$f":"ROUNDUP(TestPits!E54*2,0)","v":4},"m3",{"$f":"UnitCosts!L3","v":94.157052141441767},{"$f":"2*(CB102*CD102)","v":753.25641713153414},null,null,null,null,null,null,null,"Test pits",{"$f":"ROUNDUP(TestPits!E61*2,0)","v":5},"m3",{"$f":"UnitCosts!L3","v":94.157052141441767},{"$f":"2*(CN102*CP102)","v":941.57052141441773}]
[null,null,"Infiltration tests",{"$f":"BRDesign!M63","v":4},"tests",null,{"$f":"IF(BRDesign!G64=\"No Infiltration\",0,(Assumptions!D58+(D103-1)*Assumptions!D59)/60*Assumptions!D62)","v":532.24391666666668},null,null,null,null,null,"Infiltration tests",{"$f":"EGSDesign!K70","v":4},"tests",null,{"$f":"(Assumptions!D58+(N103-1)*Assumptions!D59)/60*Assumptions!D62","v":532.24391666666668},null,null,null,null,null,null,"Infiltration tests",{"$f":"VFSDesign!K65","v":4},"tests",null,{"$f":"(Assumptions!D58+(N103-1)*Assumptions!D59)/60*Assumptions!D62","v":532.24391666666668},null,null,null,"Crane TOTAL",null,null,null,{"$f":"SUM(AJ101:AJ102)","v":731.79027999999994},null,null,null,null,"Infiltration tests",{"$f":"ICDesign!K66","v":4},"tests","total",{"$f":"(Assumptions!D58+(AP103-1)*Assumptions!D59)/60*Assumptions!D62","v":532.24391666666668},null,null,null,"Infiltration tests",{"$f":"ITDesign!K66","v":4},"tests",null,{"$f":"(Assumptions!D58+(AX103-1)*Assumptions!D59)/60*Assumptions!D62","v":532.24391666666668},null,null,null,"Stakeout of utilities",{"$f":"PICPDesign!K67","v":1},"visit",{"$f":"UnitCosts!L4","v":515},{"$f":"BH103*BF103","v":515},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Stakeout of utilities",1,"visit",{"$f":"UnitCosts!L4","v":515},{"$f":"CD103*CB103","v":515},null,null,null,null,null,null,null,"Stakeout of utilities",1,"visit",{"$f":"UnitCosts!L4","v":515},{"$f":"CP103*CN103","v":515}]
[null,null,"Stakeout of utilities",{"$f":"BRDesign!M64","v":1},"visit",{"$f":"UnitCosts!L4","v":515},{"$f":"F104*D104","v":515},null,null,null,null,null,"Stakeout of utilities",{"$f":"EGSDesign!K71","v":1},"visit",{"$f":"UnitCosts!L4","v":515},{"$f":"P104*N104","v":515},null,null,null,null,null,null,"Stakeout of utilities",{"$f":"VFSDesign!K66","v":1},"visit",{"$f":"UnitCosts!L4","v":515},{"$f":"AA104*Y104","v":515},null,null,null,null,null,null,null,null,null,null,null,null,"Stakeout of utilities",{"$f":"ICDesign!K67","v":1},"visit",{"$f":"UnitCosts!L4","v":515},{"$f":"AR104*AP104","v":515},null,null,null,"Stakeout of utilities",{"$f":"ITDesign!K67","v":1},"visit",{"$f":"UnitCosts!L4","v":515},{"$f":"AZ104*AX104","v":515},null,null,null,"Erosion and sediment controls",{"$f":"PICPDesign!K68","v":60},"m",{"$f":"UnitCosts!L6","v":24.506092519685033},{"$f":"BF104*BH104","v":1470.3655511811021},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Erosion and sediment controls:",null,null,null,{"$f":"SUM(CE105:CE107)","v":1063.7557762824372},null,null,null,null,null,null,null,"Erosion and sediment controls:",null,null,null,{"$f":"SUM(CQ105:CQ107)","v":1991.5461803938235}]
[null,null,"Erosion and sediment controls:",null,null,null,{"$f":"SUM(G106:G108)","v":499.83984782782142},null,null,null,null,null,"Erosion and sediment controls:",null,null,null,{"$f":"SUM(Q106:Q108)","v":952.87398414615268},null,null,null,null,null,null,"Erosion and sediment controls:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Silt fence along 1 edge",{"$f":"AP15","v":13.6236},"m",{"$f":"UnitCosts!L9","v":6.6770223097112851},{"$f":"AP105*AR105","v":90.965081138582661},null,null,null,"Erosion and sediment controls",{"$f":"AX48","v":116.17640224917515},"m",{"$f":"UnitCosts!L9","v":6.6770223097112851},{"$f":"AX105*AZ105","v":775.71242967973478},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2\" Submersible gas pump",3,"days",{"$f":"UnitCosts!L7","v":30.743851999999997},{"$f":"CB105*CD105","v":92.231555999999983},null,null,null,null,null,null,null,"2\" Submersible gas pump",3,"days",{"$f":"UnitCosts!L7","v":30.743851999999997},{"$f":"CN105*CP105","v":92.231555999999983}]
[null,null,"2\" Submersible gas pump",{"$f":"BRDesign!M66","v":3},"days",{"$f":"UnitCosts!L7","v":30.743851999999997},{"$f":"D106*F106","v":92.231555999999983},null,null,null,null,null,"2\" submersible gas pump",{"$f":"EGSDesign!K73","v":3},"days",{"$f":"UnitCosts!L7","v":30.743851999999997},{"$f":"N106*P106","v":92.231555999999983},null,null,null,null,null,null,"2\" submersible gas pump",{"$f":"VFSDesign!K68","v":3},"days",{"$f":"UnitCosts!L7","v":30.743851999999997},{"$f":"Y106*AA106","v":92.231555999999983},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Silt sack in catchbasin",1,"item",{"$f":"UnitCosts!L8","v":69.344999999999999},{"$f":"CB106*CD106","v":69.344999999999999},null,null,null,null,null,null,null,"Silt sack in catchbasin",1,"item",{"$f":"UnitCosts!L8","v":69.344999999999999},{"$f":"CN106*CP106","v":69.344999999999999}]
[null,null,"Silt sack in catchbasin",{"$f":"BRDesign!M67","v":1},"item",{"$f":"UnitCosts!L8","v":69.344999999999999},{"$f":"D107*F107","v":69.344999999999999},null,null,null,null,null,"silt sack in catchbasin",{"$f":"EGSDesign!K74","v":1},"item",{"$f":"UnitCosts!L8","v":69.344999999999999},{"$f":"N107*P107","v":69.344999999999999},null,null,null,null,null,null,"silt sack in catchbasin",1,"unit",{"$f":"UnitCosts!L8","v":69.344999999999999},{"$f":"Y107*AA107","v":69.344999999999999},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Silt fence around excavation (down slope sides)",{"$f":"(CB90+CB91)","v":135.11699952990682},"m",{"$f":"UnitCosts!L9","v":6.6770223097112851},{"$f":"CB107*CD107","v":902.17922028243709},null,null,null,null,null,null,null,"Silt fence around excavation (down slope sides)",{"$f":"(CN73+CN74)","v":274.06971843305877},"m",{"$f":"UnitCosts!L9","v":6.6770223097112851},{"$f":"CN107*CP107","v":1829.9696243938236}]
[null,null,"Silt fence around excavation",{"$f":"BRDesign!M68","v":50.660799999999995},"m",{"$f":"UnitCosts!L9","v":6.6770223097112851},{"$f":"D108*F108","v":338.26329182782143},null,null,null,null,null,"Silt fence 1 m around excavation",{"$f":"2*(N44+2)+2*(N42+2)","v":118.51052631578948},"m",{"$f":"UnitCosts!L9","v":6.6770223097112851},{"$f":"N108*P108","v":791.2974281461527},null,null,null,null,null,null,"Silt fence 1 m around excavation",{"$f":"2*(Y8+2)+2*(Y9+2)","v":148},"m",{"$f":"UnitCosts!L9","v":6.6770223097112851},{"$f":"Y108*AA108","v":988.19930183727024}]
[]
[null,null,"Excavation","Amount","item","$ per item","Cost",null,null,null,null,null,"Excavation","Amount","item","$ per item","Cost",null,null,null,null,null,null,"Excavation",null,null,null,null,null,null,null,"Excavation","Amount","unit","$ per unit","Cost",null,null,null,null,"Excavation","Amount","unit","$ per unit","Cost",null,null,null,"Excavation","Amount","unit","$ per unit","Cost",null,null,null,"Excavation","Amount","unit","$ per unit","Cost",null,null,null,"Excavation","Amount","unit","$ per unit","Cost",null,null,null,null,null,null,null,null,null,"Excavation","Amount","item","$ per item","Cost",null,null,null,null,null,null,null,"Excavation","Amount","item","$ per item","Cost"]
[null,null,"Excavator",{"$f":"IF(BRDesign!G64=\"Full Infiltration\",CapitalCosts!D51,IF(BRDesign!G64=\"Partial Infiltration\",CapitalCosts!D64,CapitalCosts!D75))","v":155.49698395331728},"Bm3",{"$f":"UnitCosts!L15","v":2.4919761168261276},{"$f":"D111*F111","v":387.49477025016228},null,null,null,null,null,"Main Excavation",{"$f":"N54+N58+N59+N18","v":115.07491228070177},"Bm3",{"$f":"UnitCosts!L15","v":2.4919761168261276},{"$f":"N111*P111","v":286.76393304937045},null,null,null,null,null,null,"Main excavation",{"$f":"Y42","v":300},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Excavation",{"$f":"AP53-AP119","v":244.19175061685334},"Bm3",{"$f":"UnitCosts!L15","v":2.4919761168261276},{"$f":"AP111*AR111","v":608.52001046316036},null,null,null,"Main excavation",{"$f":"AX51*AX49","v":177.98224824573632},"m3",null,null,null,null,null,"Topsoil salvage - haul 6\" to stockpile",{"$f":"PICPDesign!K71","v":0},"m3",{"$f":"UnitCosts!L32","v":3.7521231304484308},{"$f":"BF111*BH111","v":0},null,null,null,"Tank Excavation",{"$f":"RWHDesign!K74","v":117.19071540057601},"Bm3",{"$f":"UnitCosts!L15","v":2.4919761168261276},{"$f":"BN111*BP111","v":292.03646389200327},null,null,null,null,null,null,null,null,null,"Clear and grub site",{"$f":"CB92*10000","v":4176.2953316114063},"m2",{"$f":"UnitCosts!L26","v":1.85243050630608},{"$f":"CB111*CD111","v":7736.2968756206355},null,null,null,null,null,null,null,"Clear and grub site",{"$f":"CN75*10000","v":12011.451500289453},"m2",{"$f":"UnitCosts!L26","v":1.85243050630608},{"$f":"CN111*CP111","v":22250.379184152116}]
[null,null,"Loading - % of excavation cost",{"$f":"Assumptions!$D$8","v":0.15},null,null,{"$f":"G111*D112","v":58.124215537524336},null,null,null,null,null,"Main excavation minus top soil",{"$f":"N111-N119","v":65.074912280701767},"m3",{"$f":"UnitCosts!L15","v":2.4919761168261276},{"$f":"N112*P112","v":162.16512720806406},null,null,null,null,null,null,"Main excavation minus top soil",{"$f":"Y111-Y43","v":50},"Bm3",{"$f":"UnitCosts!L15","v":2.4919761168261276},{"$f":"Y112*AA112","v":124.59880584130639},null,null,null,null,null,null,null,null,null,null,null,null,"Backfill volume",{"$f":"AP19*AP17","v":48.5711856864},"m3",null,null,null,null,null,"Main excavation minus top soil",{"$f":"AX51*AX49-AX120","v":148.93814768344254},"m3",{"$f":"UnitCosts!L16","v":4.2335276075625696},{"$f":"AX112*AZ112","v":630.53376003708513},null,null,null,"Excavation",{"$f":"PICPDesign!K72","v":""},"m3",{"$f":"UnitCosts!L15","v":2.4919761168261276},{"$f":"BF112*BH112","v":{"$error":"#VALUE!"}},null,null,null,"Loading - % of excavation cost",{"$f":"Assumptions!$D$8","v":0.15},null,null,{"$f":"BQ111*BN112","v":43.805469583800487},null,null,null,null,null,null,null,null,null,"Cut an fill",{"$f":"(CB50+CB51+CB45+CB83)/2","v":778.29733207832874},"m3",{"$f":"IF(WPONDDesign!F70=\"clay\",UnitCosts!L19,UnitCosts!L18)","v":16.112891028114394},{"$f":"CB112*CD112","v":12540.620099250273},null,null,null,null,null,null,null,"Cut an fill",{"$f":"(CN44+CN57)/2","v":3440.4719999999998},"m3",{"$f":"IF(DPONDDesign!F69=\"clay\",UnitCosts!L19,UnitCosts!L18)","v":16.112891028114394},{"$f":"CN112*CP112","v":55435.95042127878}]
[null,null,"Hauling - truck hours",{"$f":"ROUNDUP((1+Assumptions!$D$10)*D111/Assumptions!$D$9,0)/Assumptions!$D$11","v":5},"per hour",{"$f":"UnitCosts!L30","v":180.78250999999997},{"$f":"D113*F113","v":903.9125499999999},null,null,null,null,null,"Loading - % of excavation cost",{"$f":"Assumptions!$D$8","v":0.15},null,null,{"$f":"Q112*N113","v":24.32476908120961},null,null,null,null,null,null,"Loading - % of excavation cost",{"$f":"Assumptions!$D$8","v":0.15},null,null,{"$f":"AB112*Y113","v":18.689820876195956},null,null,null,null,null,null,null,null,null,null,null,null,"Loading - % of excavation cost",{"$f":"Assumptions!$D$8","v":0.15},null,null,{"$f":"AP113*AS111","v":91.278001569474057},null,null,null,"Loading - % of excavation cost",{"$f":"Assumptions!$D$8","v":0.15},null,null,{"$f":"BA112*AX113","v":94.580064005562761},null,null,null,"Loading - % of excavation cost",{"$f":"Assumptions!$D$8","v":0.15},null,null,{"$f":"BI112*BF113","v":{"$error":"#VALUE!"}},null,null,null,"Pretreatment Excavation",{"$f":"RWHDesign!K69","v":25.758204128298665},"Bm3",{"$f":"UnitCosts!L15","v":2.4919761168261276},{"$f":"BN113*BP113","v":64.188829500052435},null,null,null,null,null,null,null,null,null,"Topsoil salvage - haul to stockpile",{"$f":"CB92*10000*CB38","v":1044.0738329028516},"m3",{"$f":"UnitCosts!L32","v":3.7521231304484308},{"$f":"CB113*CD113","v":3917.4935783307392},null,null,null,null,null,null,null,"Topsoil salvage - haul to stockpile",{"$f":"CN75*10000*CN32","v":3002.8628750723633},"m3",{"$f":"UnitCosts!L32","v":3.7521231304484308},{"$f":"CN113*CP113","v":11267.111251123892}]
[null,null,"Safety fencing",{"$f":"BRDesign!M75","v":88},"m ",{"$f":"UnitCosts!$L$31","v":19.35626148293963},{"$f":"F114*D114","v":1703.3510104986874},null,null,null,null,null,"Hauling",null,"per hour",{"$f":"UnitCosts!L30","v":180.78250999999997},{"$f":"P118*P114","v":662.86920333333319},null,null,null,null,null,null,"Hauling",null,"per hour",{"$f":"UnitCosts!L30","v":180.78250999999997},{"$f":"AA118*AA114","v":1687.3034266666666},null,null,null,null,null,null,null,null,null,null,null,null,"Hauling",null,"per hour",{"$f":"UnitCosts!L30","v":180.78250999999997},{"$f":"AR118*AR114","v":1084.6950599999998},null,null,null,"Backfill volume",{"$f":"AX52*AX15*AX48","v":87.132301686881334},"m3",null,null,null,null,null,"Hauling",null,"per hour",{"$f":"UnitCosts!$L$30","v":180.78250999999997},{"$f":"BH114*BH118","v":{"$error":"#VALUE!"}},null,null,null,"Loading - % of excavation cost",{"$f":"Assumptions!$D$8","v":0.15},null,null,{"$f":"BQ113*BN114","v":9.6283244250078646},null,null,null,null,null,null,null,null,null,"Safety Fencing",{"$f":"CB107*2","v":270.23399905981364},"m",{"$f":"UnitCosts!$L$31","v":19.35626148293963},{"$f":"CD114*CB114","v":5230.7199473822147},null,null,null,null,null,null,null,"Safety Fencing",{"$f":"CN107*2","v":548.13943686611753},"m",{"$f":"UnitCosts!$L$31","v":19.35626148293963},{"$f":"CP114*CN114","v":10609.93026909185}]
[null,null,"Pipe to sewer trenching",{"$f":"BRDesign!M76","v":11},"m",{"$f":"UnitCosts!L37+UnitCosts!L39","v":39.351812335958002},{"$f":"F115*D115","v":432.869935695538},null,null,null,null,null,"Swelling",{"$f":"Assumptions!$D$10","v":0.25},{"$f":"N115*N111+N111","v":143.84364035087719},"m3",null,null,null,null,null,null,null,"Swelling",{"$f":"Assumptions!$D$10","v":0.25},{"$f":"Y115*Y111+Y111","v":375},"m3",null,null,null,null,null,null,null,null,null,null,null,null,null,"Swelling",{"$f":"Assumptions!$D$10","v":0.25},{"$f":"(AP111-AP112)*(1+AP115)","v":244.52570616306667},"m3",null,null,null,null,"Hauling",null,"per hour",{"$f":"UnitCosts!$L$30","v":180.78250999999997},{"$f":"AZ119*AZ115","v":482.08669333333324},null,null,null,"Swelling",{"$f":"Assumptions!$D$10","v":0.25},{"$f":"BF112*BF115+BF112","v":{"$error":"#VALUE!"}},"m3",null,null,null,null,"Hauling",null,"per hour",{"$f":"UnitCosts!$L$30","v":180.78250999999997},{"$f":"BP115*BP119","v":783.39087666666649},null,null,null,null,null,null,null,null,null,"Clean out drain pipe trenching, forebay",{"$f":"CB94","v":38.975239984222235},"m",{"$f":"UnitCosts!L37+UnitCosts!L39","v":39.351812335958002},{"$f":"CB115*CD115","v":1533.74632960804},null,null,null,null,null,null,null,"Clean out drain pipe trenching, forebay or OGS",{"$f":"CN77","v":141.14171440954476},"m",{"$f":"UnitCosts!L37+UnitCosts!L39","v":39.351812335958002},{"$f":"CN115*CP115","v":5554.1822582197847}]
[null,null,null,null,null,null,null,null,null,null,null,null,"Trucking",{"$f":"Assumptions!$D$9","v":13.76},"per truck load",null,null,null,null,null,null,null,null,"Trucking",{"$f":"Assumptions!$D$9","v":13.76},"m3 / truck load",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Trucking",{"$f":"Assumptions!$D$9","v":13.76},"m3 / truck load",null,null,null,null,null,"Swelling",{"$f":"Assumptions!$D$10","v":0.25},{"$f":"(AX111-AX114)*(1+AX116)","v":113.56243319856873},"m3",null,null,null,null,"Trucking load",{"$f":"Assumptions!$D$9","v":13.76},"m3 / truck load",null,null,null,null,null,"Hauling - swelling",{"$f":"Assumptions!$D$10","v":0.25},{"$f":"(BN113+BN111)*(1+BN116)","v":178.68614941109337},"m3",null,null,null,null,null,null,null,null,null,null,"Clean out drain pipe trenching, permanent pool",{"$f":"CB95","v":5},"m",{"$f":"UnitCosts!L37+UnitCosts!L39","v":39.351812335958002},{"$f":"CB116*CD116","v":196.75906167979002},null,null,null,null,null,null,null,"Manhole to stormsewer trenching",{"$f":"CN30","v":25},"m",{"$f":"UnitCosts!L37+UnitCosts!L40","v":53.55824278215222},{"$f":"CN116*CP116","v":1338.9560695538055}]
[null,null,null,null,null,null,null,null,null,null,null,null,"Truck loads required",{"$f":"ROUNDUP(O115/N116,0)","v":11},"trips",null,null,null,null,null,null,null,null,"Truck loads required",{"$f":"ROUNDUP(Z115/Y116,0)","v":28},"trips",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Truck loads required",{"$f":"ROUNDUP(AQ115/AP116,0)","v":18},"trips",null,null,null,null,null,"Trucking",{"$f":"Assumptions!$D$9","v":13.76},"m3 / truck load",null,null,null,null,null,"Truck loads required",{"$f":"ROUNDUP(BG115/BF116,0)","v":{"$error":"#VALUE!"}},"trips",null,null,null,null,null,"Hauling - truck load",{"$f":"Assumptions!$D$9","v":13.76},"m3",null,null,null,null,null,null,null,null,null,null,null,"Manhole to stormsewer trenching",{"$f":"CB35","v":25},"m",{"$f":"UnitCosts!L37+UnitCosts!L40","v":53.55824278215222},{"$f":"CB117*CD117","v":1338.9560695538055}]
[null,null,null,null,null,null,null,null,null,null,null,null,"trips per hour",{"$f":"Assumptions!$D$11","v":3},"hours",{"$f":"N117/N118","v":3.6666666666666665},null,null,null,null,null,null,null,"trips per hour",{"$f":"Assumptions!$D$11","v":3},"hours",{"$f":"Y117/Y118","v":9.3333333333333339},null,null,null,null,null,null,null,null,null,null,null,null,null,"trips per hour",{"$f":"Assumptions!$D$11","v":3},"hours",{"$f":"AP117/AP118","v":6},null,null,null,null,"Truck loads required",{"$f":"Assumptions!$D$11","v":3},null,null,null,null,null,null,"trips per hour",{"$f":"Assumptions!$D$11","v":3},"hours",{"$f":"BF117/BF118","v":{"$error":"#VALUE!"}},null,null,null,null,"Truck loads required",{"$f":"ROUNDUP(BO116/BN117,0)","v":13},"trips"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Topsoil salvage - haul to stockpile",{"$f":"N60","v":50},"m3",{"$f":"UnitCosts!L32","v":3.7521231304484308},{"$f":"N119*P119","v":187.60615652242154},null,null,null,null,null,null,"Topsoil salvage - haul to stockpile",{"$f":"Y43","v":250},"m3",{"$f":"UnitCosts!L32","v":3.7521231304484308},{"$f":"Y119*AA119","v":938.03078261210771},null,null,null,null,null,null,null,null,null,null,null,null,"Topsoil salvage - haul to stockpile",{"$f":"AP17*AP18","v":31.135375440000001},"m3",{"$f":"UnitCosts!L32","v":3.7521231304484308},{"$f":"AP119*AR119","v":116.82376236361999},null,null,null,"trips per hour",{"$f":"AY116/AX117","v":8.2530838080355178},"truck hours",{"$f":"(ROUND(AX119,0))/AX118","v":2.6666666666666665},null,null,null,null,"Compaction of native soil",{"$f":"PICPDesign!K75","v":0},"m2",{"$f":"UnitCosts!L104","v":2.7835943676050006},{"$f":"BF119*BH119","v":0},null,null,null,"Hauling - trips per hour",{"$f":"Assumptions!$D$11","v":3},"truck hours",{"$f":"BN118/BN119","v":4.333333333333333}]
[null,null,null,null,null,null,null,null,null,null,null,null,"Top soil placement and grading",{"$f":"N119*(1+N115)","v":62.5},"m3",{"$f":"UnitCosts!L33","v":8.9909365578669949},{"$f":"N120*P120","v":561.93353486668718},null,null,null,null,null,null,"Top soil placement and grading",{"$f":"Y119*(1+Y115)","v":312.5},"m3",{"$f":"UnitCosts!L33","v":8.9909365578669949},{"$f":"Y120*AA120","v":2809.667674333436},null,null,null,null,null,null,null,null,null,null,null,null,"Top soil placement and grading",{"$f":"AP119*(1+AP115)","v":38.919219300000002},"m3",{"$f":"UnitCosts!L33","v":8.9909365578669949},{"$f":"AP120*AR120","v":349.92023160801273},null,null,null,"Topsoil salvage - haul to stockpile",{"$f":"AX49*AX19","v":29.044100562293789},"m3",{"$f":"UnitCosts!L32","v":3.7521231304484308},{"$f":"AX120*AZ120","v":108.9770415228528},null,null,null,"Proctor test",{"$f":"PICPDesign!K76","v":1},"tests",{"$f":"UnitCosts!L108","v":146.14155},{"$f":"BF120*BH120","v":146.14155},null,null,null,"Pipe trenching: 0.6m wide, 1.2 m deep",{"$f":"RWHDesign!K72","v":10},"m",{"$f":"UnitCosts!L37","v":18.645939960629917},{"$f":"BN120*BP120","v":186.45939960629917}]
[null,null,null,null,null,null,null,null,null,null,null,null,"Safety Fencing",{"$f":"(N44+12+N42+12)*2","v":158.51052631578949},"m",{"$f":"UnitCosts!$L$31","v":19.35626148293963},{"$f":"P121*N121","v":3068.1711951668049},null,null,null,null,null,null,"Safety Fencing",{"$f":"(Y8+12+Y9+12)*2","v":188},"m",{"$f":"UnitCosts!$L$31","v":19.35626148293963},{"$f":"AA121*Y121","v":3638.9771587926502},null,null,null,null,null,null,null,null,null,null,null,null,"Safety Fencing",{"$f":"ICDesign!K76","v":93.5304},"m",{"$f":"UnitCosts!$L$31","v":19.35626148293963},{"$f":"AR121*AP121","v":1810.3988790039368},null,null,null,"Top soil placement and grading",{"$f":"AX120*(AX116+1)","v":36.305125702867237},"m3",{"$f":"UnitCosts!L33","v":8.9909365578669949},{"$f":"AX121*AZ121","v":326.41708191986572},null,null,null,"Nuclear density test",{"$f":"PICPDesign!K77","v":4},"tests",{"$f":"UnitCosts!L109","v":41.677405},{"$f":"BF121*BH121","v":166.70962}]
[null,null,null,null,null,null,null,null,null,null,null,null,"Culvert to stormsewer trenching",4,"m",{"$f":"UnitCosts!L37+UnitCosts!L39","v":39.351812335958002},{"$f":"N122*P122","v":157.40724934383201},null,null,null,null,null,null,"Culvert to stormsewer trenching",{"$f":"VFSDesign!K79","v":0},"m",{"$f":"UnitCosts!L37+UnitCosts!L39","v":39.351812335958002},{"$f":"Y122*AA122","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Safety Fencing",{"$f":"ITDesign!K76","v":14},"m",{"$f":"UnitCosts!L31","v":19.35626148293963},{"$f":"AX122*AZ122","v":270.98766076115481}]
[null,null,null,null,null,null,null,null,null,null,null,null,"Pipe to catchbasin trenching",{"$f":"N17","v":5},"m",{"$f":"UnitCosts!L37+UnitCosts!L39","v":39.351812335958002},{"$f":"N123*P123","v":196.75906167979002},null,null,null,null,null,null,"Pipe to catchbasin trenching",{"$f":"VFSDesign!K80","v":5},"m",{"$f":"UnitCosts!L37+UnitCosts!L39","v":39.351812335958002},{"$f":"Y123*AA123","v":196.75906167979002}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Materials and installation","Amount","item","$ per item","Cost",null,null,null,null,null,"Materials & Installation","Amount","item","$ per item","Cost",null,null,null,null,null,null,"Materials & Installation",null,null,null,null,null,null,null,"Materials & Installation","Amount","unit","$ per unit","Cost",null,null,null,null,"Materials & Installation","Amount","unit","$ per unit","Cost",null,null,null,"Materials & Installation",null,null,null,null,null,null,null,"Materials & Installation","Amount","unit","$ per unit","Cost",null,null,null,"Materials & Installation","Amount","unit","$ per unit","Cost",null,null,null,null,null,null,null,null,null,"Materials and installation","Amount","Units","Unit cost","Cost",null,null,null,null,null,null,null,"Materials and installation","Amount","Units","Unit cost","Cost"]
[null,null,"Impermeable membrane",{"$f":"BRDesign!M79","v":0},"m2",{"$f":"UnitCosts!L42","v":17.361868830931183},{"$f":"D134*F134","v":0},null,null,null,null,null,"Culvert to stormsewer (pipe, labour)",{"$f":"EGSDesign!K84","v":4},"m",{"$f":"UnitCosts!L94","v":129.6336778215223},{"$f":"N134*P134","v":518.53471128608919},null,null,null,null,null,null,"Culvert to stormsewer (pipe, labour)",{"$f":"VFSDesign!K79","v":0},"m",{"$f":"UnitCosts!L94","v":129.6336778215223},{"$f":"Y134*AA134","v":0},null,null,null,"Waterproof Membrane - TPO",{"$f":"IF(AG10=\"TPO\",AG7,0)","v":0},"m2",{"$f":"UnitCosts!L114","v":25.052361064766476},{"$f":"AG134*AI134","v":0},null,null,null,null,"Manhole",{"$f":"IF(ICDesign!F68=\"\",0,ICDesign!F68)","v":1},"each",{"$f":"UnitCosts!$L$135","v":3301.7165},{"$f":"AP134*AR134","v":3301.7165},null,null,null,"Manhole",{"$f":"IF(ITDesign!F68=\"\",0,ITDesign!F68)","v":1},"each",{"$f":"UnitCosts!$L$135","v":3301.7165},{"$f":"AX134*AZ134","v":3301.7165},null,null,null,"Impermeable membrane",{"$f":"PICPDesign!K80","v":0},"m2",{"$f":"UnitCosts!L42","v":17.361868830931183},{"$f":"BF134*BH134","v":0},null,null,null,"Conveyance Piping",{"$f":"RWHDesign!K79","v":10},"m",{"$f":"UnitCosts!L50","v":74.583759842519669},{"$f":"BN134*BP134","v":745.83759842519669},null,null,null,null,null,null,null,null,null,"Clay liner",{"$f":"CB96","v":0},"m3",{"$f":"UnitCosts!L91","v":22.51273878269059},{"$f":"CB134*CD134","v":0},null,null,null,null,null,null,null,"Clay liner",{"$f":"CN78","v":0},"m3",{"$f":"UnitCosts!L91","v":22.51273878269059},{"$f":"CN134*CP134","v":0}]
[null,null,"Underdrain",{"$f":"BRDesign!M80","v":10},"m",{"$f":"UnitCosts!L45","v":64.994419291338573},{"$f":"F135*D135","v":649.94419291338568},null,null,null,null,null,"Culvert headwall",{"$f":"IF(EGSDesign!K84>0,1,0)","v":1},"each",{"$f":"UnitCosts!L93","v":378.88549999999998},{"$f":"N135*P135","v":378.88549999999998},null,null,null,null,null,null,"Culvert headwall",{"$f":"IF(VFSDesign!K79>0,1,0)","v":0},"each",{"$f":"UnitCosts!L93","v":378.88549999999998},{"$f":"Y135*AA135","v":0},null,null,null,"Waterproof Membrane - EPDM",{"$f":"IF(AG10=\"EPDM\",AG7,0)","v":1936},"m2",{"$f":"UnitCosts!L115","v":29.596742839305509},{"$f":"AG135*AI135","v":57299.294136895463},null,null,null,null,"Inlet attachment",{"$f":"IF(ICDesign!F68=\"\",0,ICDesign!F68)","v":1},"each",{"$f":"UnitCosts!L60","v":357.23490000000004},{"$f":"AP135*AR135","v":357.23490000000004},null,null,null,"Inlet attachment",{"$f":"IF(ITDesign!F68=\"\",0,ITDesign!F68)","v":1},"each",{"$f":"UnitCosts!L58*2","v":437.34211999999997},{"$f":"AX135*AZ135","v":437.34211999999997},null,null,null,"Geotextile",{"$f":"PICPDesign!K81","v":0},"m2",{"$f":"UnitCosts!L87","v":1.8384669776739999},{"$f":"BF135*BH135","v":0},null,null,null,"Pipe bedding",{"$f":"RWHDesign!K80","v":10},"m",{"$f":"UnitCosts!L39","v":20.705872375328081},207.05872375328082,null,null,null,null,null,null,null,null,null,"Inlet pipe, 450 mm",{"$f":"CB29","v":15},"m",{"$f":"UnitCosts!L51","v":97.669209317585285},{"$f":"CB135*CD135","v":1465.0381397637793},null,null,null,null,null,null,null,"OGS",{"$f":"IF(CN10=\"ogs\",1,0)","v":0},"each",{"$f":"OGSSize!H7","v":0},{"$f":"CP135","v":0}]
[null,null,"Clean out pipes (2 pipes)",{"$f":"BRDesign!M81","v":2.25},"m",{"$f":"UnitCosts!L48","v":30.188664698162729},{"$f":"F136*D136","v":67.924495570866142},null,null,null,null,null,"Culvert to stormsewer delivery",{"$f":"IF(EGSDesign!K84>0,1,0)","v":1},"each",{"$f":"UnitCosts!L43","v":205.6807},{"$f":"N136*P136","v":205.6807},null,null,null,null,null,null,"Culvert to stormsewer delivery",{"$f":"IF(VFSDesign!K79>0,1,0)","v":0},"each",{"$f":"UnitCosts!L43","v":205.6807},{"$f":"Y136*AA136","v":0},null,null,null,"Waterproof Membrane TOTAL",null,null,null,{"$f":"SUM(AJ134:AJ135)","v":57299.294136895463},null,null,null,null,"Manhole & inlet attachment",null,null,null,{"$f":"SUM(AS134:AS135)","v":3658.9513999999999},null,null,null,"Inlet manhole & attachment",null,null,null,{"$f":"SUM(BA134:BA135)","v":3739.0586199999998},null,null,null,"Underdrain",{"$f":"PICPDesign!K82","v":-0.5},"m",{"$f":"UnitCosts!L44","v":54.162016076115478},{"$f":"BH136*BF136","v":-27.081008038057739},null,null,null,"Inline german-style filter",{"$f":"RWHDesign!K81","v":2},"each",{"$f":"UnitCosts!L150","v":4685.0816384999998},9370.1632769999997,null,null,null,null,null,null,null,null,null,"Inlet pipe anchoring block, concrete cast-in-place",1,"m",{"$f":"UnitCosts!L41","v":142.06430446194224},{"$f":"CB136*CD136","v":142.06430446194224},null,null,null,null,null,null,null,"Inlet pipe, 450 mm",{"$f":"CN24","v":15},"m",{"$f":"UnitCosts!L51","v":97.669209317585285},{"$f":"CN136*CP136","v":1465.0381397637793}]
[null,null,"Overflow pipes",{"$f":"BRDesign!M82","v":1.6849999999999998},"m",{"$f":"UnitCosts!L49","v":42.796871719160102},{"$f":"F137*D137","v":72.112728846784762},null,null,null,null,null,"Culvert TOTAL",null,null,null,{"$f":"SUM(Q134:Q136)","v":1103.1009112860893},null,null,null,null,null,null,"Culvert TOTAL",null,null,null,{"$f":"SUM(AB134:AB136)","v":0},null,null,null,"Root Barrier",{"$f":"GRDesign!K69","v":1936},"m2",{"$f":"UnitCosts!L117","v":5.66},{"$f":"AG137*AI137","v":10957.76},null,null,null,null,"Hydrodynamic Separator",{"$f":"IF(ICDesign!F84=0,0,IF(ICDesign!K80=0,0,1))","v":1},"each",{"$f":"OGSSize!H5","v":6300},{"$f":"AP137*AR137","v":6300},null,null,null,"Geotextile",{"$f":"(AX48*AX15*2)+(AX48*AX43*2)+(AX15*AX43*2)","v":333.59321604163762},"m2",{"$f":"UnitCosts!L87","v":1.8384669776739999},{"$f":"AX137*AZ137","v":613.30011166861925},null,null,null,"Clean out pipe",{"$f":"PICPDesign!K83","v":0.23},"m",{"$f":"UnitCosts!L47","v":21.842386811023619},{"$f":"BH137*BF137","v":5.0237489665354325},null,null,null,"Precast concrete tank for filter",{"$f":"RWHDesign!K82","v":1},"each",{"$f":"UnitCosts!L151","v":4492.4994999999999},4492.4994999999999,null,null,null,null,null,null,null,null,null,"Inlet erosion splash pad (plantable pavers)",2,"m2",{"$f":"UnitCosts!L147","v":129.53947979194547},{"$f":"CB137*CD137","v":259.07895958389093},null,null,null,null,null,null,null,"Inlet pipe anchoring block, concrete cast-in-place",1,"m",{"$f":"UnitCosts!L41","v":142.06430446194224},{"$f":"CN137*CP137","v":142.06430446194224}]
[null,null,"Pipe to sewer",{"$f":"BRDesign!M83","v":11},"m",{"$f":"UnitCosts!L49","v":42.796871719160102},{"$f":"F138*D138","v":470.7655889107611},null,null,null,null,null,"Catchbasin",{"$f":"EGSDesign!K89","v":0},"each",{"$f":"UnitCosts!L95","v":1623.7949999999998},{"$f":"N138*P138","v":0},null,null,null,null,null,null,"Catchbasin ",{"$f":"VFSDesign!K84","v":1},"each",{"$f":"UnitCosts!L95","v":1623.7949999999998},{"$f":"Y138*AA138","v":1623.7949999999998},null,null,null,"Insulation",{"$f":"GRDesign!K70","v":1936},"m2",{"$f":"UnitCosts!L118","v":48.17},93257.12000000001,null,null,null,null,"Trench from separator to manhole",{"$f":"IF(ICDesign!F84=0,0,IF(ICDesign!K80=0,0,2))","v":2},"m",{"$f":"UnitCosts!L38","v":24.64815682414698},{"$f":"AP138*AR138","v":49.29631364829396},null,null,null,"Roof to system",{"$f":"IF(ITDesign!F78=0,0,IF(ITDesign!F65=0,0,1))","v":0},"each",{"$f":"UnitCosts!L57","v":148.30661000000001},0,null,null,null,"Pipe to catchbasin",{"$f":"PICPDesign!K84","v":0.5},"m",{"$f":"UnitCosts!L48","v":30.188664698162729},{"$f":"BH138*BF138","v":15.094332349081364},null,null,null,"Install filter into tank + delivery",{"$f":"RWHDesign!K83","v":2},"each",{"$f":"UnitCosts!L152","v":2060},4120,null,null,null,null,null,null,null,null,null,"Manhole outlet structure",null,null,null,{"$f":"SUM(CE139:CE142)","v":6878.9738217191598},null,null,null,null,null,null,null,"Inlet erosion splash pad (plantable pavers)",2,"m2",{"$f":"UnitCosts!L147","v":129.53947979194547},{"$f":"CN138*CP138","v":259.07895958389093}]
[null,null,"Monitoring pipes",{"$f":"BRDesign!M84","v":2},"each",{"$f":"(UnitCosts!L44)*(BRDesign!G80+BRDesign!G72)","v":91.262997088254565},{"$f":"D139*F139","v":182.52599417650913},null,null,null,null,null,"Catchbasin  ",null,null,null,null,null,null,null,null,null,null,"Catchbasin  ",null,null,null,null,null,null,null,"Drainage Layer + Filter Cloth",{"$f":"GRDesign!K71","v":1936},"m2",{"$f":"UnitCosts!L119","v":11.422700000000001},22114.3472,null,null,null,null,"Pipe from separator to manhole",{"$f":"IF(ICDesign!F84=0,0,IF(ICDesign!K80=0,0,1))","v":1},"each",{"$f":"UnitCosts!L55+UnitCosts!L58","v":262.35583362204721},{"$f":"AP139*AR139","v":262.35583362204721},null,null,null,"Hydrodynamic Separator",{"$f":"IF(ITDesign!F78=0,0,IF(ITDesign!F66=0,0,1))","v":1},"each",{"$f":"OGSSize!H6","v":6300},6300,null,null,null,"Monitoring pipes",{"$f":"PICPDesign!K85","v":1},"m",{"$f":"UnitCosts!L44","v":54.162016076115478},{"$f":"BH139*BF139","v":54.162016076115478},null,null,null,"Bedding",{"$f":"RWHDesign!K84","v":0.91199999999999992},"m3",{"$f":"UnitCosts!L82+UnitCosts!L17","v":61.585791578107532},56.166241919234068,null,null,null,null,null,null,null,null,null,"Concrete manhole, outlet Structure",1,"each",{"$f":"UnitCosts!L136","v":5764.4722499999998},{"$f":"CD139*CB139","v":5764.4722499999998},null,null,null,null,null,null,null,"Manhole outlet structure",null,null,null,{"$f":"SUM(CQ140:CQ143)","v":7054.8480099999997}]
[null,null,"Fittings (materials & labour)",null,null,null,{"$f":"SUM(G141:G149)","v":4502.9858971249996},null,null,null,null,null,"Catchbasin installation",null,null,null,null,null,null,null,null,null,null,"Catchbasin installation",null,null,null,null,null,null,null,"Irrigation System",{"$f":"GRDesign!K72","v":0},"m2",{"$f":"UnitCosts!L120","v":27.382813256837775},0,null,null,null,null,"Bedding from separator to manhole",{"$f":"IF(ICDesign!F84=0,0,IF(ICDesign!K80=0,0,2))","v":2},"m",{"$f":"UnitCosts!L39","v":20.705872375328081},{"$f":"AP140*AR140","v":41.411744750656162},null,null,null,"Overflow",1,"each",{"$f":"UnitCosts!L58","v":218.67105999999998},218.67105999999998,null,null,null,"Delivery",{"$f":"IF(PICPDesign!K86=\"No\",0,1)","v":1},"unit ",{"$f":"UnitCosts!L43","v":205.6807},{"$f":"BH140*BF140","v":205.6807},null,null,null,"Attach pipes to tank",{"$f":"RWHDesign!K85","v":3},"each",{"$f":"UnitCosts!L71","v":90.071908649999997},270.21572594999998,null,null,null,null,null,null,null,null,null,"Manhole conveyance pipe attachment, 200 mm rubber boot",1,"each",{"$f":"UnitCosts!L49","v":42.796871719160102},{"$f":"CD140*CB140","v":42.796871719160102},null,null,null,null,null,null,null,"Concrete manhole, outlet Structure",1,"each",{"$f":"UnitCosts!L136","v":5764.4722499999998},{"$f":"CP140*CN140","v":5764.4722499999998}]
[null,null,"Underdrain end caps",{"$f":"IF(BRDesign!M80=0,0,3)","v":3},"units",{"$f":"UnitCosts!L75+UnitCosts!L70","v":329.57625849999999},{"$f":"D141*F141","v":988.72877549999998},null,null,null,null,null,"Catchbasin TOTAL",null,null,null,{"$f":"SUM(Q138:Q140)","v":0},null,null,null,null,null,null,"Catchbasin TOTAL",null,null,null,{"$f":"SUM(AB138:AB140)","v":1623.7949999999998},null,null,null,"Aluminum Edging - 4.5\"",{"$f":"IF(GRDesign!F71=4,GRDesign!K73,0)","v":0},"m",{"$f":"UnitCosts!L121","v":49.02},0,null,null,null,null,"Pipe - attach parking lot to separator",null,null,null,null,null,null,null,"Perforated pipe",{"$f":"AX48-0.6","v":115.57640224917516},"m2",{"$f":"UnitCosts!L46","v":95.893405511811011},11083.01480847634,null,null,null,"Underdrain end caps",{"$f":"IF(PICPDesign!K82=0,0,1)","v":1},"units",{"$f":"UnitCosts!L73+UnitCosts!L70","v":186.6822985},{"$f":"BF141*BH141","v":186.6822985},null,null,null,"Backfill",{"$f":"RWHDesign!K86","v":5.175283511525917},"Lm3",{"$f":"UnitCosts!L89","v":1.7981873115733991},9.3061291442209289,null,null,null,null,null,null,null,null,null,"Manhole cleanout pipe attachment, 300 mm rubber boot",2,"each",{"$f":"UnitCosts!L58","v":218.67105999999998},437.34211999999997,null,null,null,null,null,null,null,"Manhole conveyance pipe attachment, 300 mm rubber boot",1,"each",{"$f":"UnitCosts!L58","v":218.67105999999998},{"$f":"CP141*CN141","v":218.67105999999998}]
[null,null,"Underdrain tees",{"$f":"IF(BRDesign!M80=0,0,3)","v":3},"units",{"$f":"UnitCosts!L78","v":206.76322999999999},620.28968999999995,null,null,null,null,null,"Pipe to catchbasin (mat + labour)",{"$f":"N17","v":5},"m",{"$f":"UnitCosts!L49","v":42.796871719160102},{"$f":"N142*P142","v":213.9843585958005},null,null,null,null,null,null,"Pipe to catchbasin (mat + labour)",{"$f":"Y44","v":5},"m",{"$f":"UnitCosts!L49","v":42.796871719160102},{"$f":"Y142*AA142","v":213.9843585958005},null,null,null,"Aluminum Edging - 6.5\"",{"$f":"IF(GRDesign!F71=6,GRDesign!K73,0)","v":234.40159999999997},"m",{"$f":"UnitCosts!L122","v":81.459999999999994},19094.354335999997,null,null,null,null,"Hydrodynamic Separator & Piping/Attachments",null,null,null,{"$f":"SUM(AS137:AS141)","v":6653.0638920209976},null,null,null,"End cap",1,"each",{"$f":"UnitCosts!L70+UnitCosts!L74","v":195.8838035},195.8838035,null,null,null,"Underdrain coupler",{"$f":"IF(PICPDesign!K82=0,0,1)","v":1},"units",{"$f":"UnitCosts!L76+UnitCosts!L70","v":196.42506849999998},196.42506849999998,null,null,null,"Compack backfill",{"$f":"RWHDesign!K87","v":3.7262041282986607},"Cm3",{"$f":"UnitCosts!L107","v":3.9786664137962608},14.825323216210855,null,null,null,null,null,null,null,null,null,"Manhole outlet pipe attachment, 450 mm rubber boot",2,"each",{"$f":"UnitCosts!L59","v":317.18128999999999},634.36257999999998,null,null,null,null,null,null,null,"Manhole cleanout pipe attachment, 300 mm rubber boot",2,"each",{"$f":"UnitCosts!L58","v":218.67105999999998},437.34211999999997]
[null,null,"Cleanout caps",{"$f":"IF(BRDesign!M81=0,0,2)","v":2},"units",{"$f":"UnitCosts!L79","v":235.99153999999999},471.98307999999997,null,null,null,null,null,"Pipe to catchbasin fittings + labour",{"$f":"IF(N142=0,0,1)","v":1},"units",{"$f":"UnitCosts!L57","v":148.30661000000001},{"$f":"N143*P143","v":148.30661000000001},null,null,null,null,null,null,"Pipe to catchbasin fittings + labour",{"$f":"IF(Y142=0,0,1)","v":1},"units",{"$f":"UnitCosts!L57","v":148.30661000000001},{"$f":"Y143*AA143","v":148.30661000000001},null,null,null,"Edging TOTAL",null,null,null,{"$f":"SUM(AJ141:AJ142)","v":19094.354335999997},null,null,null,null,"Roof to system",{"$f":"IF(ICDesign!F84=0,0,IF(ICDesign!F65=0,0,1))","v":1},"each",{"$f":"UnitCosts!L57","v":148.30661000000001},{"$f":"AP143*AR143","v":148.30661000000001},null,null,null,"Perforated pipe TOTAL",null,null,null,{"$f":"SUM(BA141:BA142)","v":11278.898611976341},null,null,null,"Cleanout caps",{"$f":"IF(PICPDesign!K83=0,0,1)","v":1},"units",{"$f":"UnitCosts!L79+UnitCosts!L70","v":370.71239849999995},370.71239849999995,null,null,null,"Precast concrete tank (below ground)",{"$f":"RWHDesign!K88/1000","v":15},"m3",{"$f":"UnitCosts!L153","v":345.55458243869367},5183.3187365804051,null,null,null,null,null,null,null,null,null,"Outlet pipe from manhole to sewer- 450 mm",{"$f":"CB35","v":25},"m",{"$f":"UnitCosts!L51","v":97.669209317585285},{"$f":"CD143*CB143","v":2441.7302329396321},null,null,null,null,null,null,null,"Manhole outlet pipe attachment, 450 mm rubber boot",2,"each",{"$f":"UnitCosts!L59","v":317.18128999999999},{"$f":"CP143*CN143","v":634.36257999999998}]
[null,null,"Cleanout tees",{"$f":"IF(BRDesign!M81=0,0,2)","v":2},"units",{"$f":"UnitCosts!L78","v":206.76322999999999},413.52645999999999,null,null,null,null,null,"Catchbasin pipe TOTAL",null,null,null,{"$f":"SUM(Q142:Q143)","v":362.29096859580051},null,null,null,null,null,null,"Catchbasin pipe TOTAL",null,null,null,{"$f":"SUM(AB142:AB143)","v":362.29096859580051},null,null,null,"Aluminum Corners - 4.5\"",{"$f":"IF(GRDesign!F71=4,GRDesign!K74,0)","v":0},"unit",{"$f":"UnitCosts!L123","v":44.351800000000004},{"$f":"AG144*AI144","v":0},null,null,null,null,"Overflow",1,"each",{"$f":"UnitCosts!L58","v":218.67105999999998},{"$f":"AP144*AR144","v":218.67105999999998},null,null,null,"Line pipe with fabris and expandable rings",{"$f":"AX48*3.14*0.3","v":109.43817091872299},"m2",{"$f":"UnitCosts!L139","v":26.683677599216388},{"$f":"AX144*AZ144","v":2920.2128698431429},null,null,null,"Cleanout tees",{"$f":"IF(PICPDesign!K83=0,0,1)","v":1},"units",{"$f":"UnitCosts!L77","v":149.38914},149.38914,null,null,null,"Tank delivery",{"$f":"RWHDesign!K89","v":1},"each",{"$f":"UnitCosts!L155","v":239.99},239.99,null,null,null,null,null,null,null,null,null,"Conveyance Pipe - 200 mm",{"$f":"CB32","v":5},"m",{"$f":"UnitCosts!L49","v":42.796871719160102},{"$f":"CD144*CB144","v":213.9843585958005},null,null,null,null,null,null,null,"Outlet pipe from manhole to sewer- 450 mm",{"$f":"CN30","v":25},"m",{"$f":"UnitCosts!$L$51","v":97.669209317585285},{"$f":"CP144*CN144","v":2441.7302329396321}]
[null,null,"Overflow inlet guard",{"$f":"IF(BRDesign!M82=0,0,1)","v":1},"units",{"$f":"UnitCosts!L80+UnitCosts!L70","v":214.43504912500001},214.43504912500001,null,null,null,null,null,"Catchbasin pipe delivery",{"$f":"IF(N138=1,1,0)","v":0},"item",{"$f":"UnitCosts!L43","v":205.6807},{"$f":"N145*P145","v":0},null,null,null,null,null,null,"Catchbasin pipe delivery",{"$f":"IF(Y138=1,1,0)","v":1},"unit",{"$f":"UnitCosts!L43","v":205.6807},{"$f":"Y145*AA145","v":205.6807},null,null,null,"Aluminum Corners - 6.5\"",{"$f":"IF(GRDesign!F71=6,GRDesign!K74,0)","v":24},"unit",{"$f":"UnitCosts!L124","v":59.183800000000005},{"$f":"AG145*AI145","v":1420.4112},null,null,null,null,"Geotextile around stone",{"$f":"(2*AP17)+(2*AP56*AP15)+(2*AP56*AP16)","v":297.65483424000001},"m2",{"$f":"UnitCosts!L87","v":1.8384669776739999},{"$f":"AP145*AR145","v":547.22858349526825},null,null,null,"Monitoring wells pipe",{"$f":"AX51*(ROUND(AX48/15,0))","v":12.255999999999998},"each",{"$f":"UnitCosts!L44","v":54.162016076115478},{"$f":"AX145*AZ145","v":663.80966902887121},null,null,null,"Monitoring pipe caps",{"$f":"IF(PICPDesign!K85=0,0,1)","v":1},"units",{"$f":"UnitCosts!L79+UnitCosts!L70","v":370.71239849999995},370.71239849999995,null,null,null,"Standard tank access riser",{"$f":"RWHDesign!K90","v":1},"each",{"$f":"UnitCosts!L154","v":704.43759999999997},704.43759999999997,null,null,null,null,null,null,null,null,null,"Conveyance Pipe orifice control, gate valve, 200 mm",1,"each",{"$f":"UnitCosts!L62","v":2679.2617499999997},{"$f":"CD145*CB145","v":2679.2617499999997},null,null,null,null,null,null,null,"Conveyance Pipe - 300 mm",{"$f":"CN27","v":5},"m",{"$f":"UnitCosts!L50","v":74.583759842519669},{"$f":"CP145*CN145","v":372.91879921259834}]
[null,null,"Overflow tee",{"$f":"IF(BRDesign!M82=0,0,1)","v":1},"units",{"$f":"UnitCosts!L78","v":206.76322999999999},206.76322999999999,null,null,null,null,null,"Pipe for driveway culvert (incl delivery)",{"$f":"N23","v":8.4},"m",{"$f":"UnitCosts!L94","v":129.6336778215223},{"$f":"N146*P146","v":1088.9228937007874},null,null,null,null,null,null,"Curbs & gutter with curb inlets",{"$f":"VFSDesign!K87","v":50},"m",{"$f":"UnitCosts!L92","v":95.893405511811011},{"$f":"Y146*AA146","v":4794.6702755905508},null,null,null,"Corners TOTAL",null,null,null,{"$f":"SUM(AJ144:AJ145)","v":1420.4112},null,null,null,null,"Geotextile for scour protection",{"$f":"3.8*AP16","v":34.738079999999997},"m2",{"$f":"UnitCosts!L87","v":1.8384669776739999},{"$f":"AP146*AR146","v":63.864812947797617},null,null,null,"Monitoring wells pieces",{"$f":"ROUND(AX48/15,0)","v":8},"each",{"$f":"UnitCosts!L73+UnitCosts!L70+UnitCosts!L79+UnitCosts!L70","v":557.39469699999995},{"$f":"AX146*AZ146","v":4459.1575759999996},null,null,null,"Monitoring pipe footplates",{"$f":"IF(PICPDesign!K85=0,0,1)","v":1},"units",{"$f":"UnitCosts!L73+UnitCosts!L70","v":186.6822985},186.6822985,null,null,null,"Plastic tank (above ground)",{"$f":"RWHDesign!K91/1000","v":0},"m3",{"$f":"IF(BN146<4,UnitCosts!L156,UnitCosts!L157)","v":2024.6210306249291},0,null,null,null,null,null,null,null,null,null,"Conveyance pipe trash grate",1,"each",{"$f":"UnitCosts!L67","v":58.15914634375001},58.15914634375001,null,null,null,null,null,null,null,"Outlet Pipe clean out gate valve, 450 mm",1,"each",{"$f":"UnitCosts!L65","v":22083.611999999997},{"$f":"CP146*CN146","v":22083.611999999997}]
[null,null,"Overflow endcap/footplate",{"$f":"IF(BRDesign!M82=0,0,1)","v":1},"units",{"$f":"UnitCosts!L73+UnitCosts!L70","v":186.6822985},186.6822985,null,null,null,null,null,"Delivery",{"$f":"IF(N146>0,1,0)","v":1},"each",{"$f":"UnitCosts!L43","v":205.6807},{"$f":"N147*P147","v":205.6807},null,null,null,null,null,null,"Sod",{"$f":"Y7","v":1000},"m2",{"$f":"UnitCosts!L96","v":4.9522109081515122},{"$f":"Y147*AA147","v":4952.2109081515118},null,null,null,"Vegetation-free zone stone",{"$f":"AG20","v":8.8062520953600014},"m2",{"$f":"UnitCosts!L85","v":50.34},{"$f":"AG147*AI147","v":443.30673048042252},null,null,null,null,"Gextextile for isolator row",{"$f":"IF(ICDesign!K80>=1,((1.4*AP15*2)+(2*AP15))*ICDesign!K80,0)","v":65.393280000000004},"m2",{"$f":"UnitCosts!L87","v":1.8384669776739999},{"$f":"AP147*AR147","v":120.22338584178964},null,null,null,"Monitoring wells TOTAL",null,null,null,{"$f":"SUM(BA145:BA146)","v":5122.9672450288708},null,null,null,"Total Fittings",null,null,null,{"$f":"SUM(BI141:BI146)","v":1460.6036024999999},null,null,null,"Tank bedding",{"$f":"RWHDesign!K92","v":1.0728960000000003},"m3",{"$f":"UnitCosts!L82+UnitCosts!L17","v":61.585791578107532},66.075149440985271,null,null,null,null,null,null,null,null,null,"Cleanout drains, 300 mm",{"$f":"CB94+CB95","v":43.975239984222235},"m",{"$f":"UnitCosts!L49","v":42.796871719160102},{"$f":"CD147*CB147","v":1882.0027044240392},null,null,null,null,null,null,null,"Outlet pipe perforated riser. 300 mm",1,"m",{"$f":"UnitCosts!L46","v":95.893405511811011},95.893405511811011]
[null,null,"Monitoring pipe caps",{"$f":"IF(BRDesign!M84=0,0,2)","v":2},"units",{"$f":"UnitCosts!L79+UnitCosts!L70","v":370.71239849999995},741.4247969999999,null,null,null,null,null,"Driveway culvert pipe TOTAL",null,null,null,{"$f":"SUM(Q146:Q147)","v":1294.6035937007873},null,null,null,null,null,null,"Stone inlets area",0.5,"m2",null,null,null,null,null,"Labour - hand spread",{"$f":"AG20","v":8.8062520953600014},"m3",null,{"$f":"AG148*AI148","v":0},null,null,null,null,"Geotextile TOTAL",null,null,null,{"$f":"SUM(AS145:AS147)","v":731.31678228485555},null,null,null,"50 mm stone",{"$f":"(AX49*AX46)-(3.14*0.15^2*AX48)","v":41.980342952739441},"Cm3",{"$f":"UnitCosts!L83+UnitCosts!L15","v":46.87570611682613},{"$f":"AX148*AZ148","v":1967.8582189361869},null,null,null,"Manhole adaptor",{"$f":"PICPDesign!K88","v":1},"units",{"$f":"UnitCosts!L56","v":132.06865999999999},{"$f":"BF148*BH148","v":132.06865999999999},null,null,null,"Installation/Craning",{"$f":"RWHDesign!K93","v":1},"days",{"$f":"UnitCosts!L158","v":1171.29746},1171.29746,null,null,null,null,null,null,null,null,null,"Trash grate for cleanout drains",2,"each",{"$f":"UnitCosts!L68","v":155.03538434375002},310.07076868750005,null,null,null,null,null,null,null,"Pretreatment cleanout drain, 300 mm",{"$f":"CN77","v":141.14171440954476},"m",{"$f":"UnitCosts!L49","v":42.796871719160102},6040.4238458076179]
[null,null,"Monitoring pipe footplates",{"$f":"IF(BRDesign!M84=0,0,2)","v":2},"units",{"$f":"UnitCosts!L75+UnitCosts!L70","v":329.57625849999999},659.15251699999999,null,null,null,null,null,"Compost Placement",{"$f":"N61","v":8.3333333333333339},"m3",{"$f":"UnitCosts!L34","v":8.9909365578669949},{"$f":"N149*P149+15","v":89.924471315558293},null,null,null,null,null,null,"Stone Inlets",9,"inlets",null,null,null,null,null,"Vegetation-free zone total",null,null,null,{"$f":"SUM(AJ147:AJ148)","v":443.30673048042252},null,null,null,null,"50 mm stone",{"$f":"ICDesign!K85","v":86.060874077568002},"Cm3",{"$f":"UnitCosts!L83+UnitCosts!L15","v":46.87570611682613},{"$f":"AP149*AR149","v":4034.1642414172579},null,null,null,"Compact stone",{"$f":"AX148","v":41.980342952739441},"Em3",{"$f":"UnitCosts!L102","v":1.3451007448777392},{"$f":"AX149*AZ149","v":56.467790575952776},null,null,null,"Flow restrictor",{"$f":"PICPDesign!K89","v":1},"each",{"$f":"UnitCosts!L81+UnitCosts!L70","v":865.42860849999988},865.42860849999988,null,null,null,"Attach connections",{"$f":"RWHDesign!K94","v":5},"each",{"$f":"UnitCosts!L71","v":90.071908649999997},450.35954325,null,null,null,null,null,null,null,null,null,"Cleanout pipe Gate Valves, 300 mm",2,"each",{"$f":"UnitCosts!L63","v":5980.9782499999992},11961.956499999998,null,null,null,null,null,null,null,"Trash grate for cleanout drain",{"$f":"IF($CN$148=0,0,1)","v":1},"each",{"$f":"UnitCosts!L68","v":155.03538434375002},155.03538434375002]
[null,null,null,null,null,null,null,null,null,null,null,null,"Compost Till",{"$f":"N149","v":8.3333333333333339},"m2",{"$f":"UnitCosts!L35","v":0.958074340478},{"$f":"N150*P150","v":7.9839528373166671},null,null,null,null,null,null,"Stone inlets total volume",{"$f":"Y148*Y149*0.1","v":0.45},"m3",{"$f":"UnitCosts!L83+UnitCosts!L84","v":229.37047980871228},{"$f":"Y150*AA150","v":103.21671591392052},null,null,null,"Growth Medium 4'",{"$f":"IF(AG46=4,GRDesign!K76,0)","v":0},"m2",{"$f":"UnitCosts!L125","v":45.43},{"$f":"AG150*AI150","v":0},null,null,null,null,"Compact stone",{"$f":"ICDesign!K85","v":86.060874077568002},"Em3",{"$f":"UnitCosts!L101","v":14.158955209239364},{"$f":"AP150*AR150*2","v":2437.0641226645489},null,null,null,"50 mm stone TOTAL",null,null,null,{"$f":"SUM(BA148:BA149)","v":2024.3260095121395},null,null,null,"Sub-base (50mm clear limestone)",{"$f":"PICPDesign!K90","v":""},"m3",{"$f":"UnitCosts!L83","v":44.38373},{"$error":"#VALUE!"},null,null,null,"Backfill",{"$f":"RWHDesign!K95","v":154.08685540145845},"Lm3",{"$f":"UnitCosts!L90","v":5.238813427418564},807.23228706586326,null,null,null,null,null,null,null,null,null,"Forebay berm ",{"$f":"CB75","v":31.874382429716192},"m3",{"$f":"IF(CB11=\"compacted earth\",UnitCosts!L20+UnitCosts!L25,UnitCosts!L86)","v":58.904085461477599},1877.5313466718226,null,null,null,null,null,null,null,"Cleanout pipe Gate Valves, 300 mm",{"$f":"IF($CN$148=0,0,1)","v":1},"each",{"$f":"UnitCosts!L63","v":5980.9782499999992},5980.9782499999992]
[null,null,"Manhole adaptor",{"$f":"BRDesign!M87","v":2},"units",{"$f":"UnitCosts!L57","v":148.30661000000001},{"$f":"D151*F151","v":296.61322000000001},null,null,null,null,null,"Curbs & gutter with curb inlets",{"$f":"EGSDesign!K94","v":42.10526315789474},"m",{"$f":"UnitCosts!L92","v":95.893405511811011},4037.6170741815167,null,null,null,null,null,null,"Stone inlets geotextile",{"$f":"Y149*Y148","v":4.5},"m2",{"$f":"UnitCosts!L87","v":1.8384669776739999},8.2731013995329992,null,null,null,"Growth Medium 6\"",{"$f":"IF(AG46=6,GRDesign!K76,0)","v":1819.8918506359121},"m2",{"$f":"UnitCosts!L126","v":58.89},{"$f":"AG151*AI151","v":107173.43108394886},null,null,null,null,"50 mm stone TOTAL",null,null,null,{"$f":"SUM(AS149:AS150)","v":6471.2283640818068},null,null,null,"Place fill ",{"$f":"AX114","v":87.132301686881334},"Bm3",{"$f":"UnitCosts!L15","v":2.4919761168261276},{"$f":"AX151*AZ151","v":217.13161480779721},null,null,null,"Sub-base compaction",{"$f":"PICPDesign!K91","v":0},"m2",{"$f":"UnitCosts!L105","v":3.9488199168349989},0,null,null,null,"Compact backfill",{"$f":"RWHDesign!K96","v":110.94253588905009},"Cm3",{"$f":"UnitCosts!L107","v":3.9786664137962608},441.40334140314991,null,null,null,null,null,null,null,null,null,"Service road",{"$f":"CB93","v":39.999999999999993},"m",{"$f":"UnitCosts!L27","v":319.05044846954888},12762.017938781953,null,null,null,null,null,null,null,"Service road",{"$f":"CN76","v":40},"m",{"$f":"UnitCosts!L27","v":319.05044846954888},{"$f":"CP151*CN151","v":12762.017938781955}]
[null,null,"Delivery",{"$f":"IF(BRDesign!G64=\"\",0,IF(BRDesign!G64=\"Full Infiltration\",1,2))","v":2},"each",{"$f":"UnitCosts!L43","v":205.6807},411.3614,null,null,null,null,null,"Sod",{"$f":"SUM(N64:N67)","v":233.4375987179576},"m2",{"$f":"UnitCosts!L96","v":4.9522109081515122},1156.032222743765,null,null,null,null,null,null,"Top Soil Hauling",{"$f":"Y43","v":250},"m3",{"$f":"UnitCosts!L32","v":3.7521231304484308},938.03078261210771,null,null,null,"Growing Medium TOTAL",null,null,null,{"$f":"SUM(AJ150:AJ151)","v":107173.43108394886},null,null,null,null,"Infiltration Chambers & End caps",{"$f":"ICDesign!K84","v":78.084000000000003},"m",{"$f":"UnitCosts!L138","v":154.49493110236219},{"$f":"AR152*AP152","v":12063.58220019685},null,null,null,"Compact fill in 6\" lifts to 95% Proctor density",{"$f":"AX114","v":87.132301686881334},"Cm3",{"$f":"UnitCosts!L103","v":3.6813283544022344},{"$f":"AX152*AZ152","v":320.7626127842459},null,null,null,"Base (19mm clear limestone)",{"$f":"PICPDesign!K92","v":100},"m3",{"$f":"UnitCosts!L82","v":59.467611878805322},5946.7611878805319,null,null,null,"Submersible pump",{"$f":"RWHDesign!K97","v":1},"each",{"$f":"UnitCosts!L159","v":290.45999999999998},290.45999999999998,"not scalable",null,null,null,null,null,null,null,null,"Perimeter fence",{"$f":"2*(CB91+CB90)","v":270.23399905981364},"m",{"$f":"UnitCosts!L28","v":101.22081692913385},27353.306146861123,null,null,null,null,null,null,null,"Perimeter fence",{"$f":"2*(CN74+CN73)","v":548.13943686611753},"m",{"$f":"UnitCosts!L28","v":101.22081692913385},{"$f":"CP152*CN152","v":55483.121590663803}]
[null,null,"Stone inlets",{"$f":"BRDesign!M88","v":0.30000000000000004},"m3",{"$f":"UnitCosts!L83","v":44.38373},13.315119000000003,"Stone",null,null,null,null,"0.3 m curb",{"$f":"IF(EGSDesign!F75=\"Curb\",R46*N19,0)","v":0},"m",{"$f":"UnitCosts!L98","v":60.022168635170601},0,null,null,null,null,null,null,"Top Soil Placement",{"$f":"Y152","v":250},"m3",{"$f":"UnitCosts!L33","v":8.9909365578669949},2247.7341394667487,null,null,null,"Plants - Plugs",{"$f":"IF(AG47=\"Plugs\",AG21,0)","v":0},"m2",{"$f":"UnitCosts!L127","v":126.44},{"$f":"AG153*AI153","v":0},null,null,null,null,"Place fill ",{"$f":"AP112","v":48.5711856864},"Bm3",{"$f":"UnitCosts!L11","v":16.424388042717659},{"$f":"AP153*AR153","v":797.75200140832726},null,null,null,"Proctor test",1,"test",{"$f":"UnitCosts!L108","v":146.14155},{"$f":"AX153*AZ153","v":146.14155},null,null,null,"Base compaction",{"$f":"PICPDesign!K93","v":0},"m2",{"$f":"UnitCosts!L106","v":2.5893901094},0,null,null,null,"Pressure tank",{"$f":"RWHDesign!K98","v":1},"each",{"$f":"UnitCosts!L160+UnitCosts!L161","v":1058.8779999999999},1058.8779999999999,"not scalable",null,null,null,null,null,null,null,null,"Perimeter fence gate",1,"each",{"$f":"UnitCosts!L29","v":1380.2257499999998},1380.2257499999998,null,null,null,null,null,null,null,"Perimeter fence gate",1,"each",{"$f":"UnitCosts!L29","v":1380.2257499999998},{"$f":"CP153*CN153","v":1380.2257499999998}]
[null,null,"Stone",{"$f":"BRDesign!M89","v":55.999999999999993},"Cm3",{"$f":"UnitCosts!L83","v":44.38373},2485.4888799999999,"Stone Splash pads  ",{"$f":"ROUNDDOWN((D78*2+D79*2)/6,0)","v":6},"units",null,null,"biofilter sock",{"$f":"IF(EGSDesign!F75=\"Filter sock\",R51*N19,0)","v":0},"m",{"$f":"UnitCosts!L99","v":19.840375000000002},0,null,null,null,null,null,null,"Compost Placement",{"$f":"Y8*Y9*Y13","v":50},"m3",{"$f":"UnitCosts!L34","v":8.9909365578669949},449.54682789334976,null,null,null,"Plants - Mats",{"$f":"IF(AG47=\"Mats\",GRDesign!K76,0)","v":1819.8918506359121},"m2",{"$f":"UnitCosts!L128","v":72.6768},{"$f":"AG154*AI154","v":132263.91605029604},null,null,null,null,"Compact fill in 6\" lifts to 95% Proctor density",{"$f":"AP112","v":48.5711856864},"Cm3",{"$f":"UnitCosts!L103","v":3.6813283544022344},{"$f":"AP154*AR154","v":178.80648307428027},null,null,null,"Nuclear density test",4,"test",{"$f":"UnitCosts!L109","v":41.677405},{"$f":"AX154*AZ154","v":166.70962},null,null,null,"Compaction test",{"$f":"PICPDesign!K94","v":2},"tests",{"$f":"UnitCosts!L109","v":41.677405},83.354810000000001,null,null,null,"Pump float switch  ",{"$f":"RWHDesign!K99","v":1},"each",{"$f":"UnitCosts!L162","v":233.78310669999996},233.78310669999996,null,null,null,null,null,null,null,null,null,"Site Planting",null,null,null,{"$f":"SUM(CE155:CE162)","v":113103.09227115096},null,null,null,null,null,null,null,"Site Planting",null,null,null,{"$f":"SUM(CQ155:CQ161)","v":420883.14591008768}]
[null,null,"Pea gravel, including labour",{"$f":"BRDesign!M90","v":10},"m3",{"$f":"UnitCosts!L85+UnitCosts!L15","v":52.831976116826134},528.31976116826138,"Stone Splash pads area",0.5,"m2",null,null,"rocks 50 mm clear",{"$f":"IF(EGSDesign!F75=\"Rock\",S71*N19,0)","v":2.6999999999999997},"m",{"$f":"UnitCosts!L100","v":133.18528543307085},359.60027066929126,null,null,null,null,null,null,"Compost Till",{"$f":"Y7","v":1000},"m2",{"$f":"UnitCosts!L35","v":0.958074340478},958.07434047799995,null,null,null,"Plants",null,null,null,{"$f":"SUM(AJ153:AJ154)","v":132263.91605029604},null,null,null,null,"Proctor test",1,"test",{"$f":"UnitCosts!L108","v":146.14155},{"$f":"AP155*AR155","v":146.14155},null,null,null,"Fill TOTAL",null,null,null,{"$f":"SUM(BA151:BA154)","v":850.7453975920431},null,null,null,"Concrete curb",{"$f":"PICPDesign!K95","v":30},"m ",{"$f":"UnitCosts!L140","v":49.900086942257211},1497.0026082677164,null,null,null,"Pump float electrical wiring",{"$f":"IF(RWHDesign!F65=\"Above-ground Plastic\",5,15)","v":15},"m",{"$f":"UnitCosts!L163","v":2.3975},35.962499999999999,null,null,null,null,null,null,null,null,null,"Condition top soil, mobilization",1,"each",{"$f":"UnitCosts!L180","v":530.4396999999999},{"$f":"CD155*CB155","v":530.4396999999999},null,null,null,null,null,null,null,"Condition top soil, mobilization",1,"each",{"$f":"UnitCosts!L180","v":530.4396999999999},{"$f":"CP155*CN155","v":530.4396999999999}]
[null,null,"Geotextile",{"$f":"BRDesign!M91","v":10},"m2",{"$f":"UnitCosts!L87","v":1.8384669776739999},18.384669776739997,"Total area of pads",{"$f":"I155*I154","v":3},"m2",null,null,"Geotextile",{"$f":"IF(EGSDesign!F75=\"Rock\",R76*N19,0)","v":15.75},"m2",{"$f":"UnitCosts!L87","v":1.8384669776739999},28.955854898365498,null,null,null,null,null,null,"Compost Amendments TOTAL",null,null,null,{"$f":"SUM(AB152:AB155)","v":4593.3860904502062},null,null,null,"Plants - savngs in growth medium if mats are used",null,null,null,{"$f":"IF(GRDesign!F72=\"Mats\",IF(CapitalCosts!AJ150>0,CapitalCosts!AJ150/4,CapitalCosts!AJ151/6),0)","v":17862.238513991477},null,null,null,null,"Nuclear density test",4,"test",{"$f":"UnitCosts!L109","v":41.677405},{"$f":"AP156*AR156","v":166.70962},null,null,null,null,null,null,null,null,null,null,null,"Plastic edge restraints",{"$f":"PICPDesign!K96","v":30},"m2",{"$f":"UnitCosts!L141+UnitCosts!L142","v":15.817621801181101},474.52865403543302,null,null,null,"Pump float switch & electrical wiring",null,null,null,{"$f":"SUM(BQ154:BQ155)","v":269.74560669999994},null,null,null,null,null,null,null,null,null,"Condition top soil",{"$f":"CB113*(1+Assumptions!$D$10)","v":1305.0922911285645},"m3",{"$f":"SUM(UnitCosts!L181:L182)","v":13.592597000869787},{"$f":"CD156*CB156","v":17739.593562252405},null,null,null,null,null,null,null,"Condition top soil",{"$f":"CN113*(1+Assumptions!$D$10)","v":3753.5785938404542},"m3",{"$f":"SUM(UnitCosts!L181:AK182)","v":13.592597000869787},51020.88113716479]
[null,null,"Backfill ",{"$f":"BRDesign!M92","v":3.1069221573851817},"Lm3",{"$f":"UnitCosts!L89","v":1.7981873115733991},5.5868280014562846,null,null,null,null,null,"Check dams TOTAL",null,null,null,{"$f":"SUM(Q153:Q156)","v":388.55612556765675},null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(AB156,AB145:AB151,AB144,AB141)","v":16643.523760101521},null,null,null,"Crane - 55 ton",{"$f":"IF(AG6=\"1 - 5\",AG168,0)","v":8},"each",{"$f":"UnitCosts!L112","v":4242.2185640000007},{"$f":"AG157*AI157","v":33937.748512000006},null,null,null,null,"Fill TOTAL",null,null,null,{"$f":"SUM(AS153:AS156)","v":1289.4096544826077},null,null,null,null,null,null,null,null,null,null,null,"Bedding & Pavers",{"$f":"PICPDesign!K97","v":0},"m2",{"$f":"UnitCosts!L143+UnitCosts!L144","v":80.529762225116514},0,null,null,null,"Service pipe",{"$f":"RWHDesign!K100","v":17},"m",{"$f":"UnitCosts!L164","v":104.77242454068241},{"$f":"BN157*BP157","v":1781.1312171916009},null,null,null,null,null,null,null,null,null,"Spread topsoil",{"$f":"CB92*10000-CB66-CB58+CB63","v":3963.7626747477466},"m2",{"$f":"UnitCosts!L183","v":9.0305022442762866},{"$f":"CD157*CB157","v":35794.767730088104},null,null,null,null,null,null,null,"Spread topsoil",{"$f":"CN75*10000-CN58","v":11246.902166956119},"m2",{"$f":"UnitCosts!L183","v":9.0305022442762866},101565.17525985306]
[null,null,"Curbs & gutter with curb inlets",{"$f":"BRDesign!M93","v":40},"m",{"$f":"UnitCosts!L92","v":95.893405511811011},3835.7362204724404,null,null,null,null,null,"Stone inlets area",0.5,"m2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Crane - 100 ton",{"$f":"IF(AG6=\"6 - 10\",AG178,0)","v":0},"each",{"$f":"UnitCosts!L113","v":5719.0059899999997},{"$f":"AG158*AI158","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Striping",{"$f":"PICPDesign!K98","v":0},"m2",{"$f":"UnitCosts!L148","v":0.27100386155962197},0,null,null,null,"Service pipe fittings",{"$f":"IF(BN157=0,0,IF(RWHDesign!F65=\"Above-ground Plastic\",2,4))","v":4},"each",{"$f":"UnitCosts!L165","v":53.585234999999997},{"$f":"BN158*BP158","v":214.34093999999999},null,null,null,null,null,null,null,null,null,"Harrow seeded soil",{"$f":"CB92*10000-CB66-CB58","v":3859.9012304950934},"m2",{"$f":"UnitCosts!L184","v":2.3071476701505871E-2},{"$f":"CD158*CB158","v":89.053621309481386},null,null,null,null,null,null,null,"Harrow seeded soil",{"$f":"CN157","v":11246.902166956119},"m2",{"$f":"UnitCosts!L184","v":2.3071476701505871E-2},259.48264130904397]
[null,null,"Vegetation",{"$f":"BRDesign!M94","v":66.666666666666657},"m2",{"$f":"UnitCosts!L185","v":84.080105099999997},5605.3403399999988,null,null,null,null,null,"Stone Inlets",9,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Crane TOTAL",null,null,null,{"$f":"SUM(AJ157:AJ158)","v":33937.748512000006},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(BI148:BI158,BI147,BI134:BI140)","v":{"$error":"#VALUE!"}},null,null,null,"Service pipe and fittings",null,null,null,{"$f":"SUM(BQ157:BQ158)","v":1995.4721571916009},null,null,null,null,null,null,null,null,null,"Plant Emergent and Submergent Vegetation",{"$f":"2*(CB89+CB88)","v":190.23399905981364},"m ",{"$f":"UnitCosts!L192","v":89.55},{"$f":"CD159*CB159","v":17035.454615806309},null,null,null,null,null,null,null,"Plant Emergent and Submergent Vegetation",{"$f":"CN58","v":764.54933333333338},"m ",{"$f":"UnitCosts!L192","v":89.55},68465.392800000001]
[null,null,"Wood mulch",{"$f":"BRDesign!M95","v":7.5},"m2",{"$f":"UnitCosts!L199","v":11.716990245034999},87.877426837762499,null,null,null,null,null,"Stone inlets total volume",{"$f":"N158*N159*0.1","v":0.45},"m3",{"$f":"UnitCosts!L83+UnitCosts!L84","v":229.37047980871228},{"$f":"N160*P160","v":103.21671591392052},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Crane 55 ton picks",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Service pipe through wall",{"$f":"IF(BN157=0,0,RWHDesign!K101)","v":0},"each",{"$f":"UnitCosts!L166","v":87.189779999999999},{"$f":"BN160*BP160","v":0},null,null,null,null,null,null,null,null,null,"Seed Shoreline Fringe and Flood Fringe Vegetation",{"$f":"CB86","v":1532.7748126329957},"m2",{"$f":"UnitCosts!L190","v":0.47594761740740343},729.52052009475346,null,null,null,null,null,null,null,"Seed Upland Vegetation",{"$f":"CN157","v":11246.902166956119},"m2",{"$f":"UnitCosts!L191","v":0.39469761740740339},4439.1254885117423]
[null,null,"Filter media TOTAL",null,null,null,{"$f":"SUM(G162:G163)","v":5124.2050604600063},null,null,null,null,null,"Stone inlets geotextile",{"$f":"N159*N158","v":4.5},"m2",{"$f":"UnitCosts!L87","v":1.8384669776739999},8.2731013995329992,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"stone",{"$f":"AG19*0.075*1.5","v":13.001356440000002},"pick(s)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Supply piping",{"$f":"RWHDesign!K102","v":94.5},"m",{"$f":"UnitCosts!L167","v":122.53046259842519},{"$f":"BN161*BP161","v":11579.12871555118},null,null,null,null,null,null,null,null,null,"Seed Upland Vegetation",{"$f":"CB92*10000-CB86-CB66-CB58","v":2327.1264178620977},"m2",{"$f":"UnitCosts!L191","v":0.39469761740740339},918.51125253599537,null,null,null,null,null,null,null,"Plant Trees and shrubs",{"$f":"CN13*CN160","v":5623.4510834780594},"m2",{"$f":"UnitCosts!L188","v":34.605555555555554},194602.64888324906]
[null,null,"Filter media (plus delivery)",{"$f":"BRDesign!M96","v":93.75},"Lm3",{"$f":"UnitCosts!L88","v":43.26},{"$f":"IF(BRDesign!G64=\"\",0,(F162*D162)+900)","v":4955.625},null,null,null,null,null,"Headwalls for driveway culvert",{"$f":"IF(EGSDesign!F71=\"Yes\",2,0)","v":2},"each",{"$f":"UnitCosts!L93","v":378.88549999999998},757.77099999999996,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"edging",1,"pick(s)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Supply piping fittings",{"$f":"IF(BN161=0,0,IF(RWHDesign!F65=\"\",0,30))","v":30},"each",{"$f":"UnitCosts!L168","v":79.565954999999988},2386.9786499999996,null,null,null,null,null,null,null,null,null,"Plant Trees and shrubs",{"$f":"CB13*CB161","v":1163.5632089310488},"m2",{"$f":"UnitCosts!L188","v":34.605555555555554},40265.751269063905,null,null,null,null,null,null,null,"Signage",3,"each",{"$f":"UnitCosts!L198","v":1136.6564999999998},3409.9694999999992]
[null,null,"Filter media installation",{"$f":"D162","v":93.75},"Lm3",{"$f":"UnitCosts!L89","v":1.7981873115733991},{"$f":"D163*F163","v":168.58006046000617},null,null,null,null,null,"50 mm stone",{"$f":"IF(EGSDesign!F71=\"Yes\",N49,0)","v":16.01154},"Bm3",{"$f":"UnitCosts!L83+UnitCosts!L15","v":46.87570611682613},750.55224351780623,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"plants",{"$f":"IF(GRDesign!F72=\"Mats\",AG154/12.1,1)","v":150.40428517652165},"pick(s)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Supply piping and fittings",null,null,null,{"$f":"SUM(BQ161:BQ162)","v":13966.107365551179},null,null,null,null,null,null,null,null,null,"Signage",3,"each",{"$f":"UnitCosts!L198","v":1136.6564999999998},3409.9694999999992,null,null,null,null,null,null,null,"As built topographical survey",{"$f":"CN75*10000","v":12011.451500289453},"m2",{"$f":"UnitCosts!L5","v":1.1970579806093442},14378.40387712357]
[null,null,null,null,null,null,null,null,null,null,null,null,"Compact stone",{"$f":"IF(EGSDesign!F71=\"Yes\",N49,0)","v":16.01154},"Em3",{"$f":"UnitCosts!L102","v":1.3451007448777392},21.537134380639717,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"membrane",{"$f":"IF(GRDesign!F69=\"TPO\",AG134/92.9,AG135*2.03/150)","v":26.200533333333329},"pick(s)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top-up float switch, solenoid, air gap",{"$f":"RWHDesign!K103","v":1},"each",{"$f":"UnitCosts!L169","v":873.83654999999999},873.83654999999999,null,null,null,null,null,null,null,null,null,"As built topographical survey",{"$f":"CB92*10000","v":4176.2953316114063},"m2",{"$f":"UnitCosts!L5","v":1.1970579806093442},4999.2676560869813]
[null,null,null,null,null,null,null,null,null,null,null,null,"Proctor test",{"$f":"IF(EGSDesign!K101>0,1,0)","v":1},"test",{"$f":"UnitCosts!L108","v":146.14155},146.14155,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Drainage layer",{"$f":"(2.16*AG139)/150","v":27.878400000000003},"pick(s)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top-up float electrical wiring",{"$f":"IF(RWHDesign!F65=\"Above-ground Plastic\",5,15)","v":15},"m",{"$f":"UnitCosts!L163","v":2.3975},35.962499999999999]
[null,null,null,null,null,null,null,null,null,null,null,null,"Nuclear density test",{"$f":"IF(EGSDesign!K101>0,1,0)","v":1},"test",{"$f":"UnitCosts!L109","v":41.677405},41.677405,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"insulation",{"$f":"AG138/278.7","v":6.9465374955148906},"pick(s)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top-up float switch and wiring",null,null,null,{"$f":"SUM(BQ164:BQ165)","v":909.79904999999997}]
[null,null,null,null,null,null,null,null,null,null,null,null,"Compact stone TOTAL",null,null,null,{"$f":"SUM(Q164:Q166)","v":209.3560893806397},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"total picks",{"$f":"SUM(AG161:AG166)","v":225.43111244536988},"pick(s)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Water hammer arrestor",{"$f":"RWHDesign!K104","v":1},"each",{"$f":"UnitCosts!L170","v":101.216555},{"$f":"BN167*BP167","v":101.216555}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"days",{"$f":"ROUND(AG167/28,0.1)","v":8},"day(s)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Water meter",{"$f":"RWHDesign!K105","v":1},"each",{"$f":"UnitCosts!L171","v":167.79214999999999},167.79214999999999]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Crane 100 ton picks",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Air gap labour (equip inclided above)",{"$f":"RWHDesign!K106","v":1},"each",{"$f":"UnitCosts!L161","v":376.56800000000004},376.56800000000004]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"stone",{"$f":"(AG19*0.075*1.5)/1.35","v":9.6306344000000017},"pick(s)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top-up pipe: ABS interior installation",{"$f":"RWHDesign!K107","v":5},"m",{"$f":"UnitCosts!L172","v":110.09983595800522},550.49917979002612]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"edging",1,"pick(s)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top-up pipe: ABS elbow",{"$f":"IF(BN170=0,0,IF(RWHDesign!F65=\"\",0,1))","v":1},"each",{"$f":"UnitCosts!L173","v":50.337645000000002},50.337645000000002]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"plants",{"$f":"IF(GRDesign!F72=\"Mats\",AG154/12.1,1)","v":150.40428517652165},"pick(s)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top-up pipe: ABS interior installation & elbow",null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"membrane",{"$f":"IF(GRDesign!F69=\"TPO\",AG134/92.9,AG135*2.03/150)","v":26.200533333333329},"pick(s)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top-up pipe through wall",{"$f":"RWHDesign!K108","v":1},"each",{"$f":"UnitCosts!L174","v":49.651020000000003},49.651020000000003]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"root barrier",{"$f":"0.49*AG137/150","v":6.3242666666666665},"pick(s)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top-up pipe: ABS exterior installation",{"$f":"RWHDesign!K109","v":10},"m",{"$f":"UnitCosts!L175","v":72.408400180446179},724.08400180446176]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"drainage layer",{"$f":"(2.16*AG139)/150","v":27.878400000000003},"pick(s)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top-up pipe: ABS couplings",{"$f":"IF(BN174=0,0,IF(RWHDesign!F65=\"Above-ground Plastic\",0,1))","v":1},"each",{"$f":"UnitCosts!L176","v":46.548789999999997},46.548789999999997]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"insulation",{"$f":"AG138/278.7","v":6.9465374955148906},"pick(s)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top-up pipe: ABS exterior installation & couplings",null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"total picks",{"$f":"SUM(AG170:AG176)","v":228.38465707203653},"pick(s)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Reduced pressure backflow preventer",{"$f":"RWHDesign!K110","v":1},"each",{"$f":"UnitCosts!L177","v":1434.3522499999999},1434.3522499999999]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"days",{"$f":"ROUND(AG177/21,0.1)","v":11},"day(s)"]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Assumptions for Inspections",null,null,null,null,null,null,null,null,null,null,null,"Assumptions for Inspections"]
[]
[]
[]
[]
[]
[]
[null,null,"INSPECTIONS",null,null,null,null,null,null,null,null,null,"INSPECTIONS",null,null,null,null,null,null,null,null,null,null,"INSPECTIONS",null,null,null,null,null,null,null,"INSPECTIONS",null,null,null,null,null,null,null,null,"INSPECTIONS",null,null,null,null,null,null,null,"INSPECTIONS",null,null,null,null,null,null,null,"INSPECTIONS",null,null,null,null,null,null,null,"INSPECTIONS",null,null,null,null,null,null,null,null,null,null,null,null,null,"INSPECTIONS",null,null,null,null,null,null,null,null,null,null,null,"INSPECTIONS"]
[null,null,null,"Construction","Project Acceptance",null,null,null,null,null,null,null,null,"Construction","Project Acceptance",null,null,null,null,null,null,null,null,null,"Construction","Project Acceptance",null,null,null,null,null,null,"Construction","Project Acceptance",null,null,null,null,null,null,null,"Construction","Project Acceptance",null,null,null,null,null,null,"Construction","Project Acceptance",null,null,null,null,null,null,"Construction","Project Acceptance",null,null,null,null,null,null,"Construction","Project Acceptance",null,null,null,null,null,null,null,null,null,null,null,null,"Construction","Project Acceptance",null,null,null,null,null,null,null,null,null,null,"Construction","Project Acceptance"]
[null,null,"Visual inspections",null,null,null,null,null,null,null,null,null,"Visual inspection",null,null,null,null,null,null,null,null,null,null,"Visual inspection",null,null,null,null,null,null,null,"Visual inspection",null,null,null,null,null,null,null,null,"Visual inspection",null,null,null,null,null,null,null,"Visual inspection",null,null,null,null,null,null,null,"Visual inspection",null,null,null,null,null,null,null,"Visual inspection",null,null,null,null,null,null,null,null,null,null,null,null,null,"Visual inspection",null,null,null,null,null,null,null,null,null,null,null,"Visual inspection"]
[null,null,"Tasks",12,22,null,null,null,null,null,null,null,"Tasks",10,19,null,null,null,null,null,null,null,null,"Tasks",5,10,null,null,null,null,null,"Tasks",4,9,null,null,null,null,null,null,"Tasks",8,11,null,null,null,null,null,"Tasks",8,11,null,null,null,null,null,"Tasks",9,14,null,null,null,null,null,"Tasks",7,9,null,null,null,null,null,null,null,null,null,null,null,"Visits",5,2.5,null,null,null,null,null,null,null,null,null,"Visits",5,2.5]
[null,null,{"$f":"OM_Costs!C30","v":"hours to complete 1 task per m2"},{"$f":"OM_Costs!D30","v":6.8181818181818176E-4},{"$f":"D195","v":6.8181818181818176E-4},null,null,null,null,null,null,null,{"$f":"OM_Costs!K30","v":"hours to complete 1 task per m2"},{"$f":"OM_Costs!L30","v":5.263157894736842E-4},{"$f":"N195","v":5.263157894736842E-4},null,null,null,null,null,null,null,null,{"$f":"OM_Costs!S30","v":"hours to complete 1 task per m2"},{"$f":"OM_Costs!T30","v":6.8181818181818176E-4},{"$f":"Y195","v":6.8181818181818176E-4},null,null,null,null,null,{"$f":"OM_Costs!AA30","v":"hours to complete 1 task per m2"},{"$f":"OM_Costs!AC30","v":8.3333333333333331E-5},{"$f":"AG195","v":8.3333333333333331E-5},null,null,null,null,null,null,{"$f":"OM_Costs!AI30","v":"hours to complete 1 task per m2"},{"$f":"OM_Costs!AJ30","v":2.2727272727272726E-3},{"$f":"AP195","v":2.2727272727272726E-3},null,null,null,null,null,{"$f":"OM_Costs!AQ30","v":"hours to complete 1 task per m2"},{"$f":"OM_Costs!AR30","v":2.2727272727272726E-3},{"$f":"AX195","v":2.2727272727272726E-3},null,null,null,null,null,{"$f":"OM_Costs!AY30","v":"hours to complete 1 task per m2"},{"$f":"OM_Costs!AZ30","v":1.0714285714285714E-4},{"$f":"BF195","v":1.0714285714285714E-4},null,null,null,null,null,{"$f":"OM_Costs!BG30","v":"hours to complete 1 task per m2"},{"$f":"OM_Costs!BI30","v":2.7777777777777778E-4},{"$f":"BN195","v":2.7777777777777778E-4},null,null,null,null,null,null,null,null,null,null,null,"Time (hours)",3,3,null,null,null,null,null,null,null,null,null,"Time (hours)",3,3]
[null,null,"Size (m2 of practice)",{"$f":"D47","v":100},{"$f":"D47","v":100},null,null,null,null,null,null,null,"Size (m2 of practice)",{"$f":"N9","v":200},{"$f":"N9","v":200},null,null,null,null,null,null,null,null,"Size (m2 of practice)",{"$f":"Y7","v":1000},{"$f":"Y7","v":1000},null,null,null,null,null,"Size (m2 of practice)",{"$f":"AG7","v":1936},{"$f":"AG7","v":1936},null,null,null,null,null,null,"Size (m2 of practice)",{"$f":"AP47","v":124.54150176},{"$f":"AP47","v":124.54150176},null,null,null,null,null,"Size (m2 of practice)",{"$f":"AX49","v":116.17640224917515},{"$f":"AX49","v":116.17640224917515},null,null,null,null,null,"Size (m2 of practice)",{"$f":"$BF7","v":0},{"$f":"$BF7","v":0},null,null,null,null,null,"Size (m2 of practice)",{"$f":"BN6","v":2000},{"$f":"BN6","v":2000},null,null,null,null,null,null,null,null,null,null,null,"Staff hourly rate",{"$f":"UnitCosts!$L$207","v":71.137685714285709},{"$f":"UnitCosts!$L$207","v":71.137685714285709},null,null,null,null,null,null,null,null,null,"Staff hourly rate",{"$f":"UnitCosts!$L$207","v":71.137685714285709},{"$f":"UnitCosts!$L$207","v":71.137685714285709}]
[null,null,"Time (hours)",{"$f":"D194*D196*D195","v":0.81818181818181812},{"$f":"E194*E196*D195","v":1.4999999999999998},null,null,null,null,null,null,null,"Time (hours)",{"$f":"N194*N196*N195","v":1.0526315789473684},{"$f":"O194*O196*N195","v":2},null,null,null,null,null,null,null,null,"Time (hours)",{"$f":"Y194*Y196*Y195","v":3.4090909090909087},{"$f":"Z194*Z196*Y195","v":6.8181818181818175},null,null,null,null,null,"Time (hours)",{"$f":"AG194*AG196*AG195","v":0.64533333333333331},{"$f":"AH194*AH196*AG195","v":1.452},null,null,null,null,null,null,"Time (hours)",{"$f":"AP194*AP196*AP195","v":2.2643909410909089},{"$f":"AQ194*AQ196*AP195","v":3.1135375440000002},null,null,null,null,null,"Time (hours)",{"$f":"AX194*AX196*AX195","v":2.1122982227122753},{"$f":"AY194*AY196*AX195","v":2.9044100562293789},null,null,null,null,null,"Time (hours)",{"$f":"BF194*BF196*BF195","v":0},{"$f":"BG194*BG196*BF195","v":0},null,null,null,null,null,"Time (hours)",{"$f":"BN194*BN196*BN195","v":3.8888888888888888},{"$f":"BO194*BO196*BN195","v":5},null,null,null,null,null,null,null,null,null,null,null,"Cost",{"$f":"CB195*$CB$196*CB194","v":1067.0652857142857},{"$f":"CC195*$CB$196*CC194","v":533.53264285714283},null,null,null,null,null,null,null,null,null,"Cost",{"$f":"CN195*$CB$196*CN194","v":1067.0652857142857},{"$f":"CO195*$CB$196*CO194","v":533.53264285714283}]
[null,null,"Staff hourly rate",{"$f":"UnitCosts!$L$207","v":71.137685714285709},{"$f":"UnitCosts!$L$207","v":71.137685714285709},null,null,null,null,null,null,null,"Staff hourly rate",{"$f":"UnitCosts!$L$207","v":71.137685714285709},{"$f":"UnitCosts!$L$207","v":71.137685714285709},null,null,null,null,null,null,null,null,"Staff hourly rate",{"$f":"UnitCosts!$L$207","v":71.137685714285709},{"$f":"UnitCosts!$L$207","v":71.137685714285709},null,null,null,null,null,"Staff hourly rate",{"$f":"UnitCosts!$L$207","v":71.137685714285709},{"$f":"UnitCosts!$L$207","v":71.137685714285709},null,null,null,null,null,null,"Staff hourly rate",{"$f":"UnitCosts!$L$207","v":71.137685714285709},{"$f":"UnitCosts!$L$207","v":71.137685714285709},null,null,null,null,null,"Staff hourly rate",{"$f":"UnitCosts!$L$207","v":71.137685714285709},{"$f":"UnitCosts!$L$207","v":71.137685714285709},null,null,null,null,null,"Staff hourly rate",{"$f":"UnitCosts!$L$207","v":71.137685714285709},{"$f":"UnitCosts!$L$207","v":71.137685714285709},null,null,null,null,null,"Staff hourly rate",{"$f":"UnitCosts!$L$207","v":71.137685714285709},{"$f":"UnitCosts!$L$207","v":71.137685714285709},null,null,null,null,null,null,null,null,null,null,null,"Additional Testing",null,null,null,null,null,null,null,null,null,null,null,"Additional Testing"]
[null,null,"Cost per visit",{"$f":"D197*$D$198+D204+D203","v":183.98323722943724},{"$f":"E197*E198+E204","v":142.27537142857142},null,null,null,null,null,null,null,"Cost",{"$f":"N197*N198+N204","v":110.45061729323307},{"$f":"O197*O198+O204","v":177.84421428571426},null,null,null,null,null,null,null,null,"Cost",{"$f":"Y197*Y198","v":242.51483766233761},{"$f":"Z197*Z198","v":485.02967532467522},null,null,null,null,null,"Cost",{"$f":"AG197*AG198","v":45.907519847619042},{"$f":"AH197*AH198","v":103.29191965714284},null,null,null,null,null,null,"Cost",{"$f":"AP197*AP198+AP203","v":196.65237395874357},{"$f":"AQ197*AQ198+AQ203","v":257.05869812184386},null,null,null,null,null,"Cost",{"$f":"AX197*AX198+AX203","v":185.83284995929296},{"$f":"AY197*AY198+AY203","v":242.18185262259931},null,null,null,null,null,"Cost",{"$f":"BF197*BF198","v":0},{"$f":"BG197*BG198","v":0},null,null,null,null,null,"Cost",{"$f":"BN197*BN198+BN203","v":312.21539841269839},{"$f":"BO197*BO198+BO203","v":391.25727142857136}]
[null,null,"CONSTR'N VISITS",5,2.5,null,null,null,null,null,null,null,"CONSTR'N VISITS",5,2.5,null,null,null,null,null,null,null,null,"CONSTR'N VISITS",5,2.5,null,null,null,null,null,"CONSTR'N VISITS",5,2.5,null,null,null,null,null,null,"CONSTR'N VISITS",5,1.5,null,null,null,null,null,"CONSTR'N VISITS",5,1.5,null,null,null,null,null,"CONSTR'N VISITS",5,1.5,null,null,null,null,null,"CONSTR'N VISITS",5,1.5]
[null,null,"REHAB VISITS",3,2.5,null,null,null,null,null,null,null,"REHAB VISITS",1,1.5,null,null,null,null,null,null,null,null,"REHAB VISITS",0,0,null,null,null,null,null,"REHAB VISITS",3,2.5,null,null,null,null,null,null,"REHAB VISITS",0,0,null,null,null,null,null,"REHAB VISITS",0,0,null,null,null,null,null,"REHAB VISITS",3,1.5,null,null,null,null,null,"REHAB VISITS",0,0]
[null,null,"Additional Testing",null,null,null,null,null,null,null,null,null,"Additional Testing",null,null,null,null,null,null,null,null,null,null,"Additional Testing",null,null,null,null,null,null,null,"Additional Testing",null,null,null,null,null,null,null,null,"Additional Testing",null,null,null,null,null,null,null,"Additional Testing",null,null,null,null,null,null,null,"Additional Testing",null,null,null,null,null,null,null,"Additional Testing",null,null,"<- Done during each inspection"]
[null,null,"Soil characterization testing",{"$f":"IF(D47/25<5,(Assumptions!$D$49+4*Assumptions!$D$50)/60*Assumptions!$D$53,((Assumptions!$D$49+(ROUND(D47/25,0)-1)*Assumptions!$D$50)/60*Assumptions!$D$53))","v":90.210833333333341},{"$f":"D203","v":90.210833333333341},"<- done once per period",null,null,null,null,null,null,"Soil characterization testing",{"$f":"IF(N9/25<5,(Assumptions!$D$49+4*Assumptions!$D$50)/60*Assumptions!$D$53,(Assumptions!$D$49+(ROUND(N9/25,0)-1)*Assumptions!$D$50/60*Assumptions!$D$53))","v":134.72137499999999},{"$f":"IF(N9/25<5,(Assumptions!$D$49+4*Assumptions!$D$50)/60*Assumptions!$D$53,(Assumptions!$D$49+(ROUND(N9/25,0)-1)*Assumptions!$D$50/60*Assumptions!$D$53))","v":134.72137499999999},"<- done once per period",null,null,null,null,null,null,null,"Soil characterization testing",{"$f":"IF(Y7/250<5,(Assumptions!$D$49+4*Assumptions!$D$50)/60*Assumptions!$D$53,(Assumptions!$D$49+(ROUND(Y7/250,0)-1)*Assumptions!$D$50/60*Assumptions!$D$53))","v":90.210833333333341},{"$f":"IF(Y7/250<5,(Assumptions!$D$49+4*Assumptions!$D$50)/60*Assumptions!$D$53,(Assumptions!$D$49+(ROUND(Y7/250,0)-1)*Assumptions!$D$50/60*Assumptions!$D$53))","v":90.210833333333341},"<- done once per period",null,null,null,null,"Soil characterization testing",{"$f":"IF(AG7/250<5,(Assumptions!$D$49+4*Assumptions!$D$50)/60*Assumptions!$D$53,(Assumptions!$D$49+(ROUND(AG7/250,0)-1)*Assumptions!$D$50/60*Assumptions!$D$53))","v":134.72137499999999},{"$f":"IF(AG7/250<5,(Assumptions!$D$49+4*Assumptions!$D$50)/60*Assumptions!$D$53,(Assumptions!$D$49+(ROUND(AG7/250,0)-1)*Assumptions!$D$50/60*Assumptions!$D$53))","v":134.72137499999999},"<- done once per period",null,null,null,null,null,"Sediment accumulation testing",{"$f":"AP198/2","v":35.568842857142855},{"$f":"AQ198/2","v":35.568842857142855},"<- done at each inpsection",null,null,null,null,"Sediment accumulation testing",{"$f":"AX198/2","v":35.568842857142855},{"$f":"AY198/2","v":35.568842857142855},"<- done during every inspection",null,null,null,null,"Surface infiltration rate testing",null,{"$f":"IF(BF7/250<5,Assumptions!D68+4*Assumptions!D69/60*Assumptions!D72*2,Assumptions!D68+(ROUND(BF7/250,0)-1)*Assumptions!D69/60*Assumptions!D72*2)","v":317.59033333333332},"<- based on PP times",null,null,null,null,"Sediment accumulation testing",{"$f":"BN198/2","v":35.568842857142855},{"$f":"BO198/2","v":35.568842857142855}]
[null,null,"Sediment accumulation testing",{"$f":"D198/2","v":35.568842857142855},{"$f":"E198/2","v":35.568842857142855},"<- done at each inpsection",null,null,null,null,null,null,"Sediment accumulation testing",{"$f":"N198/2","v":35.568842857142855},{"$f":"O198/2","v":35.568842857142855},"<- Done during each inspection",null,null,null,null,null,null,null,"Surface infiltration rate testing",null,{"$f":"IF(Y7/250<5,((Assumptions!$D$63+4*Assumptions!$D$64)/60*Assumptions!$D$67)*2,((Assumptions!$D$63+(ROUND(Y7/250,0)-1)*Assumptions!$D$64)/60*Assumptions!$D$67)*2)","v":279.65358333333336},"<- used BR NEW times",null,null,null,null,"Green roof irrigation system test",null,{"$f":"OM_Costs!AB45","v":88.808596139999992},null,null,null,null,null,null,"Natural storm event testing",null,{"$f":"Assumptions!$D$89","v":2000},null,null,null,null,null,"Natural storm event testing",null,{"$f":"Assumptions!$D$89","v":2000},null,null,null,null,null,"Natural storm event testing",null,{"$f":"Assumptions!$D$89","v":2000},null,null,null,null,null,"Cistern pump test",null,{"$f":"BO198","v":71.137685714285709}]
[null,null,"Surface infiltration rate testing",null,{"$f":"IF(D47/25<5,((Assumptions!$D$63+4*Assumptions!$D$64)/60*Assumptions!$D$67)*2,((Assumptions!$D$63+(ROUND(D47/25,0)-1)*Assumptions!$D$64)/60*Assumptions!$D$67)*2)","v":279.65358333333336},null,null,null,null,null,null,null,"Surface infiltration rate testing",null,{"$f":"IF(N9/25<5,((Assumptions!$D$63+4*Assumptions!$D$64)/60*Assumptions!$D$67)*2,((Assumptions!$D$63+(ROUND(N9/25,0)-1)*Assumptions!$D$64)/60*Assumptions!$D$67)*2)","v":414.96983333333333},"<- used BR NEW times",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Green roof leak detection system test",null,{"$f":"OM_Costs!AC46","v":31523.812495999999},null,null,null,null,null,null,"Simulated storm event testing",null,{"$f":"Assumptions!$D$88","v":2857.9214999999999},null,null,null,null,null,"Simulated storm event testing",null,{"$f":"Assumptions!$D$88","v":2857.9214999999999},null,null,null,null,null,"Simulated storm event testing",null,{"$f":"Assumptions!$D$88","v":2857.9214999999999}]
[null,null,"Natural event ",null,{"$f":"Assumptions!$D$89","v":2000},null,null,null,null,null,null,null,"Natural storm event testing",null,{"$f":"Assumptions!$D$89","v":2000},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Continuous water level monitoring",null,{"$f":"Assumptions!$D$92","v":6000},null,null,null,null,null,"Continuous water level monitoring",null,{"$f":"Assumptions!$D$92","v":6000},null,null,null,null,null,"Continuous water level monitoring",null,{"$f":"Assumptions!$D$92","v":6000}]
[null,null,"Continuous water level monitoring",null,{"$f":"Assumptions!$D$92","v":6000},null,null,null,null,null,null,null,"Simulated storm event testing",null,{"$f":"Assumptions!$D$88","v":2857.9214999999999}]

{"sheet":"OM_Costs","index":14,"n_rows":76,"n_cols":79,"rows_kept":76,"cut":false,"hidden":false,"merged":[]}
["TOC","MAINTENANCE COSTS",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COSTING INFORMATION"]
[]
[null,null,"BIORETENTION",null,null,null,null,null,null,null,"ENHANCED GRASS SWALE",null,null,null,null,null,null,null,"VEGETATED FILTER STRIP",null,null,null,null,null,null,null,"GREEN ROOF",null,null,null,null,null,null,null,"INFILTRATION CHAMBER",null,null,null,null,null,null,null,"INFILTRATION TRENCH",null,null,null,null,null,null,null,"PERMEABLE PAVEMENT",null,null,null,null,null,null,null,"RAINWATER HARVESTING",null,null,null,null,null,null,null,"WET POND",null,null,null,null,null,null,null,"DRY POND"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dimensions per chamber: 2.169 m x 1.295 m x 0.762 m"]
[null,null,"INPUTS",null,null,null,null,null,null,null,"INPUTS",null,null,null,null,null,null,null,"INPUTS",null,null,null,null,null,null,null,"INPUTS",null,null,null,null,null,null,null,"INPUTS",null,null,null,null,null,null,null,"INPUTS",null,null,null,null,null,null,null,"INPUTS",null,null,null,null,null,null,null,"INPUTS",null,null,null,null,null,null,null,"INPUTS",null,null,null,null,null,null,null,"INPUTS"]
[null,null,"Drainage",{"$f":"BRDesign!G62","v":2000},"m2",null,null,null,null,null,"Drainage area",{"$f":"EGSDesign!F69","v":2000},"m2",null,null,null,null,null,"Drainage area",{"$f":"VFSDesign!F64","v":10000},"m2",null,null,null,null,null,"Drainage area",{"$f":"GRDesign!F77","v":1936},"m2",null,null,null,null,null,"Roof drainage area",{"$f":"ICDesign!F65","v":1000},"m2",null,null,null,null,null,"Roof drainage area",{"$f":"ITDesign!F65","v":0},"m2",null,null,null,null,null,"Drainage area",{"$f":"PICPDesign!F65","v":1000},"m2",null,null,null,null,null,"Drainage area",{"$f":"RWHDesign!F64","v":2000},"m2",null,null,null,null,null,"Drainage",{"$f":"WPONDDesign!F66","v":7.5},{"$f":"WPONDDesign!G66","v":"ha"},null,null,null,null,null,"Drainage",{"$f":"DPONDDesign!N66","v":0},{"$f":"DPONDDesign!O66","v":0}]
[null,null,"Total size",{"$f":"BRDesign!G82","v":100},"m2",null,null,null,null,null,"Surface area",{"$f":"EGSDesign!F87","v":200},"m2",null,null,null,null,null,"Surface area",{"$f":"VFSDesign!F76","v":1000},"m2",null,null,null,null,null,"Irrigation System?",{"$f":"GRDesign!F70","v":"No"},"Yes or No",null,null,null,null,null,"Road drainage area",{"$f":"ICDesign!F66","v":1000},"m2",null,null,null,null,null,"Road drainage area",{"$f":"ITDesign!F66","v":1000},"m2",null,null,null,null,null,"Permeable drainage area",{"$f":"PICPDesign!F82","v":0},"m2",null,null,null,null,null,"Tank type",{"$f":"RWHDesign!F65","v":"Below-ground Concrete"},"unitless",null,null,null,null,null,"Total size",{"$f":"CapitalCosts!CB92*10000","v":4176.2953316114063},"m2",null,null,null,null,null,"Total size",{"$f":"CapitalCosts!CN101","v":12011.451500289453},"m2"]
[null,null,"Planting size",{"$f":"BRDesign!M94","v":66.666666666666657},"m2",null,null,null,null,null,"Planting area",{"$f":"EGSDesign!K94","v":42.10526315789474},"m2",null,null,null,null,null,"Planting area",{"$f":"VFSDesign!F76","v":1000},"m2",null,null,null,null,null,"Membrane type",{"$f":"GRDesign!F69","v":"EPDM"},"type",null,null,null,null,null,"TOTAL Drainage area",{"$f":"ICDesign!F84","v":2000},"m2",null,null,null,null,null,"TOTAL Drainage area",{"$f":"ITDesign!F78","v":1000},"m2",null,null,null,null,null,"Underdrain length",{"$f":"PICPDesign!K82","v":-0.5},"m2",null,null,null,null,null,"Location",{"$f":"RWHDesign!F66","v":"N/A"},"unitless",null,null,null,null,null,"Planting size",{"$f":"CapitalCosts!CB157","v":3963.7626747477466},"m2",null,null,null,null,null,"Planting size",{"$f":"CapitalCosts!CN160","v":11246.902166956119},"m2"]
[null,null,"Mulch",{"$f":"BRDesign!M95","v":7.5},"m2",null,null,null,null,null,"Type of check dam",{"$f":"EGSDesign!F75","v":"Rock"},"unitless",null,null,null,null,null,"Rehabilitation",{"$f":"RehabCosts!Q66","v":9989.8765057291312},"per rehab",null,null,null,null,null,"Planting area",{"$f":"GRDesign!K77","v":1819.8918506359121},"m2",null,null,null,null,null,"Infilration chamber area",{"$f":"CapitalCosts!AP47","v":124.54150176},"m2",null,null,null,null,null,"Pipe geotextile",{"$f":"ITDesign!K85","v":109.43817091872299},"m2",null,null,null,null,null,"Rehabilitation",{"$f":"RehabCosts!AO66","v":6045.4074964550991},"per rehab",null,null,null,null,null,"Total water use",{"$f":"RWHDesign!F67","v":2000},"L",null,null,null,null,null,"Permanent pool area",{"$f":"CapitalCosts!CB66+CapitalCosts!CB58","v":316.39410111631298},"m2",null,null,null,null,null,"Pond area",{"$f":"CapitalCosts!CN46","v":2867.06},"m2"]
[null,null,"Underdrain",{"$f":"BRDesign!M80","v":10},"m2",null,null,null,null,null,"Cost of check dam",{"$f":"EGSDesign!M95","v":1306.3164117004544},"total",null,null,null,null,null,null,null,null,null,null,null,null,null,"Plant type chosen",{"$f":"GRDesign!F72","v":"mats"},"type",null,null,null,null,null,"Isolator row area",{"$f":"ICDesign!F88*1.295","v":17.642561999999998},"m2",null,null,null,null,null,"Surface area",{"$f":"ITDesign!F81","v":116.17640224917515},"m2",null,null,null,null,null,"Joint area",0.1,null,null,null,null,null,null,"Rehabilitation",{"$f":"IF(BH7=\"Above-ground Plastic\",RehabCosts!AW66,0)","v":0},"per rehab",null,null,null,null,null,"Permanent pool volume",{"$f":"CapitalCosts!CB45+CapitalCosts!CB47","v":236.10825},"m2",null,null,null,null,null,"Pond volume",{"$f":"CapitalCosts!CN57","v":1146.8240000000001},"m2"]
[null,null,"Rehabilitation",{"$f":"RehabCosts!D66","v":8811.9917761460729},"per rehab",null,null,null,null,null,"Rehabilitation",{"$f":"RehabCosts!J66","v":4936.5552710847951},"per rehab",null,null,null,null,null,null,null,null,null,null,null,null,null,"Rehabilitation",{"$f":"RehabCosts!V66","v":968266.75327015715},"per GR",null,null,null,null,null,"Geotextile around Isolator row",{"$f":"CapitalCosts!AP147","v":65.393280000000004},"m2",null,null,null,null,null,"Rehabilitation",{"$f":"RehabCosts!AJ6","v":0},"per rehab",null,null,null,null,null,null,null,null,null,null,null,null,null,"Check points",{"$f":"4*10","v":40},"m2",null,null,null,null,null,"Road length",{"$f":"CapitalCosts!CB93","v":39.999999999999993},"m ",null,null,null,null,null,"Road length",{"$f":"CapitalCosts!CN76","v":40},"m "]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Leak Test type",{"$f":"(1+Assumptions!$D$17)*UnitCosts!L116*AB6","v":31523.812495999999},null,null,null,null,null,null,"Rehabilitation",{"$f":"RehabCosts!AD6","v":0},"per rehab",null,null,null,null,null,"Perforated pipe",{"$f":"ITDesign!K84","v":115.57640224917516},"m2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rehabilitation",{"$f":"RehabCosts!BE66","v":0},"per rehab",null,null,null,null,null,"Rehabilitation",{"$f":"RehabCosts!BM66","v":0},"per rehab"]
[]
[null,null,"Maintenance tasks DEFAULTS",null,null,null,null,null,null,null,"Maintenance tasks DEFAULTS",null,null,null,null,null,null,null,"Maintenance tasks DEFAULTS",null,null,null,null,null,null,null,"Maintenance tasks DEFAULTS",null,null,null,null,null,null,null,"Maintenance tasks DEFAULTS",null,null,null,null,null,null,null,"Maintenance tasks DEFAULTS",null,null,null,null,null,null,null,"Maintenance tasks DEFAULTS",null,null,null,null,null,null,null,"Maintenance tasks DEFAULTS",null,null,null,null,null,null,null,"Maintenance tasks DEFAULTS",null,null,null,null,null,null,null,"Maintenance tasks DEFAULTS"]
[null,null,null,"LOW","HIGH",null,null,null,null,null,null,"LOW","HIGH",null,null,null,null,null,null,"LOW","HIGH",null,null,null,null,null,null,"LOW","HIGH",null,null,null,null,null,null,"LOW ","HIGH",null,null,null,null,null,null,"LOW","HIGH",null,null,null,null,null,null,"LOW","HIGH",null,null,null,null,null,null,"LOW","HIGH",null,null,null,null,null,null,"LOW","HIGH",null,null,null,null,null,null,"LOW","HIGH"]
[null,null,"Water - see water schedule",null,null,null,null,null,null,null,"Watering - see water schedule",null,null,null,null,null,null,null,"Watering - see water schedule",null,null,null,null,null,null,null,"Water - see water schedule",null,null,null,null,null,null,null,"Remove litter",{"$f":"Assumptions!$D$29","v":2},{"$f":"Assumptions!$E$29","v":4},"visits per year ",null,null,null,null,"Remove litter",{"$f":"Assumptions!$D$29","v":2},{"$f":"Assumptions!$E$29","v":4},"visits per year ",null,null,null,null,"Remove litter",{"$f":"Assumptions!$D$29","v":2},{"$f":"Assumptions!$E$29","v":4},"Visits per year",null,null,null,null,"Remove litter",{"$f":"Assumptions!$D$29","v":2},{"$f":"Assumptions!$E$29","v":4},"Visits per year",null,null,null,null,"Water - see water schedule",null,null,null,null,null,null,null,"Water - see water schedule"]
[null,null,"Remove litter",{"$f":"Assumptions!$D$29","v":2},{"$f":"Assumptions!$E$29","v":4},"Visits per year",null,null,null,null,"Remove litter",{"$f":"Assumptions!$D$29","v":2},{"$f":"Assumptions!$E$29","v":4},"Visits per year",null,null,null,null,"Remove litter",{"$f":"Assumptions!$D$29","v":2},{"$f":"Assumptions!$E$29","v":4},"Visits per year",null,null,null,null,"Remove litter",{"$f":"Assumptions!$D$29","v":2},{"$f":"Assumptions!$E$29","v":4},"Visits per year ",null,null,null,null,null,null,null,null,null,null,null,null,"Flush pipe",{"$f":"Assumptions!$D$24","v":1},{"$f":"AR17","v":1},"Visits per year",null,null,null,null,"Replace pavers",0.02,0.05,"Visits per year",null,null,null,null,"Clean in-line filter",{"$f":"Assumptions!$D$29","v":2},{"$f":"Assumptions!$E$29","v":4},"Visits per year",null,null,null,null,"Remove litter",{"$f":"Assumptions!$D$29","v":2},{"$f":"Assumptions!$E$29","v":4},"Visits per year","fractional visits?",null,null,null,"Remove litter",{"$f":"Assumptions!$D$29","v":2},{"$f":"Assumptions!$E$29","v":4},"Visits per year","fractional visits?"]
[null,null,"Prune",{"$f":"Assumptions!$D$25","v":1},{"$f":"D18","v":1},"Visits per year",null,null,null,null,"Prune",{"$f":"Assumptions!$D$25","v":1},{"$f":"L18","v":1},"Visits per year",null,null,null,null,"Prune",{"$f":"Assumptions!$D$25","v":1},{"$f":"T18","v":1},"Visits per year",null,null,null,null,"Weeding",{"$f":"Assumptions!$D$30","v":2},{"$f":"Assumptions!$E$30","v":4},"Visits per year ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Clean out pipes",{"$f":"Assumptions!$D$24","v":1},{"$f":"AZ18","v":1},"Visits per year",null,null,null,null,null,null,null,null,null,null,null,null,"Volume of accumulated sediment at cleanout",0.5,0.35,"% of volume",null,null,null,null,"Volume of accumulated sediment at cleanout",0.5,0.35,"% of volume"]
[null,null,"Weed",{"$f":"Assumptions!$D$30","v":2},{"$f":"Assumptions!$E$30","v":4},"Visits per year",null,null,null,null,"Weed",{"$f":"Assumptions!$D$30","v":2},{"$f":"Assumptions!$E$30","v":4},"Visits per year",null,null,null,null,"Weed",{"$f":"Assumptions!$D$30","v":2},{"$f":"Assumptions!$E$30","v":4},"Visits per year",null,null,null,null,"Restore lost vegetation, starts year 2",{"$f":"Assumptions!$D$28","v":0.1},{"$f":"Assumptions!$E$28","v":0.2},"Amount per year",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Joint refill depth",1.4999999999999999E-2,1.4999999999999999E-2,"m"]
[null,null,"Sediment Removal - Starts year 2",{"$f":"Assumptions!$D$31","v":1},{"$f":"Assumptions!$E$31","v":2},"Visits per year",null,null,null,null,"Sediment Removal - Starts year 2",{"$f":"Assumptions!$D$31","v":1},{"$f":"Assumptions!$E$31","v":2},"Visits per year",null,null,null,null,"Sediment Removal - Starts year 2",{"$f":"Assumptions!$D$31","v":1},{"$f":"Assumptions!$E$31","v":2},"Visits per year",null,null,null,null,"Repair membrane, starts year 10",1,2,"m2 of membrane"]
[null,null,"Add Mulch -Starts year 2",{"$f":"Assumptions!$D$23","v":0.5},{"$f":"D21","v":0.5},"Amount",null,null,null,null,"Replace sod - Starts year 2",{"$f":"Assumptions!$D$28","v":0.1},{"$f":"Assumptions!$E$28","v":0.2},"Amount",null,null,null,null,"Replace sod - Starts year 2",{"$f":"Assumptions!$D$28","v":0.1},{"$f":"Assumptions!$E$28","v":0.2},"Amount"]
[null,null,"Restore lost vegetation - Starts year 2",{"$f":"Assumptions!$D$28","v":0.1},{"$f":"Assumptions!$E$28","v":0.2},"Amount",null,null,null,null,"Mowing",{"$f":"Assumptions!$D$32","v":5},{"$f":"Assumptions!$E$32","v":10},"Visits per year",null,null,null,null,"Mowing",{"$f":"Assumptions!$D$32","v":5},{"$f":"Assumptions!$E$32","v":10},"Visits per year"]
[null,null,"Unclog Underdrain - Starts year 2",{"$f":"Assumptions!D24","v":1},{"$f":"D23","v":1},"Visits per year",null,null,null,null,null,null,null,null,null,null,null,null,"Core areation (Starts year 3 or 5)",{"$f":"Assumptions!$D$26","v":1},{"$f":"T23","v":1},"Visits per year"]
[]
[null,null,"Assumptions for BR Inspections",null,null,null,null,null,null,null,"Assumptions for EGS Inspections",null,null,null,null,null,null,null,"Assumptions for EGS Inspections",null,null,null,null,null,null,null,"Assumptions for GR Inspections",null,null,null,null,null,null,null,"Assumptions for IC Inspections",null,null,null,null,null,null,null,"Assumptions for EGS Inspections",null,null,null,null,null,null,null,"Assumptions for PP Inspections",null,null,null,null,null,null,null,"Assumptions for RWH Inspections"]
[null,null,"tasks",22,null,null,null,null,null,null,"tasks",19,null,null,null,null,null,null,"tasks",11,null,null,null,null,null,null,"tasks",null,9,null,null,null,null,null,"tasks",11,null,null,null,null,null,null,"tasks",11,null,null,null,null,null,null,"tasks",14,null,null,null,null,null,null,"tasks",null,9]
[null,null,"m2 bioretention",200,null,null,null,null,null,null,"m2 enhanced grass swale",200,null,null,null,null,null,null,"m2 vegetated filter strip",200,null,null,null,null,null,null,"m2 greenroof",null,2000,null,null,null,null,null,"m2 infiltration area",100,null,null,null,null,null,null,"m2 infiltration area",100,null,null,null,null,null,null,"m2 permeable pavement",1000,null,null,null,null,null,null,"Drainage area",null,1000]
[null,null,"hours to complete all 22 tasks",3,null,null,null,null,null,null,"hours to complete all 19 tasks",2,null,null,null,null,null,null,"hours to complete all 11 tasks",1.5,null,null,null,null,null,null,"hours to complete all 9 tasks",null,1.5,null,null,null,null,null,"hours to complete all 11 tasks",2.5,null,null,null,null,null,null,"hours to complete all 11 tasks",2.5,null,null,null,null,null,null,"hours to complete all 14 tasks",1.5,null,null,null,null,null,null,"hours to complete all 9 tasks",null,{"$f":"IF(BH7=\"Above-ground Plastic\",1.5,2.5)","v":2.5}]
[null,null,"hours to complete 1 task",{"$f":"D28/D26","v":0.13636363636363635},null,null,null,null,null,null,"hours to complete 1 task",{"$f":"L28/L26","v":0.10526315789473684},null,null,null,null,null,null,"hours to complete 1 task",{"$f":"T28/T26","v":0.13636363636363635},null,null,null,null,null,null,"hours to complete 1 task",null,{"$f":"AC28/AC26","v":0.16666666666666666},null,null,null,null,null,"hours to complete 1 task",{"$f":"AJ28/AJ26","v":0.22727272727272727},null,null,null,null,null,null,"hours to complete 1 task",{"$f":"AR28/AR26","v":0.22727272727272727},null,null,null,null,null,null,"hours to complete 1 task",{"$f":"AZ28/AZ26","v":0.10714285714285714},null,null,null,null,null,null,"hours to complete 1 task",null,{"$f":"BI28/BI26","v":0.27777777777777779}]
[null,null,"hours to complete 1 task per m2",{"$f":"D29/D27","v":6.8181818181818176E-4},null,null,null,null,null,null,"hours to complete 1 task per m2",{"$f":"L29/L27","v":5.263157894736842E-4},null,null,null,null,null,null,"hours to complete 1 task per m2",{"$f":"T29/T27","v":6.8181818181818176E-4},null,null,null,null,null,null,"hours to complete 1 task per m2",null,{"$f":"AC29/AC27","v":8.3333333333333331E-5},null,null,null,null,null,"hours to complete 1 task per m2",{"$f":"AJ29/AJ27","v":2.2727272727272726E-3},null,null,null,null,null,null,"hours to complete 1 task per m2",{"$f":"AR29/AR27","v":2.2727272727272726E-3},null,null,null,null,null,null,"hours to complete 1 task per m2",{"$f":"AZ29/AZ27","v":1.0714285714285714E-4},null,null,null,null,null,null,"hours to complete 1 task per m2",null,{"$f":"BI29/BI27","v":2.7777777777777778E-4}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"hours to complete irrigation testing in spring or fall",null,1.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"hours to complete winterization",null,0.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"cost per m2 for field technician",null,{"$f":"AC31*(1+Assumptions!$D$17)*UnitCosts!$L208/AC27","v":4.5872208749999997E-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,"cost per m2 for field technician",null,{"$f":"BI31*(1+Assumptions!$D$17)*UnitCosts!L208/BI27","v":3.0581472499999998E-2}]
[]
[null,null,"Inspections GUIDELINES",null,null,null,null,null,null,null,"Inspections GUIDELINES",null,null,null,null,null,null,null,"Inspections GUIDELINES",null,null,null,null,null,null,null,"Inspections GUIDELINES",null,null,null,null,null,null,null,"Inspections GUIDELINES",null,null,null,null,null,null,null,"Inspections GUIDELINES",null,null,null,null,null,null,null,"Inspections GUIDELINES",null,null,null,null,null,null,null,"Inspections GUIDELINES",null,null,null,null,null,null,null,"Inspections GUIDELINES",null,null,null,null,null,null,null,"Inspections GUIDELINES"]
[null,null,null,"Routine Operation*","Maintenance Verification","Performance Verification",null,null,null,null,null,"Routine Operation*","Maintenance Verification","Performance Verification",null,null,null,null,null,"Routine Inspection","Maintenance Verification","Performance Verification",null,null,null,null,null,"Routine Operation","Maintenance Verification","Performance Verification",null,null,null,null,null,"Routine Operation","Maintenance Verification","Performance Verification",null,null,null,null,null,"Routine Operation","Maintenance Verification","Performance Verification",null,null,null,null,null,"Routine Operation","Maintenance Verification","Performance Verification",null,null,null,null,null,"Routine Operation","Maintenance Verification","Performance Verification",null,null,null,null,null,"Routine Operation*","Performance Verification",null,null,null,null,null,null,"Routine Operation*","Performance Verification"]
[null,null,"Visual inspection",null,null,null,null,null,null,null,"Visual inspection",null,null,null,null,null,null,null,"Visual inspection",null,null,null,null,null,null,null,"Visual inspection",null,null,null,null,null,null,null,"Visual inspection",null,null,null,null,null,null,null,"Visual inspection",null,null,null,null,null,null,null,"Visual inspection",null,null,null,null,null,null,null,"Visual inspection",null,null,null,null,null,null,null,"Visual inspection",null,null,null,null,null,null,null,"Visual inspection"]
[null,null,"Tasks",18,15,15,null,null,null,null,"Tasks",18,15,15,null,null,null,null,"Tasks",10,7,7,null,null,null,null,"Tasks",8,5,5,null,null,null,null,"Tasks",9,10,10,null,null,null,null,"Tasks",9,10,10,null,null,null,null,"Tasks",12,10,10,null,null,null,null,"Tasks",8,8,8,null,null,null,null,"Visit per year",6,null,null,null,null,null,null,"Visit per year",6]
[null,null,"Visit cycle (years)",{"$f":"BRDesign!$I131","v":1},{"$f":"BRDesign!$I132","v":5},{"$f":"BRDesign!$I133","v":15},null,null,null,null,"Visit cycle (years)",{"$f":"EGSDesign!$H142","v":1},{"$f":"EGSDesign!$H143","v":5},{"$f":"EGSDesign!$H144","v":15},null,null,null,null,"Visit cycle (years)",{"$f":"VFSDesign!$H122","v":1},{"$f":"VFSDesign!$H123","v":5},{"$f":"VFSDesign!$H124","v":15},null,null,null,null,"Visits",{"$f":"GRDesign!$H124","v":1},{"$f":"GRDesign!$H125","v":5},{"$f":"GRDesign!$H126","v":15},null,null,null,null,"Visit cycle (years)",1,{"$f":"ICDesign!H136","v":5},{"$f":"ICDesign!H137","v":15},null,null,null,null,"Visit cycle (years)",{"$f":"ITDesign!I135","v":1},{"$f":"ITDesign!I136","v":5},{"$f":"ITDesign!I137","v":15},null,null,null,null,"Visit cycle (years)",{"$f":"PICPDesign!$H$134","v":1},{"$f":"PICPDesign!$H$135","v":5},{"$f":"PICPDesign!$H$136","v":15},null,null,null,null,"Visit cycle (years)",{"$f":"RWHDesign!$H$135","v":1},{"$f":"RWHDesign!$H$136","v":5},{"$f":"RWHDesign!$H$137","v":15},null,null,null,null,"Time (hours)",3,null,null,null,null,null,null,"Time (hours)",3]
[null,null,"Size (m2 of practice)",{"$f":"D7","v":100},{"$f":"D7","v":100},{"$f":"D7","v":100},null,null,null,null,"Size (m2 of practice)",{"$f":"L7","v":200},{"$f":"L7","v":200},{"$f":"L7","v":200},null,null,null,null,"Size (m2 of practice)",{"$f":"T7","v":1000},{"$f":"T7","v":1000},{"$f":"T7","v":1000},null,null,null,null,"Size (m2 of practice)",{"$f":"AB6","v":1936},{"$f":"AB6","v":1936},{"$f":"AB6","v":1936},null,null,null,null,"Size (m2 of practice)",{"$f":"$AJ$9","v":124.54150176},{"$f":"$AJ$9","v":124.54150176},{"$f":"$AJ$9","v":124.54150176},null,null,null,null,"Size (m2 of practice)",{"$f":"$AJ$9","v":124.54150176},{"$f":"$AJ$9","v":124.54150176},{"$f":"$AJ$9","v":124.54150176},null,null,null,null,"Size (m2 of practice)",{"$f":"$AZ$7","v":0},{"$f":"$AZ$7","v":0},{"$f":"$AZ$7","v":0},null,null,null,null,"Size (m2 of practice)",{"$f":"RWHDesign!F64","v":2000},{"$f":"RWHDesign!F64","v":2000},{"$f":"RWHDesign!F64","v":2000},null,null,null,null,"Staff hourly rate",{"$f":"(1+Assumptions!$D$17)*(1+Assumptions!$D$17)*UnitCosts!$L$207","v":90.835710888571398},null,null,null,null,null,null,"Staff hourly rate",{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L$207","v":80.385584857142845}]
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[]
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[null,null,"Maintenance Inspections",{"$f":"$E42","v":122.40532239610387},{"$f":"$E42","v":122.40532239610387},null,null,null,null,null,"Maintenance Verification",{"$f":"$M42","v":167.11740009774434},{"$f":"$M42","v":167.11740009774434},null,null,null,null,null,"Maintenance Verification",{"$f":"$U42","v":383.65847318181812},{"$f":"U42","v":383.65847318181812},null,null,null,null,null,"Maintanance Inspection",{"$f":"$AC42","v":64.84437178476189},{"$f":"$AC42","v":64.84437178476189},null,null,null,null,null,"Maintenance inspection",{"$f":"$AK42","v":267.72328010958245},{"$f":"$AK42","v":267.72328010958245},null,null,null,null,null,"Maintenance inspection",{"$f":"$AS42","v":267.72328010958245},{"$f":"$AS42","v":267.72328010958245},null,null,null,null,null,"Maintenance inspection",{"$f":"$BA42","v":0},{"$f":"$BA42","v":0},null,null,null,null,null,"Maintenace inspection",{"$f":"BI42","v":397.46205846031739},{"$f":"BI42","v":397.46205846031739},null,null,null,null,null,"Bathymetric survey",{"$f":"BP43","v":2000},{"$f":"BP43","v":2000},null,null,null,null,null,"Monitor and remove invasive plants",{"$f":"$BX$8*(1+Assumptions!$D$17)*UnitCosts!$L$215","v":3628.170163960041},{"$f":"$BX$8*(1+Assumptions!$D$17)*UnitCosts!$L$215","v":3628.170163960041}]
[null,null,"Performance Verification Inspections",{"$f":"$F42","v":380.73018280781025},{"$f":"$F42","v":380.73018280781025},null,null,null,null,null,"Performance Verification",{"$f":"$N42","v":472.31531600250622},{"$f":"$N42","v":472.31531600250622},null,null,null,null,null,"Performance Verification",{"$f":"$V42","v":682.1761260220959},{"$f":"V42","v":682.1761260220959},null,null,null,null,null,"Performance Verification",{"$f":"$AD42","v":410.2350801180952},{"$f":"$AD42","v":410.2350801180952},null,null,null,null,null,"Performance verification",{"$f":"$AL42","v":267.72328010958245},{"$f":"$AL42","v":267.72328010958245},null,null,null,null,null,"Performance verification",{"$f":"$AT42","v":267.72328010958245},{"$f":"$AT42","v":267.72328010958245},null,null,null,null,null,"Performance verification",{"$f":"$BB42","v":0},{"$f":"$BB42","v":0},null,null,null,null,null,"Performance verification",{"$f":"BJ42","v":357.26926603174599},{"$f":"BJ42","v":357.26926603174599},null,null,null,null,null,"Monitor and remove invasive plants",{"$f":"$BP$8*(1+Assumptions!$D$17)*UnitCosts!$L$215","v":1278.6814769128891},{"$f":"$BP$8*(1+Assumptions!$D$17)*UnitCosts!$L$215","v":1278.6814769128891},null,null,null,null,null,"Watering - Year 1 only",{"$f":"($BX$8*(1+Assumptions!$D$17)*UnitCosts!$L$205+(1+Assumptions!$D$17)*UnitCosts!$L$203)*Assumptions!$D$36","v":5124.7567352452252},{"$f":"($BX$8*(1+Assumptions!$D$17)*UnitCosts!$L$205+(1+Assumptions!$D$17)*UnitCosts!$L$203)*Assumptions!$D$36","v":5124.7567352452252}]
[null,null,"     PV Option #1:  Surface infiltration testing",{"$f":"$F46","v":1317.0781666666667},1317.0781666666667,null,null,null,null,null,"     PV Option #1:  Surface infiltration testing",{"$f":"N46","v":2074.8491666666669},{"$f":"N46","v":2074.8491666666669},null,null,null,null,null,"     PV Option #1:  Surface infiltration testing",{"$f":"V45","v":1317.0781666666667},{"$f":"V45","v":1317.0781666666667},null,null,null,null,null,"Watering - Year 1 only",{"$f":"IF(AB7=\"Yes\",0,$AB9*((1+Assumptions!$D$17)*UnitCosts!$L$204+(1+Assumptions!$D$17)*UnitCosts!$L$202)*Assumptions!$D$36)","v":951.97482804375147},{"$f":"IF(AB7=\"Yes\",0,$AB9*((1+Assumptions!$D$17)*UnitCosts!$L$204+(1+Assumptions!$D$17)*UnitCosts!$L$202)*Assumptions!$D$36)","v":951.97482804375147},null,null,null,null,null,"     PV Option #1:  Natural event testing",{"$f":"AL45","v":2000},{"$f":"AL45","v":2000},null,null,null,null,null,"     PV Option #1:  Natural event testing",{"$f":"AT45","v":2000},{"$f":"AT45","v":2000},null,null,null,null,null,"     PV Option #1:  Surface infiltration testing",{"$f":"BB44","v":279.65358333333336},{"$f":"BB44","v":279.65358333333336},null,null,null,null,null,"     PV Option #1:  Cistern pump test",{"$f":"BJ45","v":80.385584857142845},{"$f":"BJ45","v":80.385584857142845},null,null,null,null,null,"Watering - Year 1 only",{"$f":"($BP$8*(1+Assumptions!$D$17)*UnitCosts!$L$205+(1+Assumptions!$D$17)*UnitCosts!$L$203)*Assumptions!$D$36","v":3243.3916707526428},{"$f":"($BP$8*(1+Assumptions!$D$17)*UnitCosts!$L$205+(1+Assumptions!$D$17)*UnitCosts!$L$203)*Assumptions!$D$36","v":3243.3916707526428},null,null,null,null,null,"Watering - Year 2 only",0,0]
[null,null,"     PV Option #2:  Natural event testing",2000,2000,null,null,null,null,null,"     PV Option #2:  Natural event testing",{"$f":"N47","v":2000},{"$f":"$N47","v":2000},null,null,null,null,null,"Watering - first year only",{"$f":"$T8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*Assumptions!$D$36","v":4130.9923015814084},{"$f":"$T8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*Assumptions!$D$36","v":4130.9923015814084},null,null,null,null,null,"Watering - Year 2 only",{"$f":"IF(AB7=\"Yes\",0,$AB9*((1+Assumptions!$D$17)*UnitCosts!$L$204+(1+Assumptions!$D$17)*UnitCosts!$L$202)*(1-$AB$19)*Assumptions!$D$37+$AB9*((1+Assumptions!$D$17)*UnitCosts!$L$204+(1+Assumptions!$D$17)*UnitCosts!$L$202)*($AB$19)*Assumptions!$D$38)","v":539.45240255812587},{"$f":"IF(AB7=\"Yes\",0,$AB9*((1+Assumptions!$D$17)*UnitCosts!$L$204+(1+Assumptions!$D$17)*UnitCosts!$L$202)*(1-$AC$19)*Assumptions!$D$37+$AB9*((1+Assumptions!$D$17)*UnitCosts!$L$204+(1+Assumptions!$D$17)*UnitCosts!$L$202)*($AC$19)*Assumptions!$D$38)","v":550.02990064750088},null,null,null,null,null,"     PV Option #2:  Simulated event testing",2791,2791,null,null,null,null,null,"     PV Option #2:  Simulated event testing",{"$f":"AT46","v":2857.9214999999999},{"$f":"AT46","v":2857.9214999999999},null,null,null,null,null,"     PV Option #2:  Natural event testing",{"$f":"BB45","v":2000},{"$f":"BB45","v":2000},null,null,null,null,null,"Remove litter",{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L210*$BH11*BH16","v":17.064503131222885},{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L210*$BH11*BI16","v":34.12900626244577},null,null,null,null,null,"Watering - Year 2 only",0,0,null,null,null,null,null,"Annual watering - Starts in Year 3",0,0]
[null,null,"     PV Option #3:  Simulated event testing",2857.9214999999999,2857.9214999999999,null,null,null,null,null,"     PV Option #3:  Simulated event testing",{"$f":"N48","v":2857.9214999999999},{"$f":"$N48","v":2857.9214999999999},null,null,null,null,null,"Watering - second year only",{"$f":"$T8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*(1-$T$21)*Assumptions!$D$37+$T8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*($T$21)*Assumptions!$D$38","v":2340.8956375627981},{"$f":"$T8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*(1-$U$21)*Assumptions!$D$37+$T8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*($U$21)*Assumptions!$D$38","v":2386.7955520248142},null,null,null,null,null,"Annual watering - Starts in Year 3",{"$f":"IF(AB7=\"Yes\",0,Assumptions!$D$40+$AB9*((1+Assumptions!$D$17)*UnitCosts!$L$204+(1+Assumptions!$D$17)*UnitCosts!$L$202)*($AB$19)*Assumptions!$D$39)","v":64.464988536250104},{"$f":"IF(AB7=\"Yes\",0,$AB9*((1+Assumptions!$D$17)*UnitCosts!$L$204+(1+Assumptions!$D$17)*UnitCosts!$L$202)*($AC$19)*Assumptions!$D$39)","v":126.92997707250021},null,null,null,null,null,"     PV Option #3:  6 months water level monitoring",{"$f":"AL47","v":6000},{"$f":"AL47","v":6000},null,null,null,null,null,"     PV Option #3:  6 months water level monitoring",{"$f":"AT47","v":6000},{"$f":"AT47","v":6000},null,null,null,null,null,"     PV Option #3:  Simulated event testing",{"$f":"BB46","v":2857.9214999999999},{"$f":"BB46","v":2857.9214999999999},null,null,null,null,null,"Cleaning in-line filter",{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L209*BH17","v":148.32014162499999},{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L209*BI17","v":296.64028324999998},null,null,null,null,null,"Annual watering - Starts in Year 3",0,0,null,null,null,null,null,"Drought watering",0,0]
[null,null,"     PV Option #4:  6 months water level monitoring",6000,6000,null,null,null,null,null,"     PV Option #4:  6 months water level monitoring",{"$f":"N49","v":6000},{"$f":"$N49","v":6000},null,null,null,null,null,"Annual watering - Starts in year 3",{"$f":"$T8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*($T$21)*Assumptions!$D$39","v":275.39948677209395},{"$f":"$T8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*($U$21)*Assumptions!$D$39","v":550.7989735441879},null,null,null,null,null,"Drought watering",{"$f":"IF(AB7=\"Yes\",0,AB9*((1+Assumptions!$D$17)*UnitCosts!$L$204+(1+Assumptions!$D$17)*UnitCosts!$L$202))","v":105.77498089375017},{"$f":"IF(AB7=\"Yes\",0,AB9*((1+Assumptions!$D$17)*UnitCosts!$L$204+(1+Assumptions!$D$17)*UnitCosts!$L$202))","v":105.77498089375017},null,null,null,null,null,"Remove litter",{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L210*$AJ9*AJ16","v":53.130971168768014},{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L210*$AJ9*AK16","v":106.26194233753603},null,null,null,null,null,"Remove litter",{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L210*$AR10*AR16","v":49.56231449888147},{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L210*$AR10*AS16","v":99.12462899776294},null,null,null,null,null,"     PV Option #4:  6 months water level monitoring",{"$f":"BB47","v":6000},{"$f":"BB47","v":6000},null,null,null,null,null,"Above, outdoor cistern off-line in winter",{"$f":"IF(AND($BH7=\"Above-ground Plastic\",$BH8=\"Outdoor\"),$BI32*$BH6*BH18,0)","v":0},{"$f":"IF(AND($BH7=\"Above-ground Plastic\",$BH8=\"Outdoor\"),$BI32*$BH6*BI18,0)","v":0},null,null,null,null,null,"Drought watering",0,0,null,null,null,null,null,"Remove litter and debris",{"$f":"$BX$8*(1+Assumptions!$D$17)*UnitCosts!$L$210*$BX$17","v":4798.0699311145036},{"$f":"$BX$8*(1+Assumptions!$D$17)*UnitCosts!$L$210*$BQ$17","v":9596.1398622290071}]
[null,null,"Watering - Year 1 only",{"$f":"$D8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*Assumptions!$D$36","v":275.39948677209384},{"$f":"$D8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*Assumptions!$D$36","v":275.39948677209384},null,null,null,null,null,"Watering - Year 1 only",{"$f":"$L8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*Assumptions!$D$36","v":173.93651796132249},{"$f":"$L8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*Assumptions!$D$36","v":173.93651796132249},null,null,null,null,null,"Drought watering",{"$f":"T8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)","v":458.99914462015653},{"$f":"T8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)","v":458.99914462015653},null,null,null,null,null,"Weeding",{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L133*$AB9*AB18","v":28790.689077060128},{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L133*$AB9*AC18","v":57581.378154120255},null,null,null,null,null,"Clean out isolator row",{"$f":"IF($AJ7>0,(1+Assumptions!$D$17)*UnitCosts!$L220,0)","v":349.16999999999996},{"$f":"IF($AJ7>0,(1+Assumptions!$D$17)*UnitCosts!$L220,0)","v":349.16999999999996},null,null,null,null,null,"Replace filter cloth & dispose sediment ",{"$f":"((1+Assumptions!$D$17)*UnitCosts!L139*$AR9)","v":3299.840542922751},{"$f":"((1+Assumptions!$D$17)*UnitCosts!L139*$AR9)","v":3299.840542922751},null,null,null,null,null,"Remove litter",{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L210*$AZ7*AZ16","v":0},{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L210*$AZ7*BA16","v":0},null,null,null,null,null,"Cleaning out tank",{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L219","v":1396.6799999999998},{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L219","v":1396.6799999999998},null,null,null,null,null,"Remove litter and debris",{"$f":"$BP$8*(1+Assumptions!$D$17)*UnitCosts!$L$210*$BP$17","v":1690.9910143664329},{"$f":"$BP$8*(1+Assumptions!$D$17)*UnitCosts!$L$210*$BQ$17","v":3381.9820287328657},null,null,null,null,null,"Maintain trees",{"$f":"$BX$8*(1+Assumptions!$D$17)*UnitCosts!$L$214","v":9859.8091074301574},{"$f":"$BX$8*(1+Assumptions!$D$17)*UnitCosts!$L$214","v":9859.8091074301574}]
[null,null,"Watering - Year 2 only",{"$f":"$D8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*(1-$D$22)*Assumptions!$D$37+$D8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*($D$22)*Assumptions!$D$38","v":156.05970917085318},{"$f":"$D8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*(1-$E$22)*Assumptions!$D$37+$D8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*($E$22)*Assumptions!$D$38","v":159.11970346832089},null,null,null,null,null,"Watering - Year 2 only",{"$f":"$L8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*(1-$L$21)*Assumptions!$D$37+$L8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*($L$21)*Assumptions!$D$38","v":98.564026844749407},{"$f":"$L8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*(1-$M$21)*Assumptions!$D$37+$L8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*($M$21)*Assumptions!$D$38","v":100.49665482209744},null,null,null,null,null,"Remove litter and debris",{"$f":"$T7*(1+Assumptions!$D$17)*UnitCosts!$L210*T17","v":426.61257828057217},{"$f":"$T7*(1+Assumptions!$D$17)*UnitCosts!$L210*U17","v":853.22515656114433},null,null,null,null,null,"Remove litter",{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L210*$AB6*AB17","v":825.9219515511877},{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L210*$AB6*AC17","v":1651.8439031023754},null,null,null,null,null,"Clean out catchbasin - Starts Year 2",{"$f":"IF($AJ6=$AJ8,(1+Assumptions!$D$17)*UnitCosts!$L221,0)","v":0},{"$f":"IF($AJ6=$AJ8,(1+Assumptions!$D$17)*UnitCosts!$L221,0)","v":0},null,null,null,null,null,"Clean out catchbasin - Starts Year 2",{"$f":"IF($AR6=$AR8,(1+Assumptions!$D$17)*UnitCosts!$L221,0)","v":0},{"$f":"IF($AR6=$AR8,(1+Assumptions!$D$17)*UnitCosts!$L221,0)","v":0},null,null,null,null,null,"Surface vacuum - Starts Year 2",{"$f":"(1+Assumptions!$D$17)*UnitCosts!L149*$AZ7","v":0},{"$f":"(1+Assumptions!$D$17)*UnitCosts!L149*$AZ7","v":0},null,null,null,null,null,"Replacing pump & pressure tank",{"$f":"((1+Assumptions!$D$17)*UnitCosts!L159+(1+Assumptions!$D$17)*UnitCosts!L160)","v":1099.2300999999998},{"$f":"((1+Assumptions!$D$17)*UnitCosts!L159+(1+Assumptions!$D$17)*UnitCosts!L160)","v":1099.2300999999998},null,null,null,null,null,"Maintain trees",{"$f":"$BP$8*(1+Assumptions!$D$17)*UnitCosts!$L$214","v":3474.9073780506401},{"$f":"$BP$8*(1+Assumptions!$D$17)*UnitCosts!$L$214","v":3474.9073780506401},null,null,null,null,null,"Mow access road shoulders",{"$f":"$BX$11*2*(1+Assumptions!$D$17)*UnitCosts!$L$218","v":84.269151265298206},{"$f":"$BX$11*2*(1+Assumptions!$D$17)*UnitCosts!$L$218","v":84.269151265298206}]
[null,null,"Annual watering - Starts in Year 3",{"$f":"$D8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*($D$22)*Assumptions!$D$39+$D8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*(1-$D$22)*Assumptions!$D$40","v":45.899914462015644},{"$f":"$D8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*($E$22)*Assumptions!$D$39","v":36.719931569612513},null,null,null,null,null,"Annual watering - Starts in Year 3",{"$f":"$L8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*($L$21)*Assumptions!$D$39","v":11.595767864088167},{"$f":"$L8*((1+Assumptions!$D$17)*UnitCosts!$L$201+(1+Assumptions!$D$17)*UnitCosts!$L$202)*($M$21)*Assumptions!$D$39","v":23.191535728176333},null,null,null,null,null,"Mowing",{"$f":"$T8*(1+Assumptions!$D$17)*UnitCosts!$L217*T22","v":490.47279447380606},{"$f":"$T8*(1+Assumptions!$D$17)*UnitCosts!$L217*U22","v":980.94558894761212},null,null,null,null,null,"Plant replacement - Starts in Year 2",{"$f":"(1+Assumptions!$D$17)*UnitCosts!L127*$AB9*AB19","v":26002.105192167732},{"$f":"(1+Assumptions!$D$17)*UnitCosts!L127*$AB9*AC19","v":52004.210384335463},null,null,null,null,null,"Clean out HDS - Starts Year 2",{"$f":"IF(ICDesign!$M80>0,(1+Assumptions!$D$17)*UnitCosts!$L219,0)","v":1396.6799999999998},{"$f":"IF(ICDesign!$M80>0,(1+Assumptions!$D$17)*UnitCosts!$L219,0)","v":1396.6799999999998},null,null,null,null,null,"Clean out HDS - Starts Year 2",{"$f":"IF(ITDesign!M82>0,(1+Assumptions!$D$17)*UnitCosts!$L219,0)","v":1396.6799999999998},{"$f":"IF(ITDesign!M82>0,(1+Assumptions!$D$17)*UnitCosts!$L219,0)","v":1396.6799999999998},null,null,null,null,null,"Re-place joint material after vacuum",{"$f":"(($AZ7*$AZ10*AZ19*(1+Assumptions!$D$17)*UnitCosts!$L146))","v":0},{"$f":"(($AZ7*$AZ10*BA19*(1+Assumptions!$D$17)*UnitCosts!$L146))","v":0},null,null,null,null,null,"Routine - cistern pump test",{"$f":"BH45","v":80.385584857142845},{"$f":"BH45","v":80.385584857142845},null,null,null,null,null,"Mow access road shoulders",{"$f":"$BP$11*2*(1+Assumptions!$D$17)*UnitCosts!$L$218","v":84.269151265298191},{"$f":"$BP$11*2*(1+Assumptions!$D$17)*UnitCosts!$L$218","v":84.269151265298191},null,null,null,null,null,"Sediment removal from forebay - Starts Year 2",{"$f":"IF($BX$10=0,0,$BX$10*$BX$18*PondCleanout!$F$37)","v":344047.2},{"$f":"IF($BX$10=0,0,$BX$10*$BX$18*PondCleanout!$G$37)","v":412856.64}]
[null,null,"Drought watering",{"$f":"D8*((1+Assumptions!$D$17)*UnitCosts!$L$202)","v":3.8269313747646558},{"$f":"D8*((1+Assumptions!$D$17)*UnitCosts!$L$202)","v":3.8269313747646558},null,null,null,null,null,"Drought watering",{"$f":"L8*((1+Assumptions!$D$17)*UnitCosts!$L$202)","v":2.4170092893250463},{"$f":"L8*((1+Assumptions!$D$17)*UnitCosts!$L$202)","v":2.4170092893250463},null,null,null,null,null,"Core aeration of lawn",{"$f":"$T$8*(1+Assumptions!$D$17)*UnitCosts!$L$206*$T$23","v":375.84362184213637},{"$f":"$T$8*(1+Assumptions!$D$17)*UnitCosts!$L$206*$U$23","v":375.84362184213637},null,null,null,null,null,"Green roof irrigation test",{"$f":"IF(AB7=\"No\",0,AB45)","v":0},{"$f":"IF(AB7=\"No\",0,AB45)","v":0},null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Flush out pipes",{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L216*$AR12*AR17","v":1808.9943059613049},{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L216*$AR12*AS17","v":1808.9943059613049},null,null,null,null,null,"Restriping",{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L148*$AZ7","v":0},{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L148*$AZ7","v":0},null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Sediment removal - Starts Year 2",{"$f":"$BP$9*$BP$18*PondCleanout!$F$36","v":216729.9592646744},{"$f":"$BP$9*$BQ$18*PondCleanout!$G$36","v":182717.59339467075},null,null,null,null,null,"Sediment removal from OGS - Starts Year 2",{"$f":"IF(DPONDDesign!F70=\"ogs\",1*(1+Assumptions!$D$17)*UnitCosts!$L$219,0)","v":0},{"$f":"IF(DPONDDesign!F70=\"ogs\",1*(1+Assumptions!$D$17)*UnitCosts!$L$219,0)","v":0}]
[null,null,"Remove litter and debris",{"$f":"$D7*(1+Assumptions!$D$17)*UnitCosts!$L210*D17","v":42.661257828057209},{"$f":"$D7*(1+Assumptions!$D$17)*UnitCosts!$L210*E17","v":85.322515656114419},null,null,null,null,null,"Remove litter and debris",{"$f":"$L7*(1+Assumptions!$D$17)*UnitCosts!$L210*L17","v":85.322515656114419},{"$f":"$L7*(1+Assumptions!$D$17)*UnitCosts!$L210*M17","v":170.64503131222884},null,null,null,null,null,"Weed",{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L215*$T8*T19","v":645.18568937493922},{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L215*$T8*U19","v":1290.3713787498784},null,null,null,null,null,"Test membrane",{"$f":"AC46","v":31523.812495999999},{"$f":"AC46","v":31523.812495999999},null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Replace pavers",{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L143*$AZ7*AZ17","v":0},{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L143*$AZ7*BA17","v":0},null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Clear cleanout drains ",{"$f":"2*(1+Assumptions!$D$17)*UnitCosts!$L$220","v":698.33999999999992},{"$f":"2*(1+Assumptions!$D$17)*UnitCosts!$L$220","v":698.33999999999992},null,null,null,null,null,"Clear cleanout drains ",{"$f":"1*(1+Assumptions!$D$17)*UnitCosts!$L$220","v":349.16999999999996},{"$f":"1*(1+Assumptions!$D$17)*UnitCosts!$L$220","v":349.16999999999996}]
[null,null,"Prune",{"$f":"$D8*(1+Assumptions!$D$17)*UnitCosts!$L213*D18","v":61.00735430143984},{"$f":"$D8*(1+Assumptions!$D$17)*UnitCosts!$L213*E18","v":61.00735430143984},null,null,null,null,null,"Mowing",{"$f":"$L8*(1+Assumptions!$D$17)*UnitCosts!$L217*L22","v":20.651486083107624},{"$f":"$L8*(1+Assumptions!$D$17)*UnitCosts!$L217*M22","v":41.302972166215248},null,null,null,null,null,"Prune",{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L213*$T8*T18","v":915.11031452159773},{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L213*$T8*U18","v":915.11031452159773},null,null,null,null,null,"Repair membrane - Starts in Year 10",{"$f":"IF(AB8=\"None\",0,(1+Assumptions!$D$17)*UnitCosts!$L134*AB20)","v":886.89179999999988},{"$f":"IF(AB8=\"None\",0,(1+Assumptions!$D$17)*UnitCosts!$L134*AC20)","v":1773.7835999999998},null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Clean out pipes",{"$f":"IF($AZ8<0,0,(1+Assumptions!$D$17)*UnitCosts!$L216*$AZ8*AZ18)","v":0},{"$f":"IF($AZ8<0,0,(1+Assumptions!$D$17)*UnitCosts!$L216*$AZ8*BA18)","v":0},null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Add additional options",0,0]
[null,null,"Weed",{"$f":"$D8*(1+Assumptions!$D$17)*UnitCosts!$L215*D19","v":43.012379291662612},{"$f":"$D8*(1+Assumptions!$D$17)*UnitCosts!$L215*E19","v":86.024758583325223},null,null,null,null,null,"Sediment removal - Starts Year 2",{"$f":"$L6*Assumptions!$D3*(1+Assumptions!$D$17)*UnitCosts!$L200*L20","v":266.97625492499998},{"$f":"$L6*Assumptions!$D3*(1+Assumptions!$D$17)*UnitCosts!$L200*M20","v":533.95250984999996},null,null,null,null,null,"Remove Sediment - Starts year 2",{"$f":"$T6*Assumptions!$D3*(1+Assumptions!$D$17)*UnitCosts!$L200*T20","v":1334.8812746249998},{"$f":"$T6*Assumptions!$D3*(1+Assumptions!$D$17)*UnitCosts!$L200*U20","v":2669.7625492499997},null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Add additional options",0,0]
[null,null,"Sediment removal - Starts Year 2",{"$f":"$D6*Assumptions!$D3*(1+Assumptions!$D$17)*UnitCosts!$L200*D20","v":266.97625492499998},{"$f":"$D6*Assumptions!$D3*(1+Assumptions!$D$17)*UnitCosts!$L200*E20","v":533.95250984999996},null,null,null,null,null,"Replace sod - Starts Year 2",{"$f":"$L8*(1+Assumptions!$D$17)*UnitCosts!L96*L21","v":23.562098215626147},{"$f":"$L8*(1+Assumptions!$D$17)*UnitCosts!L96*M21","v":47.124196431252294},null,null,null,null,null,"Replace sod - Starts year 2",{"$f":"$T8*(1+Assumptions!$D$17)*UnitCosts!L96*T21","v":559.59983262112098},{"$f":"$T8*(1+Assumptions!$D$17)*UnitCosts!L96*U21","v":1119.199665242242},null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Rehabilitation",{"$f":"AJ12","v":0},{"$f":"AJ12","v":0},null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Rehabilitation",{"$f":"BH10","v":0},{"$f":"BH10","v":0},null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Add additional options",0,0]
[null,null,"Add mulch to maintain 75 mm - Starts Year 2",{"$f":"$D9*(1+Assumptions!$D$17)*UnitCosts!L199*D21","v":49.65074616333581},{"$f":"$D9*(1+Assumptions!$D$17)*UnitCosts!L199*E21","v":49.65074616333581},null,null,null,null,null,"Weed",{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L215*$L8*L19","v":27.165713236839551},{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L215*$L8*M19","v":54.331426473679102},null,null,null,null,null,"User added additional options",0,0,null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rehabilitation",{"$f":"AR11","v":0},{"$f":"AR11","v":0},null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,null,null,null,null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Add additional options",0,0]
[null,null,"Replace lost vegetation - Starts Year 2",{"$f":"$D8*(1+Assumptions!$D$17)*UnitCosts!L185*D22","v":633.40345841999988},{"$f":"$D8*(1+Assumptions!$D$17)*UnitCosts!L185*E22","v":1266.8069168399998},null,null,null,null,null,"Prune",{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L213*$L8*L18","v":38.530960611435695},{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L213*$L8*M18","v":38.530960611435695},null,null,null,null,null,"User added additional options",0,0,null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,null,null,null,null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Add additional options",0,0]
[null,null,"Unclog underdrain - Starts Year 2",{"$f":"IF($D10<0,0,$D10*(1+Assumptions!$D$17)*UnitCosts!$L216*D23)","v":156.51934744094487},{"$f":"IF($D10<0,0,$D10*(1+Assumptions!$D$17)*UnitCosts!$L216*E23)","v":156.51934744094487},null,null,null,null,null,"User added additional options",0,0,null,null,null,null,null,"User added additional options",0,0,null,null,null,null,null,"Rehabilitation",{"$f":"AB11","v":968266.75327015715},{"$f":"AB11","v":968266.75327015715},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rehabilitation",{"$f":"AZ9","v":6045.4074964550991},{"$f":"AZ9","v":6045.4074964550991},null,null,null,null,null,null,null,null,null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Add additional options",0,0]
[null,null,"User added additional options",0,0,null,null,null,null,null,"User added additional options",0,0,null,null,null,null,null,"User added additional options",0,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Add additional options",0,0]
[null,null,"User added additional options",0,0,null,null,null,null,null,"User added additional options",0,0,null,null,null,null,null,"Rehabilitation",{"$f":"T9","v":9989.8765057291312},{"$f":"T9","v":9989.8765057291312},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Add additional options",0,0,null,null,null,null,null,"Rehabilitation",{"$f":"BX12","v":0},{"$f":"BX12","v":0}]
[null,null,"User added additional options",0,0,null,null,null,null,null,"User added additional options",0,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rehabilitation",{"$f":"BP12","v":0},{"$f":"BP12","v":0}]
[null,null,"User added additional options",0,0,null,null,null,null,null,"Rehabilitation",{"$f":"L11","v":4936.5552710847951},{"$f":"L11","v":4936.5552710847951}]
[null,null,"Rehabilitation",{"$f":"D11","v":8811.9917761460729},{"$f":"D11","v":8811.9917761460729}]

{"sheet":"RehabCosts","index":15,"n_rows":98,"n_cols":67,"rows_kept":98,"cut":false,"hidden":false,"merged":[[8,39,8,41],[8,47,8,49],[2,47,2,49],[43,1,47,1],[39,20,39,22],[2,27,2,29],[2,33,2,35],[2,2,2,4],[2,8,2,10],[2,20,2,22],[8,20,8,22]]}
["TOC","REHABILITATION COSTS"]
[]
[null,null,"BIORETENTION",null,null,null,null,null,"ENHANCED GRASS SWALE",null,null,null,null,null,"VEGETATED FILTER STRIP",null,null,null,null,null,"GREEN ROOF",null,null,null,null,null,null,"INFITRATION CHAMBER",null,null,null,null,null,"INFILTRATION TRENCH",null,null,null,null,null,"PERMEABLE PAVEMENT",null,null,null,null,null,null,null,"RAINWATER HARVESTING",null,null,null,null,null,null,null,"WET POND",null,null,null,null,null,null,null,"DRY POND"]
[null,null,"Year of rehabilitation",{"$f":"BRDesign!I153","v":25},"years",null,null,null,"Year of rehabilitation",{"$f":"EGSDesign!H163","v":25},"year",null,null,null,"Year of rehabilitation",{"$f":"VFSDesign!H141","v":25},"years",null,null,null,"Year of rehabilitation",{"$f":"GRDesign!H141","v":40},"years",null,null,null,null,"Year of rehabilitation",{"$f":"ICDesign!H149","v":0},"years",null,null,null,"Year of rehabilitation",0,"years",null,null,null,"Year of rehabilitation",30,"years",null,null,null,null,null,"Year of rehabilitation",{"$f":"RWHDesign!H149","v":40},"years",null,null,null,null,null,"Year of rehabilitation",{"$f":"WPONDDesign!S98","v":0},"years",null,null,null,null,null,"Year of rehabilitation",{"$f":"DPONDDesign!AA98","v":0},"years"]
[null,null,"Total size",{"$f":"BRDesign!G82","v":100},"m2",null,null,null,"Total size",{"$f":"EGSDesign!F87","v":200},"m2",null,null,null,"Total size",{"$f":"VFSDesign!F76","v":1000},"m2",null,null,null,"Drainage area",{"$f":"GRDesign!F77","v":1936},"m2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PP surface area",{"$f":"PICPDesign!F82","v":0},"m2",null,null,null,null,null,"Tank size",{"$f":"IF(RWHDesign!F65=\"Underground Concrete\",0,RWHDesign!F80)","v":15000},"L"]
[null,null,"Planting size",{"$f":"BRDesign!M94","v":66.666666666666657},"m2",null,null,null,"Planting size",{"$f":"EGSDesign!K95","v":233.4375987179576},"m2",null,null,null,"Planting size",{"$f":"CapitalCosts!Y147","v":1000},"m2",null,null,null,"Media/Plant area",{"$f":"GRDesign!K76","v":1819.8918506359121},"m2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length along asphalt edge, and outside edge",{"$f":"PICPDesign!F70","v":30},"m"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Height of building",{"$f":"IF(GRDesign!F65=\"1 - 5\",12,32)","v":12},"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length of other sides",{"$f":"PICPDesign!F84","v":0},"m"]
[]
[null,null,"DECONSTRUCTION TASKS",null,{"$f":"E10+E17","v":220.22000977199886},null,null,null,"DECONSTRUCTION TASKS",null,{"$f":"K10+K12+K14","v":983.5791706625364},null,null,null,"DECONSTRUCTION TASKS",null,{"$f":"Q10+Q12+Q14","v":4213.4565128512568},null,null,null,"DECONSTRUCTION TASKS",null,null,{"$f":"SUM(W11,W14,W16,W18,W20,W22,W23,W26,W28,W29,W32,W34,W35,W38)","v":137398.30024592805},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DECONSTRUCTION TASKS",null,null,{"$f":"AP11+AP12+AP15+AP18+AP19+AP22+AP24","v":640.14499999999998},null,null,null,null,"DECONSTRUCTION TASKS",null,null,2000]
[null,null,"Plant removal",null,{"$f":"SUM(E15:E16,E12:E13)","v":46.051422386769133},null,null,null,"Remove grass1",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L97*J6","v":269.80117149318386},null,null,null,"Remove grass1",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L97*P6","v":1155.7742753306902},null,null,null,"Remove sedum, 4\" medium & stone",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Remove pavers",{"$f":"0.08*AO5","v":0},"m3",null,null,null,null,null,"Plastic tank removal"]
[null,null,"Cut & Chip light trees",0.33,"Plants",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Labour to remove sedum, filter media and stone",null,{"$f":"IF(GRDesign!F71=4,(1+Assumptions!$D$17)*UnitCosts!L129*RehabCosts!V6*0.1,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Labour + Equipment",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L12*AO10","v":0},null,null,null,null,null,"Disposal"]
[null,null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L178","v":1.4962556010141597},"labour & equip /m2",{"$f":"C12*$D$6*$D$11","v":32.917623222311505},null,null,null,"Till 6\" deep",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L35*J6","v":252.72514798095699},null,null,null,"Till 6\" deep",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L35*P6","v":1082.6240047401398},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Loading",{"$f":"Assumptions!D8","v":0.15},{"$f":"AP11*AO12","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Remove sedum, 6\" media & stone",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Disposal",{"$f":"AO10*(1+Assumptions!D10)","v":0},"m3"]
[null,null,"Grub stumps",null,null,null,null,null,"Roll the tilled soil2",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L36*J6","v":461.05285118839566},null,null,null,"Roll the tilled soil2",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L36*P6","v":1975.0582327804266},null,null,null,"Labour to remove sedum, filter media and stone",null,{"$f":"IF(GRDesign!F71=6,(1+Assumptions!$D$17)*UnitCosts!L129*V6*0.15,0)","v":20309.509911924917},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Assumptions!$D$9","v":13.76},"m3 per truck",{"$f":"ROUNDUP(AO13/AN14,0)","v":0},"trips"]
[null,null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L179","v":0.59699087111171023},"labour & equip /m2",{"$f":"C15*$D$6*D11","v":13.133799164457624},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Disposal of sedum (either size)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L30*AP14","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Carry across roof"]
[null,null,"Filter media removal",null,{"$f":"SUM(E21:E22,E27)","v":174.16858738522973},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Weight (asume same as filter media)",{"$f":"IF(W11>0,(V6*0.1*1.17),(V6*0.15*1.17))","v":319.39101978660256},"tonnes",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Remove No. 8, and top 2\" of No.57 stone",{"$f":"0.1*AO5","v":0},"m3"]
[null,null,"Old media",0.15,"m removed",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Disposal cost",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L130*V17","v":34389.92471034632},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equipment",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L13*AO17","v":0}]
[null,null,null,{"$f":"D18*D5","v":15},"Bm3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Remove Drainage layer (assume 1\" thick)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Loading",{"$f":"Assumptions!D8","v":0.15},{"$f":"SUM(AP18:AP18)*AO19","v":0}]
[null,null,"Remove media","Labour + equip.",{"$f":"D19*(1+Assumptions!$D$17)*UnitCosts!$L$14","v":253.19397679042058},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Labour to remove drainage layer ",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L129*V21","v":3384.9183186541527},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Disposal2",{"$f":"AO17*(1+Assumptions!D10/2)","v":0},"m3"]
[null,null,"Loading",{"$f":"Assumptions!D8","v":0.15},{"$f":"E20*D21","v":37.979096518563082},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Volume",{"$f":"V6*0.025","v":45.497296265897802},"m3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Assumptions!$D$9","v":13.76},"m3 per truck",{"$f":"ROUNDUP(AO20/AN21,0)","v":0},"trips"]
[null,null,"Swelling",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Weight (asume same as filter media)",{"$f":"V21*1.17","v":53.231836631100428},"tonnes",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L30*AP21","v":0}]
[null,null,{"$f":"Assumptions!D10","v":0.25},{"$f":"D19*C23+D19","v":18.75},"Bm3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Disposal cost",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L130*V22","v":5731.6541183910531},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Soil testing"]
[null,null,"Trucking",{"$f":"Assumptions!$D$9","v":13.76},"M3 per truck load",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,"test",{"$f":"AN24*(1+Assumptions!$D$17)*UnitCosts!L212","v":640.14499999999998}]
[null,null,"Truck loads required",{"$f":"ROUNDUP(D19/D24,0)","v":2},"loads",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Remove insulation (assume 4 inch thick)"]
[null,null,null,{"$f":"Assumptions!D11","v":3},"trips per hour",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Labour to remove insulation",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L129*V27","v":13539.673274616611}]
[null,null,null,null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L30/D26*D25","v":136.18949086666663},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Volume",{"$f":"V6*0.1","v":181.98918506359121},"m3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Weight (500lb/1000ft2, http://www2.owenscorning.com/comminsul/documents/foamular.pdf)",{"$f":"V6*10.76/1000*500/2200","v":4.4504627983732759},"tonnes"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Disposal cost",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L130*V28","v":479.19656809547575}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Remove TPO/EPDM (assume 60 mils (0.0015 m) thick)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Labour to remove membrane",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L131*V6","v":40736.447000175925}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Volume",{"$f":"V6*0.0015","v":2.7298377759538681},"m3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Weight (2.29 kg/m2, https://roofonline.com/weight-of-roofing-materials/)",{"$f":"V6*2.29/1000","v":4.1675523379562396},"tonnes"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Disposal cost",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L130*V34","v":448.73463012360736}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Disposal method"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Chute",null,{"$f":"V7*(1+Assumptions!$D$17)*UnitCosts!L132","v":18378.241713599997}]
[]
[null,null,"RE-CONSTRUCTION TASKS",null,{"$f":"E41+E46+E60","v":8591.7717663740732},null,null,null,"RE-CONSTRUCTION TASKS",null,{"$f":"K41+K43+K46","v":3952.9761004222587},null,null,null,"RE-CONSTRUCTION TASKS",null,{"$f":"Q41+Q43+Q46","v":5776.4199928778753},null,null,null,"RE-CONSTRUCTION TASKS",null,null,{"$f":"W42+SUM(W45:W57)+W59","v":742844.20272694214},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RE-CONSTRUCTION TASKS",null,null,{"$f":"AP42+AP44+AP46+AP47+AP50+AP52+AP54+AP56+AP58","v":4855.6799967773622},null,null,null,null,"RE-CONSTRUCTION TASKS",null,null,{"$f":"AX42+AX44+AY46","v":15548.51529579596},null,null,null,null,"RE-CONSTRUCTION TASKS",null,null,{"$f":"BF42+BF44+BG46","v":0},null,null,null,null,"RE-CONSTRUCTION TASKS",null,null,{"$f":"BN42+BN44+BO46","v":0}]
[null,null,"Plants",null,{"$f":"SUM(E42,E44)","v":3482.1573274476659},null,null,null,"Re-place sod (labour)",0.67,{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L$96*J6*J41","v":875.23199583930455},null,null,null,"Re-place sod (labour)",0.67,{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L$96*P6*P41","v":3749.3188785615098},null,null,null,"Plant material",{"$f":"GRDesign!F72","v":"mats"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ESC - Filter sock along asphalt edge",null,null,null,null,null,null,null,"Plastic tank replacement"]
[null,null,"Install new plants",{"$f":"D11","v":0.33},{"$f":"(1+Assumptions!$D$17)*UnitCosts!L185*D6*D42","v":2090.2314127859995},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Replace plants",null,{"$f":"GRDesign!M77","v":149458.22513683452},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L6*AO6","v":830.75653641732265},null,null,null,null,null,null,null,{"$f":"IF(AW5<4000,(1+Assumptions!$D$17)*UnitCosts!L156,(1+Assumptions!$D$17)*UnitCosts!L157)*AW5/1000","v":14968.471326209174}]
[null,null,null,null,null,null,null,null,"New sod (material & labour)",{"$f":"1-J41","v":0.32999999999999996},{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L$96*J6*J43","v":431.08441586114992},null,null,null,"New sod (material & labour)",{"$f":"1-P41","v":0.32999999999999996},{"$f":"(1+Assumptions!$D$17)*UnitCosts!$L$96*P6*P43","v":1846.6794476496984},null,null,null,"Labour costs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mobilization/Demobilization3",null,null,null,null,null,null,null,"Pipe attachment"]
[null,null,"Replace plants",{"$f":"1-D11","v":0.66999999999999993},{"$f":"(1+Assumptions!$D$17)*AVERAGE(UnitCosts!L186:L187)*D6*D44","v":1391.9259146616664},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Other costs taken from Design & Capital Costs tab",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6,"3 large pieces of equipment 2 ways",{"$f":"(1+Assumptions!$D$17)*UnitCosts!L43*AN44","v":1394.515146},null,null,null,null,null,null,null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L71*CapitalCosts!BN149","v":508.90628387249996}]
[null,null,null,null,null,null,null,null,"Inspections",null,null,null,null,null,"Inspections",null,null,null,null,null,{"$f":"GRDesign!I65","v":"Crane - Mobilization & Demobilization"},null,{"$f":"GRDesign!M65","v":826.92301639999982},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Base",null,{"$f":"PICPDesign!F74","v":100},"m deep",null,null,null,null,"Inspections"]
[null,null,"Filter media",null,{"$f":"SUM(E50,E52,E54,E56,E59)","v":1556.7162499999999},null,null,null,"Construcion and Performance Acceptance cost",null,{"$f":"CapitalCosts!N199*CapitalCosts!N201+CapitalCosts!O199*CapitalCosts!O201+CapitalCosts!N203+CapitalCosts!O203+CapitalCosts!O206","v":2646.6596887218043},null,null,null,"Construcion and Performance Acceptance cost",null,{"$f":"CapitalCosts!Y199*CapitalCosts!Y201+CapitalCosts!Z199*CapitalCosts!Z201+CapitalCosts!Y203+CapitalCosts!Z203","v":180.42166666666668},null,null,null,{"$f":"GRDesign!I68","v":"Waterproof Membrane + Flashing"},null,{"$f":"GRDesign!M68","v":64748.202374691871},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Material",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L82*AP45*AO5","v":0},null,null,null,null,null,"Construcion and Performance Acceptance cost for rehab1",null,null,{"$f":"CapitalCosts!BO204","v":71.137685714285709}]
[null,null,"New media",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"GRDesign!I69","v":"Root Barrier"},null,{"$f":"GRDesign!M69","v":12382.2688},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Labour & equipment",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L106*AO5","v":0}]
[null,null,{"$f":"D23","v":18.75},"Swelled m3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"GRDesign!I70","v":"Insulation"},null,{"$f":"GRDesign!M70","v":105380.5456}]
[null,null,{"$f":"D19","v":15},"Non-swelled m3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"GRDesign!I71","v":"Drainage Layer + Filter Cloth"},null,{"$f":"GRDesign!M71","v":24989.212335999997},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Compaction test"]
[null,null,"New Filter media (includes delivery, labor, equip.)",null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L88*C48","v":916.57124999999985},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"GRDesign!I72","v":"Irrigation System"},null,{"$f":"GRDesign!M72","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,"tests / site, 2 sites",{"$f":"(1+Assumptions!$D$17)*UnitCosts!L109*2","v":94.190935299999992}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"GRDesign!I73","v":"Aluminum Edging (6 - 1/2 in)"},null,{"$f":"GRDesign!M73","v":21576.620399679996},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Plastic edge restraints"]
[null,null,"Delivery",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"GRDesign!I74","v":"Aluminum Corners"},null,{"$f":"GRDesign!M74","v":1605.0646559999998},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"(1+Assumptions!$D$17)*SUM(UnitCosts!L141:'UnitCosts'!L142)*(AO6+AO7*2)","v":536.21737906003921}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"GRDesign!I75","v":"Vegetation-free zone stone"},null,{"$f":"GRDesign!M75","v":500.93660544287741},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bedding & Pavers"]
[null,null,"Labour",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"GRDesign!I76","v":"Growing Medium"},null,{"$f":"GRDesign!M76","v":121105.9771248622},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"(1+Assumptions!$D$17)*SUM(UnitCosts!L143:'UnitCosts'!L144)*AO5","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"GRDesign!I77","v":"Plants"},null,{"$f":"GRDesign!M77","v":149458.22513683452},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Striping"]
[null,null,"Equipment",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"GRDesign!I78","v":"Savings 4"},null,{"$f":"GRDesign!M78","v":20184.329520810366},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L148*AO5","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"GRDesign!I79","v":"Crane (Lift supplies to rooftop)"},null,{"$f":"GRDesign!M79","v":38349.655818560001},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Inspections"]
[null,null,"Soil test",1,"test",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Inspections",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Construcion and Performance Acceptance cost for rehab",null,{"$f":"CapitalCosts!BF199*CapitalCosts!BF201+CapitalCosts!BG199*CapitalCosts!BG201+CapitalCosts!BG204","v":2000}]
[null,null,null,null,{"$f":"D58*(1+Assumptions!$D$17)*UnitCosts!L212","v":640.14499999999998},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Construcion and Performance Acceptance cost for rehab",null,{"$f":"CapitalCosts!AG199*CapitalCosts!AG201+CapitalCosts!AG203+CapitalCosts!AH199*CapitalCosts!AH201+CapitalCosts!AH203+CapitalCosts!AH204+CapitalCosts!AH205","v":32278.016200825714}]
[null,null,"Other costs",null,{"$f":"SUM(E62,E64)","v":3552.8981889264069}]
[null,null,"Mobil/Demobil",2,"times",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SUBTOTAL",null,{"$f":"X9+X40","v":880242.50297287013},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SUBTOTAL",{"$f":"AQ9+AQ40","v":5495.8249967773627}]
[null,null,null,null,{"$f":"(1+Assumptions!$D$17)*UnitCosts!L43*D61","v":464.83838199999997},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Project overhead ",0.1,{"$f":"W61*V62","v":88024.250297287013},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Project Overhead",0.1]
[null,null,"Inspections"]
[null,null,"Construcion and Performance Acceptance cost",null,{"$f":"CapitalCosts!D199*CapitalCosts!D201+CapitalCosts!D203+CapitalCosts!E199*CapitalCosts!E201+CapitalCosts!E203+CapitalCosts!E206","v":3088.059806926407}]
[]
[null,null,"TOTAL REHAB",{"$f":"E40+E9","v":8811.9917761460729},null,null,null,null,"REHAB TOTAL",{"$f":"K10+K12+K14+K41+K43+K46","v":4936.5552710847951},null,null,null,null,"TOTAL REHAB",null,{"$f":"Q10+Q12+Q14+Q41+Q43+Q46","v":9989.8765057291312},null,null,null,"TOTAL REHAB",{"$f":"W61+W62","v":968266.75327015715},null,null,null,null,null,"TOTAL REHAB",0,null,null,null,null,"TOTAL REHAB",0,null,null,null,null,"TOTAL REHAB",{"$f":"AO61*AO62+AO61","v":6045.4074964550991},null,null,null,null,null,null,"TOTAL REHAB",{"$f":"AY9+AY40","v":17548.515295795958},null,null,null,null,null,null,"TOTAL REHAB",{"$f":"BG40","v":0},null,null,null,null,null,null,"TOTAL REHAB",{"$f":"BO40","v":0}]
[]
[null,null,null,null,null,null,null,null,"1Assumed labour cost is twice as much to remove as it is to lay",null,null,null,null,null,null,null,null,null,null,null,"1Assume due to psf increase by 17%",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1Only the cistern pump test, no other inspections required"]
[null,null,null,null,null,null,null,null,"2Same labour as Tilling, 1/2 equipment cost",null,null,null,null,null,null,null,null,null,null,null,"2Assume 1/2 cost of installation & 1\" thick"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"3Assumption it takes up 2x the amount of space in a dumpster"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"4Assumption it takes up 3x the amount of space in a dumpster"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"5Assumption it takes up 10x the amount of space in a dumpster"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"6Assume 33% of cuttings, 100% of mats"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,"<- if years above is 0 then 0, if not then the sum of the costs above"]

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["TOC","LIFE CYCLE COSTING"]
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null,{"$f":"OZ2+1","v":16},null,{"$f":"PB2+1","v":17},null,{"$f":"PD2+1","v":18},null,{"$f":"PF2+1","v":19},null,{"$f":"PH2+1","v":20}]
["Planning horizon",null,null,null,"BIORETENTION",null,"*** User can change if the additional maintenance activities will occur with or without rehabilitation.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Enhanced Grass Swale",null,"*** User can change if the additional maintenance activities will occur with or without rehabilitation.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vegetatd filter strip",null,"*** User can change if the additional maintenance activities will occur with or without rehabilitation.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"GREEN ROOF",null,"*** User can change if the additional maintenance activities will occur with or without rehabilitation.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,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 CHAMBER",null,"*** User can change if the additional maintenance activities will occur with or without rehabilitation.",null,null,null,null,null,null,null,null,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",null,"*** User can change if the additional maintenance activities will occur with or without rehabilitation.",null,null,null,null,null,null,null,null,null,null,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",null,"*** User can change if the additional maintenance activities will occur with or without rehabilitation.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,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",null,"*** User can change if the additional maintenance activities will occur with or without rehabilitation.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WET POND",null,"*** User can change if the additional maintenance activities will occur with or without rehabilitation.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WET POND"]
[{"$f":"Assumptions!$D$16","v":0},null,null,null,"The following table shows Present Value based on a Time Value of Money inflation rate with rehabilitation.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"The following table shows Present Value based on a Time Value of Money inflation rate with rehabilitation.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"The following table shows Present Value based on a Time Value of Money inflation rate with rehabilitation.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FIX",null,null,null,null,null,null,"The following table shows Present Value based on a Time Value of Money inflation rate with rehabilitation.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"The following table shows Present Value based on a Time Value of Money inflation rate with rehabilitation.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"The following table shows Present Value based on a Time Value of Money inflation rate with rehabilitation.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"The following table shows Present Value based on a Time Value of Money inflation rate with rehabilitation.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"The following table shows Present Value based on a Time Value of Money inflation rate with rehabilitation.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"The following table shows Present Value based on a Time Value of Money inflation rate with rehabilitation.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"The following table shows Present Value based on a Time Value of Money inflation rate with rehabilitation."]
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{"sheet":"Dropdowns","index":17,"n_rows":24,"n_cols":11,"rows_kept":24,"cut":false,"hidden":false,"merged":[]}
["DROPDOWN LISTS",null,null,null,null,null,null,null,"TOC"]
["Drainage","Design","YN","Number","Infiltration","Permeability","Other","Hours","Occurrence","Membrane","Building Height"]
["Roof Only","1 way","Yes",1,"Full Infiltration","High (50 mm/hr)",null,12,"Periodic","TPO","1 - 5"]
["Road Only","2 way","No",2,"Partial Infiltration","Moderate (10 mm/hr)",5,24,"Once","EPDM","6 - 10"]
["Roof and Road",null,null,3,"No Infiltration","Low  (< 2 mm/hr)",10,36,"Ignore","None"]
[null,null,null,4,null,null,15,48]
[null,null,null,5,null,null,20,60]
[null,null,null,null,null,null,25,72]
[null,null,null,null,null,null,30]
[null,null,null,null,null,null,35]
[null,null,null,null,null,null,40]
[null,null,null,null,null,null,45]
[null,null,null,null,null,null,50]
[]
[]
["Growth Medium",null,null,"Check dams","Slope","Shape","Tanks","Location","Stormsewer","Maintenance level"]
[4,null,null,"Curb",0.5,"Linear","Below-ground Concrete","N/A","Catchbasin","Low"]
[6,null,null,"Filter sock",1,"L-shaped","Below-ground Plastic","Indoor","Culvert","High"]
[null,null,null,"Rock",1.5,null,"Above-ground Plastic","Outdoor"]
[null,null,null,"N/A",2]
[null,null,null,null,2.5]
[null,null,null,null,3]
[null,null,null,null,3.5]
[null,null,null,null,4]

{"sheet":"TestPits","index":18,"n_rows":61,"n_cols":9,"rows_kept":61,"cut":false,"hidden":false,"merged":[]}
["TEST PIT EXCAVATION",null,null,null,null,null,null,null,"TOC"]
[]
["BIORETENTION"]
["STRAIGHT","ALL","SLOPE","Corners",null,null,"1:1 Slope calculations"]
["Width",1,{"$f":"2*B5*H7","v":0.23522499999999988},{"$f":"H8*4","v":7.6056083333333274E-2},null,null,"Height of slope",{"$f":"IF(B7-1.2<0,0,B7-1.2)","v":0.48499999999999988},"m"]
["Length",1,{"$f":"2*B6*H7","v":0.23522499999999988},null,null,null,"Width of slope",{"$f":"H5","v":0.48499999999999988},"m"]
["Height",{"$f":"BRDesign!G80+BRDesign!G72","v":1.6849999999999998},null,null,null,null,"Area of triangle",{"$f":"H5*H6/2","v":0.11761249999999994},"m2"]
["Volume",{"$f":"B5*B6*B7","v":1.6849999999999998},{"$f":"SUM(C5:C7)","v":0.47044999999999976},{"$f":"SUM(D5:D7)","v":7.6056083333333274E-2},{"$f":"SUM(B8:D8)","v":2.2315060833333331},"m3","Corner",{"$f":"(1/3)*H7*H6","v":1.9014020833333319E-2},"m2"]
[]
["ENHANCED GRASS SWALE"]
["STRAIGHT","ALL","SLOPE","Corners",null,null,"1:1 Slope calculations"]
["Width",1,{"$f":"2*B12*H14","v":0},{"$f":"H15*4","v":0},null,null,"Height of slope",{"$f":"IF(B14-1.2<0,0,B14-1.2)","v":0},"m"]
["Length",1,{"$f":"2*B13*H14","v":0},null,null,null,"Width of slope",{"$f":"H12","v":0},"m"]
["Height",{"$f":"CapitalCosts!N16","v":0.8},null,null,null,null,"Area of triangle",{"$f":"H12*H13/2","v":0},"m2"]
["Volume",{"$f":"B12*B13*B14","v":0.8},{"$f":"SUM(C12:C14)","v":0},{"$f":"SUM(D12:D14)","v":0},{"$f":"SUM(B15:D15)","v":0.8},"m3","Corner",{"$f":"(1/3)*H14*H13","v":0},"m2"]
[]
["VEGETATED FILTER STRIP"]
["STRAIGHT","ALL","SLOPE","Corners",null,null,"1:1 Slope calculations"]
["Width",1,{"$f":"2*B19*H21","v":0},{"$f":"H22*4","v":0},null,null,"Height of slope",{"$f":"IF(B21-1.2<0,0,B21-1.2)","v":0},"m"]
["Length",1,{"$f":"2*B20*H21","v":0},null,null,null,"Width of slope",{"$f":"H19","v":0},"m"]
["Height",{"$f":"CapitalCosts!Y14","v":0.60000000000000009},null,null,null,null,"Area of triangle",{"$f":"H19*H20/2","v":0},"m2"]
["Volume",{"$f":"B19*B20*B21","v":0.60000000000000009},{"$f":"SUM(C19:C21)","v":0},{"$f":"SUM(D19:D21)","v":0},{"$f":"SUM(B22:D22)","v":0.60000000000000009},"m3","Corner",{"$f":"(1/3)*H21*H20","v":0},"m2"]
[]
["GREEN ROOF","N/A"]
[]
["INFILTRATION CHAMBERS"]
["STRAIGHT","ALL","SLOPE","Corners",null,null,"1:1 Slope calculations"]
["Width",1,{"$f":"2*B28*H30","v":0.36820624000000002},{"$f":"H31*4","v":0.14895169762133334},null,null,"Height of slope",{"$f":"IF(B30-1.2<0,0,B30-1.2)","v":0.60680000000000001},"m"]
["Length",1,{"$f":"2*B29*H30","v":0.36820624000000002},null,null,null,"Width of slope",{"$f":"H28","v":0.60680000000000001},"m"]
["Height",{"$f":"CapitalCosts!AP48","v":1.8068},null,null,null,null,"Area of triangle",{"$f":"H28*H29/2","v":0.18410312000000001},"m2"]
["Volume",{"$f":"B28*B29*B30","v":1.8068},{"$f":"SUM(C28:C30)","v":0.73641248000000004},{"$f":"SUM(D28:D30)","v":0.14895169762133334},{"$f":"SUM(B31:D31)","v":2.6921641776213336},"m3","Corner",{"$f":"(1/3)*H30*H29","v":3.7237924405333335E-2},"m2"]
[]
["INFILTRATION TRENCH"]
["STRAIGHT","ALL","SLOPE","Corners",null,null,"1:1 Slope calculations"]
["Width",1,{"$f":"2*B35*H37","v":0.11022399999999991},{"$f":"H38*4","v":2.4396245333333299E-2},null,null,"Height of slope",{"$f":"IF(B37-1.2<0,0,B37-1.2)","v":0.33199999999999985},"m"]
["Length",1,{"$f":"2*B36*H37","v":0.11022399999999991},null,null,null,"Width of slope",{"$f":"H35","v":0.33199999999999985},"m"]
["Height",{"$f":"CapitalCosts!AX51","v":1.5319999999999998},null,null,null,null,"Area of triangle",{"$f":"H35*H36/2","v":5.5111999999999953E-2},"m2"]
["Volume",{"$f":"B35*B36*B37","v":1.5319999999999998},{"$f":"SUM(C35:C37)","v":0.22044799999999981},{"$f":"SUM(D35:D37)","v":2.4396245333333299E-2},{"$f":"SUM(B38:D38)","v":1.7768442453333329},"m3","Corner",{"$f":"(1/3)*H37*H36","v":6.0990613333333247E-3},"m2"]
[]
["PERMEABLE PAVEMENT"]
["STRAIGHT","ALL","SLOPE","Corners",null,null,"1:1 Slope calculations"]
["Width",1,{"$f":"2*B42*H44","v":{"$error":"#DIV/0!"}},{"$f":"H45*4","v":{"$error":"#DIV/0!"}},null,null,"Height of slope",{"$f":"IF(B44-1.2<0,0,B44-1.2)","v":{"$error":"#DIV/0!"}},"m"]
["Length",1,{"$f":"2*B43*H44","v":{"$error":"#DIV/0!"}},null,null,null,"Width of slope",{"$f":"H42","v":{"$error":"#DIV/0!"}},"m"]
["Height",{"$f":"CapitalCosts!BF49","v":{"$error":"#DIV/0!"}},null,null,null,null,"Area of triangle",{"$f":"H42*H43/2","v":{"$error":"#DIV/0!"}},"m2"]
["Volume",{"$f":"B42*B43*B44","v":{"$error":"#DIV/0!"}},{"$f":"SUM(C42:C44)","v":{"$error":"#DIV/0!"}},{"$f":"SUM(D42:D44)","v":{"$error":"#DIV/0!"}},{"$f":"SUM(B45:D45)","v":{"$error":"#DIV/0!"}},"m3","Corner",{"$f":"(1/3)*H44*H43","v":{"$error":"#DIV/0!"}},"m2"]
[]
["RAINWATER HARVESTING","N/A"]
[]
["WET POND"]
["STRAIGHT","ALL","SLOPE","Corners",null,null,"1:1 Slope calculations"]
["Width",1,{"$f":"2*B51*H53","v":9.0000000000000024E-2},{"$f":"H54*4","v":1.8000000000000006E-2},null,null,"Height of slope",{"$f":"IF(B53-1.2<0,0,B53-1.2)","v":0.30000000000000004},"m"]
["Length",1,{"$f":"2*B52*H53","v":9.0000000000000024E-2},null,null,null,"Width of slope",{"$f":"H51","v":0.30000000000000004},"m"]
["Height",{"$f":"AVERAGE(CapitalCosts!CB19,CapitalCosts!CB24)","v":1.5},null,null,null,null,"Area of triangle",{"$f":"H51*H52/2","v":4.5000000000000012E-2},"m2"]
["Volume",{"$f":"B51*B52*B53","v":1.5},{"$f":"SUM(C51:C53)","v":0.18000000000000005},{"$f":"SUM(D51:D53)","v":1.8000000000000006E-2},{"$f":"SUM(B54:D54)","v":1.6980000000000002},"m3","Corner",{"$f":"(1/3)*H53*H52","v":4.5000000000000014E-3},"m2"]
[]
["DRY POND"]
["STRAIGHT","ALL","SLOPE","Corners",null,null,"1:1 Slope calculations"]
["Width",1,{"$f":"2*B58*H60","v":0.30250000000000005},{"$f":"H61*4","v":0.11091666666666669},null,null,"Height of slope",{"$f":"IF(B60-1.2<0,0,B60-1.2)","v":0.55000000000000004},"m"]
["Length",1,{"$f":"2*B59*H60","v":0.30250000000000005},null,null,null,"Width of slope",{"$f":"H58","v":0.55000000000000004},"m"]
["Height",{"$f":"AVERAGE(CapitalCosts!CN17,CapitalCosts!CN21)","v":1.75},null,null,null,null,"Area of triangle",{"$f":"H58*H59/2","v":0.15125000000000002},"m2"]
["Volume",{"$f":"B58*B59*B60","v":1.75},{"$f":"SUM(C58:C60)","v":0.60500000000000009},{"$f":"SUM(D58:D60)","v":0.11091666666666669},{"$f":"SUM(B61:D61)","v":2.4659166666666668},"m3","Corner",{"$f":"(1/3)*H60*H59","v":2.7729166666666673E-2},"m2"]

{"sheet":"ICsizing","index":19,"n_rows":449,"n_cols":16,"rows_kept":449,"cut":false,"hidden":false,"merged":[[4,11,4,13],[4,8,4,10]]}
["INFILTRATION CHAMBER SIZING",null,null,null,null,null,null,null,"TOC",null,"IC design",null,"IC input"]
[]
["Water Storage req'd",{"$f":"IF(ICDesign!F71=\"rainfall capture\",CapitalCosts!AP42,\"n/a\")","v":80},"m3",null,null,"Water storage/chamber",{"$f":"(I7*K7*2/3)*J7-G27","v":1.3885262469767441},"m3"]
["No. chambers in a column",{"$f":"ROUNDDOWN(ICDesign!F70/ICDesign!F82,0)","v":6},null,null,null,"Water Storage LOOKUP value",{"$f":"IF(ICDesign!F71=\"DA:SA\",0,INDEX($A$9:$A$449,MATCH(VLOOKUP(B3,A9:C449,1),A9:A449)+1))","v":83.136516565724889},"m3","DIMENSIONS (m)"]
[null,null,null,null,null,"Number of Chambers",{"$f":"IF(ICDesign!F71=\"rainfall capture\",VLOOKUP(G4,A9:C449,3),G6*B4)","v":36},null,"Chamber dimensions",null,null,"Spacing allowances for columns",null,null,"Bedding depth","Void R"]
[null,null,null,null,null,"Number of Columns",{"$f":"IF(ICDesign!F71=\"rainfall capture\",VLOOKUP(G4,A9:C449,2),ROUNDDOWN((G13-(M7*2))/(I7+L7),0))","v":6},null,"Width","Length","Height","Between","Either side","Either end","Above and below"]
["WATER STORAGE CALCULATIONS",null,null,null,null,"Depth of Chamber structure",{"$f":"CapitalCosts!AP56","v":1.0668},null,{"$f":"ICDesign!F81","v":1.2949999999999999},{"$f":"ICDesign!F82","v":2.169},{"$f":"ICDesign!F80","v":0.76200000000000001},0.15240000000000001,0.2286,{"$f":"L7*2","v":0.30480000000000002},{"$f":"CapitalCosts!AP22","v":0.15240000000000001},{"$f":"ICDesign!F76/100","v":0.4}]
["Water Storage","# Columns","# Chambers",null,null,"Water Storage provided",{"$f":"G9+G10","v":83.136516565724889},"m3"]
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[{"$f":"((C10*$G$3)*(1-$P$7))+((($B$4*$J$7+$N$7*2)*(($I$7+$L$7)*B10+($M$7*2))*$G$7))*$P$7","v":29.484115586616561},2,12,null,null,"Water Storage in backfill",{"$f":"((G12*G13*(K7+2*O7))-G9)*P7","v":33.149571674562097},"m3"]
[42.897215831393638,3,18,null,null,"Chamber system surface area"]
[56.310316076170722,4,24,null,null,"Length",{"$f":"B4*J7+N7*2","v":13.6236}]
[69.723416320947791,5,30,null,null,"Width",{"$f":"IF(ICDesign!F71=\"rainfall capture\",(I7+L7)*G6+(M7*2),CapitalCosts!AP17/ICsizing!G12)","v":9.1416000000000004}]
[83.136516565724889,6,36]
[96.549616810501959,7,42,null,null,"CHECK"]
[109.96271705527903,8,48,null,null,"Chamber X-section area",{"$f":"G3/J7","v":0.64016885522210421}]
[123.37581730005613,9,54,null,null,"Estimated chamber height",{"$f":"G16/(I7*2/3)","v":0.74150832651208987}]
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[230.68061925827277,17,102,null,null,"polypropylene density",946,"kg/m3"]
[244.09371950304984,18,108,null,null,"chamber weight (1.295m x .762m x 2.169m)",36.299999999999997,"kg "]
[257.50681974782691,19,114,null,null,"Volume of material",{"$f":"(G26/G25)","v":3.837209302325581E-2},"m3"]
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[{"$f":"((C394*$G$3)*(1-$P$7))+((($B$4*$J$7+$N$7*2)*(($I$7+$L$7)*B394+($M$7*2))*$G$7))*$P$7","v":5180.1146095810145},386,2316]
[5193.527709825792,387,2322]
[5206.9408100705677,388,2328]
[5220.3539103153453,389,2334]
[5233.7670105601228,390,2340]
[5247.1801108049003,391,2346]
[5260.5932110496769,392,2352]
[5274.0063112944545,393,2358]
[5287.4194115392311,394,2364]
[5300.8325117840077,395,2370]
[5314.2456120287852,396,2376]
[5327.6587122735618,397,2382]
[5341.0718125183394,398,2388]
[5354.484912763116,399,2394]
[5367.8980130078935,400,2400]
[5381.311113252671,401,2406]
[5394.7242134974476,402,2412]
[5408.1373137422252,403,2418]
[5421.5504139870018,404,2424]
[5434.9635142317793,405,2430]
[5448.3766144765559,406,2436]
[5461.7897147213334,407,2442]
[5475.2028149661101,408,2448]
[5488.6159152108867,409,2454]
[5502.0290154556642,410,2460]
[5515.4421157004417,411,2466]
[5528.8552159452183,412,2472]
[5542.2683161899949,413,2478]
[5555.6814164347725,414,2484]
[5569.09451667955,415,2490]
[5582.5076169243266,416,2496]
[5595.9207171691032,417,2502]
[5609.3338174138808,418,2508]
[5622.7469176586574,419,2514]
[5636.1600179034349,420,2520]
[5649.5731181482124,421,2526]
[5662.986218392989,422,2532]
[5676.3993186377666,423,2538]
[5689.8124188825432,424,2544]
[5703.2255191273198,425,2550]
[5716.6386193720973,426,2556]
[5730.0517196168748,427,2562]
[5743.4648198616524,428,2568]
[5756.8779201064299,429,2574]
[5770.2910203512056,430,2580]
[5783.7041205959822,431,2586]
[5797.1172208407588,432,2592]
[5810.5303210855363,433,2598]
[5823.9434213303139,434,2604]
[5837.3565215750914,435,2610]
[5850.7696218198689,436,2616]
[5864.1827220646455,437,2622]
[5877.5958223094221,438,2628]
[5891.0089225541988,439,2634]
[5904.4220227989772,440,2640]
[5917.8351230437547,441,2646]

{"sheet":"RWHTank","index":20,"n_rows":53,"n_cols":25,"rows_kept":53,"cut":false,"hidden":false,"merged":[[3,4,3,22],[37,4,37,5]]}
["RAINWATER HARVESTING TANK SIZING",null,null,null,null,null,null,null,null,null,null,null,"TOC",null,"RWH design",null,null,"RWH input"]
[]
["Drainage Area",{"$f":"RWHDesign!F64","v":2000},"m2"]
["Daily Water Use",{"$f":"RWHDesign!F67","v":2000},"L/Day",null,"Drainage Area",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ADDED BUT NOT USED"]
[null,null,"days of storage / mm stored",null,50,100,150,200,250,300,350,400,450,500,600,700,800,900,1000,1500,2000,2500,3000,4000,5000]
[50,{"$f":"HLOOKUP($B$3,$E$5:$W$24,2,TRUE)","v":5000},{"$f":"TEXT(B6/A6,0)&\" d / \"&TEXT((B6/1000/$B$3*1000),\"0.0\")&\"mm\"","v":"100 d / 2.5mm"},50,2000,2000,2000,2000,2000,2000,2000,2000,2000,2000,2000,2000,2000,2000,5000,5000,5000,5000,5000]
[100,{"$f":"HLOOKUP($B$3,$E$5:$W$24,3,TRUE)","v":5000},{"$f":"TEXT(B7/A7,0)&\" d / \"&TEXT((B7/1000/$B$3*1000),\"0.0\")&\"mm\"","v":"50 d / 2.5mm"},100,2000,2000,2000,2000,2000,2000,2000,2000,2000,2000,2000,2000,2000,2000,5000,5000,5000,5000,5000]
[150,{"$f":"HLOOKUP($B$3,$E$5:$W$24,4,TRUE)","v":5000},"33 d / 2.5mm",150,2000,4000,4000,4000,4000,4000,4000,4000,4000,4000,4000,4000,4000,4000,5000,5000,5000,5000,5000]
[200,{"$f":"HLOOKUP($B$3,$E$5:$W$24,5,TRUE)","v":5000},"25 d / 2.5mm",200,2000,5000,5000,5000,5000,5000,4000,4000,4000,4000,4000,4000,4000,4000,5000,5000,5000,5000,5000]
[250,{"$f":"HLOOKUP($B$3,$E$5:$W$24,6,TRUE)","v":5000},"20 d / 2.5mm",250,2000,5000,5000,7500,5000,5000,5000,5000,5000,5000,5000,4000,4000,4000,5000,5000,5000,5000,5000]
[300,{"$f":"HLOOKUP($B$3,$E$5:$W$24,7,TRUE)","v":5000},"17 d / 2.5mm",300,2000,5000,5000,7500,7500,7500,7500,7500,7500,5000,5000,5000,5000,5000,5000,5000,5000,5000,5000]
[350,{"$f":"HLOOKUP($B$3,$E$5:$W$24,8,TRUE)","v":5000},"14 d / 2.5mm",350,2000,5000,5000,7500,7500,7500,7500,7500,7500,7500,7500,5000,5000,5000,5000,5000,5000,5000,5000]
[400,{"$f":"HLOOKUP($B$3,$E$5:$W$24,9,TRUE)","v":5000},"13 d / 2.5mm",400,2000,5000,5000,7500,7500,7500,7500,7500,7500,7500,7500,7500,7500,7500,7500,5000,5000,5000,5000]
[450,{"$f":"HLOOKUP($B$3,$E$5:$W$24,10,TRUE)","v":7500},"17 d / 3.8mm",450,2000,5000,5000,7500,7500,7500,7500,7500,7500,7500,7500,7500,7500,7500,7500,7500,7500,7500,7500]
[500,{"$f":"HLOOKUP($B$3,$E$5:$W$24,11,TRUE)","v":7500},"15 d / 3.8mm",500,2000,5000,5000,7500,7500,7500,7500,7500,7500,7500,7500,7500,7500,7500,7500,7500,7500,7500,7500,"-","-"]
[600,{"$f":"HLOOKUP($B$3,$E$5:$W$24,12,TRUE)","v":7500},"13 d / 3.8mm",600,2000,5000,5000,7500,7500,7500,7500,7500,7500,7500,7500,10000,10000,7500,7500,7500,7500,7500,7500,null,12000]
[700,{"$f":"HLOOKUP($B$3,$E$5:$W$24,13,TRUE)","v":10000},"14 d / 5.0mm",700,2000,5000,5000,7500,7500,7500,7500,7500,7500,7500,7500,10000,10000,10000,10000,10000,10000,10000,7500]
[800,{"$f":"HLOOKUP($B$3,$E$5:$W$24,14,TRUE)","v":10000},"13 d / 5.0mm",800,2000,5000,5000,7500,7500,7500,7500,7500,7500,7500,7500,10000,10000,10000,10000,10000,10000,10000,10000,15000]
[900,{"$f":"HLOOKUP($B$3,$E$5:$W$24,15,TRUE)","v":10000},"11 d / 5.0mm",900,2000,5000,5000,7500,7500,7500,7500,7500,7500,7500,7500,10000,10000,10000,10000,10000,10000,10000,10000,17000]
[1000,{"$f":"HLOOKUP($B$3,$E$5:$W$24,16,TRUE)","v":10000},"10 d / 5.0mm",1000,2000,5000,5000,7500,7500,7500,7500,7500,7500,7500,7500,10000,10000,10000,10000,10000,10000,10000,10000,18000]
[1500,{"$f":"HLOOKUP($B$3,$E$5:$W$24,17,TRUE)","v":15000},"10 d / 7.5mm",1500,2000,5000,5000,7500,7500,7500,7500,7500,7500,7500,7500,10000,10000,10000,10000,10000,15000,15000,15000,16000]
[2000,{"$f":"HLOOKUP($B$3,$E$5:$W$24,18,TRUE)","v":15000},"8 d / 7.5mm",2000,2000,5000,5000,7500,7500,7500,7500,7500,7500,7500,7500,10000,10000,10000,10000,10000,15000,15000,15000,24000]
[2500,{"$f":"HLOOKUP($B$3,$E$5:$W$24,19,TRUE)","v":15000},"6 d / 7.5mm",2500,2000,5000,5000,7500,7500,7500,7500,7500,7500,7500,7500,10000,10000,10000,10000,10000,15000,15000,15000,21000]
[3000,{"$f":"HLOOKUP($B$3,$E$5:$W$24,20,TRUE)","v":15000},"5 d / 7.5mm",3000,2000,5000,5000,7500,7500,7500,7500,7500,7500,7500,7500,10000,10000,10000,10000,10000,15000,15000,15000,21000]
[]
["Recommended tank size",null,{"$f":"VLOOKUP(B4,A6:B24,2)","v":15000},"L"]
[]
[null,null,"Tank Size (L)","Length","Width","Height"]
[null,null,2000,2.5,1.2,1,{"$f":"F29*E29*D29","v":3},{"$f":"C29/G29","v":666.66666666666663}]
[null,null,4000,2.5,2,1.2,6,{"$f":"C30/G30","v":666.66666666666663}]
[null,null,5000,3,2.2000000000000002,1.1000000000000001,7.2600000000000016,688.70523415977948]
[null,null,7500,3,2.2000000000000002,1.7,11.22,668.4491978609625]
[null,null,10000,3,2.2000000000000002,2.2999999999999998,15.18,658.76152832674575]
[null,null,15000,3.2,2.2000000000000002,3,{"$f":"F34*E34*D34","v":21.120000000000005},710.22727272727252]
[null,null,"FOR COSTING",{"$f":"VLOOKUP(C26,C29:F34,2)","v":3.2},{"$f":"VLOOKUP(C26,C29:F34,3)","v":2.2000000000000002},{"$f":"VLOOKUP(C26,C29:F34,4)","v":3}]
[]
["Meter sizing analysis"]
["(assume tot daily demand occurs in specified max flow period)",null,null,null,"Max. flow"]
["Max flow period, min.",30,"Water Use, L/d","avg L/s"," L/s","USGPM"]
[null,null,100,{"$f":"(C40/(24*60*60))","v":1.1574074074074073E-3},{"$f":"(C40/(24*60*60))*((24*60)/$B$39)","v":5.5555555555555552E-2},{"$f":"E40*15.85037","v":0.880576111111111}]
[null,null,150,{"$f":"(C41/(24*60*60))","v":1.736111111111111E-3},8.3333333333333329E-2,{"$f":"E41*15.85037","v":1.3208641666666665}]
[null,null,200,2.3148148148148147E-3,0.1111111111111111,1.761152222222222]
[null,null,250,2.8935185185185184E-3,0.1388888888888889,2.201440277777778]
[null,null,300,3.472222222222222E-3,0.16666666666666666,2.641728333333333]
[null,null,350,4.0509259259259257E-3,0.19444444444444442,3.0820163888888885]
[null,null,400,4.6296296296296294E-3,0.22222222222222221,3.522304444444444]
[null,null,450,5.208333333333333E-3,0.25,3.9625925]
[null,null,500,5.7870370370370367E-3,0.27777777777777779,4.4028805555555559]
[null,null,1000,1.1574074074074073E-2,0.55555555555555558,8.8057611111111118]
[null,null,1500,1.7361111111111112E-2,0.83333333333333337,13.208641666666667]
[null,null,2000,2.3148148148148147E-2,1.1111111111111112,17.611522222222224]
[null,null,2500,2.8935185185185185E-2,1.3888888888888888,22.014402777777775]
[null,null,3000,3.4722222222222224E-2,1.6666666666666667,26.417283333333334]

{"sheet":"PondCleanout","index":21,"n_rows":37,"n_cols":9,"rows_kept":37,"cut":false,"hidden":false,"merged":[]}
["POND CLEANOUT COST",null,null,null,null,null,"TOC"]
["Pond","Year","Sediment Volume","# of Bids","Winning Bid\nIncl. Provisional Items","Average Bid Price\nIncl. Provisional Items","Average Bid Price\nIncl. Provisional + 15% Contingency","Cost / cu.m"]
["C20",2017,150,6,112800,138032.20500000002,{"$f":"F3*1.15","v":158737.03575000001},{"$f":"G3/C3","v":1058.246905},{"$f":"H3*(1.03^(YEAR(NOW())-B3))","v":1122.6941415145}]
["T34",2012,205,2,104171.75,166645.5,191642.32499999998,934.84060975609748,{"$f":"H4*(1.03^(YEAR(NOW())-B4))","v":1149.7360342768741}]
["T30",2014,300,5,248415.51,288026.28022222227,331230.22225555556,1104.1007408518519,1279.9553642849746]
["T91",2017,300,6,121700,146318.87833333336,168266.71008333334,560.88903361111113,595.04717575802772]
["T89",2014,325,5,200851.96000000002,289142.65422222222,332514.05235555553,1023.120161094017,1186.0766776499333]
["T13",2011,451,2,260412.5,404046.25,464653.18749999994,1030.2731430155209,1305.1191932292463]
["C23",2017,500,6,217625,363187.58833333332,417665.72658333328,835.33145316666651,886.20313866451647]
["C14",2014,750,5,279073.41000000003,402653.42422222218,463051.43785555544,617.40191714074058,715.73803596437722]
["PT2",2016,925,8,198227.5,317946.9375,365638.97812499997,395.28538175675669,431.93900935091546]
["T32",2014,1000,5,314756.65000000002,428924.15222222224,493262.77505555551,493.26277505555549,571.82674693917818]
["T37",2018,1200,6,276895,444282,510924.3,425.77024999999998,438.54335750000001]
["T07",2015,1400,5,370590.58000000007,489031.23111111112,562385.91577777779,401.70422555555558,452.12164487700494]
["C54",2017,1500,6,322725,578310.51666666672,665057.09416666673,443.37139611111115,470.37271413427783]
["T69",2018,1500,6,265575,421917.99242424243,485205.69128787878,323.47046085858585,333.17457468434344]
["T65",2016,1690,8,249202.5,400944.49875000003,461086.17356249999,272.83205536242605,298.13095336001771]
["T18",2014,1700,5,393483.72000000003,508590.0533333334,584878.56133333337,344.04621254901963,398.84385456918574]
["C15",2015,1700,5,421708.01000000007,573117.38422222214,659084.99185555545,387.69705403267966,436.35644992482696]
["T70",2018,1800,6,318690,506301.59090909088,582246.82954545447,323.4704608585858,333.17457468434338]
["T72",2012,1900,2,196211.75,391806.5,450577.47499999998,237.1460394736842,291.65971623769877]
["C16",2012,1900,2,171915.75,355286,408578.89999999997,215.04152631578947,264.47395319686387]
["T06",2015,1900,5,369390.88000000006,567308.00888888887,652404.21022222214,343.37063695906431,386.46667699273848]
["T36",2012,1950,2,169092.75,375399.5,431709.42499999999,221.38944871794871,272.2810970590246]
["T47",2018,2000,6,363420,478787,550605.04999999993,275.30252499999995,283.56160074999997]
["C10",2011,2175,2,248712.5,393983.75,453081.31249999994,208.31324712643675,263.88498901647483]
["T58",2011,2450,2,265162.5,434971.25,500216.93749999994,204.17017857142855,258.63667372585263]
["T22",2017,3300,6,624775,894649.95499999996,1028847.4482499999,311.77195401515149,330.7588660146742]
["C21",2011,3858,2,355616.5,647215.25,744297.53749999998,192.92315642820114,244.38928257010812]
["Ken Park\n(Hydraulic Dredging)",2013,4023.8,2,807515,923006.5,1061457.4749999999,263.79478975098164,314.98477451454431]
["T57",2015,7500,5,1329833.3899999997,1712271.7202222224,1969112.4782555555,262.54833043407405,295.50045895434147]
[null,null,null,null,null,null,null,{"$f":"AVERAGE(H3:H31)","v":472.7891747782428}]
[]
[]
[null,null,null,null,"Estimated cleanout cost","Low","High"]
[null,null,null,null,"Wet pond ",{"$f":"ROUND(16716*(OM_Costs!$BP$10*OM_Costs!BP18)^-0.525,-1)","v":1370},{"$f":"ROUND(16716*(OM_Costs!$BP$10*OM_Costs!BQ18)^-0.525,-1)","v":1650}]
[null,null,null,null,"Dry Pond",{"$f":"IF(OM_Costs!$BX$10=0,0,ROUND(16716*(OM_Costs!$BX$10*OM_Costs!BX18)^-0.525,-1))","v":600},{"$f":"IF(OM_Costs!$BX$10=0,0,ROUND(16716*(OM_Costs!$BX$10*OM_Costs!BY18)^-0.525,-1))","v":720}]

{"sheet":"WetPondSize","index":22,"n_rows":54,"n_cols":16,"rows_kept":54,"cut":false,"hidden":false,"merged":[]}
["WET POND SIZING",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TOC"]
[]
["1 MOE SW Management Planning & Design Manual, 2003 (Table 3.2, Enhanced 80% longterm S.S. removal for 100% impervious level)"]
[]
["Table 3.2 Water Quality Storage Requirements based on Receiving Waters¹, ²"]
[]
[]
[]
["Protection Level","SWMP Type","Storage Volume (m3/ha) for"]
[]
[]
[null,"Impervious drainage area (%)",0.25,0.35,0.55000000000000004,0.7,0.85,1,"intercept","x","x^2"]
["Enhanced","80% long-term S.S. removal"]
[]
[" ","Wetlands",{"$f":"I15+C12*J15+C12^2*K15+C12^3*L15","v":68.794999999999987},80,105,120,140,{"$f":"I15+H12*J15+H12^2*K15+H12^3*L15","v":157.69999999999999},40.369999999999997,112.49,4.84]
[" ","Hybrid ",{"$f":"I16+C12*J16+C12^2*K16+C12^3*L16","v":86.843625000000003},110,150,175,195,{"$f":"I16+H12*J16+H12^2*K16+H12^3*L16","v":210.63299999999998},20.113,292.39,-101.87]
[" ","Wet Pond",{"$f":"I17+C12*J17+C12^2*K17+C12^3*L17","v":110.281875},140,190,225,250,{"$f":"I17+H12*J17+H12^2*K17+H12^3*L17","v":271.98},26.24,366.31,-120.57]
[]
[]
[]
[]
[]
[]
["Normal","70% long-term S.S. removal"]
[]
[" ","Wetlands",{"$f":"I26+C12*J26+C12^2*K26+C12^3*L26","v":55.537500000000001},60,70,80,90,{"$f":"I26+H12*J26+H12^2*K26+H12^3*L26","v":101.91},47.01,27.18,27.72]
[" ","Hybrid ",{"$f":"I27+C12*J27+C12^2*K27+C12^3*L27","v":68.299374999999998},75,90,105,120,{"$f":"I27+H12*J27+H12^2*K27+H12^3*L27","v":137.86000000000001},55.51,40.76,41.59]
[" ","Wet Pond",{"$f":"I28+C12*J28+C12^2*K28+C12^3*L28","v":81.063125000000014},90,110,130,150,{"$f":"I28+H12*J28+H12^2*K28+H12^3*L28","v":173.81},64.010000000000005,54.35,55.45]
[]
[]
[]
[]
[]
[]
[]
["Basic","60% long-term S.S. removal"]
[]
[null,"Wetlands",60,60,60,60,60,{"$f":"I38+H12*J38+H12^2*K38+H12^3*L38","v":60},60,0,0]
[null,"Hybrid ",60,60,70,75,80,{"$f":"I39+H12*J39+H12^2*K39+H12^3*L39","v":83.09},37.99,72.819999999999993,-27.72]
[null,"Wet Pond",60,60,75,85,95,{"$f":"I40+H12*J40+H12^2*K40+H12^3*L40","v":104.05},31.5,86.41,-13.86]
[null,"Dry Pond (Continuous Flow)",null,90,150,200,240]
[]
[null,null,"Z","AA","AB","AC","AD","AE","AF","AG","AH"]
[null,null,"Intercept",null,null,"X coef",null,null,"x^2 coef"]
[null,null,"Enhanced","Normal","Basic","Enhanced","Normal","Basic","Enhanced","Normal","Basic"]
[null,"Wetlands",{"$f":"I15","v":40.369999999999997},{"$f":"I26","v":47.01},{"$f":"I38","v":60},{"$f":"J15","v":112.49},{"$f":"J26","v":27.18},{"$f":"J38","v":0},{"$f":"K15","v":4.84},{"$f":"K26","v":27.72},{"$f":"K38","v":0}]
[null,"Hybrid ",{"$f":"I16","v":20.113},{"$f":"I27","v":55.51},{"$f":"I39","v":37.99},{"$f":"J16","v":292.39},{"$f":"J27","v":40.76},{"$f":"J39","v":72.819999999999993},{"$f":"K16","v":-101.87},{"$f":"K27","v":41.59},{"$f":"K39","v":-27.72}]
[null,"Wet Pond",{"$f":"I17","v":26.24},{"$f":"I28","v":64.010000000000005},{"$f":"I40","v":31.5},{"$f":"J17","v":366.31},{"$f":"J28","v":54.35},{"$f":"J40","v":86.41},{"$f":"K17","v":-120.57},{"$f":"K28","v":55.45},{"$f":"K40","v":-13.86}]
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[]
[]
[null,null,{"$f":"C44","v":"Intercept"},{"$f":"F44","v":"X coef"}]
[null,"Dry pond",-15.708,303.2]
[null,"Est'd m3/ha",{"$f":"IF(WPONDDesign!F73=\"enhanced\",\nIF(WPONDDesign!F74=0,($C$48+$F$48*WPONDDesign!$F$67+$I$48*(WPONDDesign!$F$67^2)),\nIF(WPONDDesign!F74=1,($C$46+F$46*WPONDDesign!$F$67+$I$46*(WPONDDesign!$F$67^2)),\n($C$47+F$47*WPONDDesign!$F$67+$I$47*(WPONDDesign!$F$67^2)))),IF(WPONDDesign!F73=\"normal\",IF(WPONDDesign!F74=0,($D$48+$G$48*WPONDDesign!$F$67+$J$48*(WPONDDesign!$F$67^2)),IF(WPONDDesign!F74=1,($D$46+G$46*WPONDDesign!$F$67+$J$46*(WPONDDesign!$F$67^2)),($D$47+G$47*WPONDDesign!$F$67+$J$47*(WPONDDesign!$F$67^2)))),IF(WPONDDesign!F74=0,($E$48+$H$48*WPONDDesign!$F$67+$K$48*(WPONDDesign!$F$67^2)),IF(WPONDDesign!F74=1,($E$46+H$46*WPONDDesign!$F$67+$K$46*(WPONDDesign!$F$67^2)),($E$47+H$47*WPONDDesign!$F$67+$K$47*(WPONDDesign!$F$67^2))))))","v":57.341200000000001}]

{"sheet":"OGSSize","index":23,"n_rows":24,"n_cols":14,"rows_kept":24,"cut":false,"hidden":false,"merged":[]}
["OGSCosting",null,null,null,null,null,null,null,null,null,null,null,null,"TOC"]
[]
[]
["Sizing for ",null,"m3/sec",null,null,null,null,"Current Cn cost","Land area length"]
["IC",null,{"$f":"CapitalCosts!AP57","v":1.115E-2},null,null,null,null,{"$f":"ROUND(395254*(C5^0.9274)*(1+Assumptions!$D$14)^(YEAR(NOW())-2018),-2)","v":6300},{"$f":"VLOOKUP(C5,$B$13:$K$24,10)","v":15.473000000000001}]
["IT",null,{"$f":"CapitalCosts!AX53","v":1.115E-2},null,null,null,null,{"$f":"ROUND(395254*(C6^0.9274)*(1+Assumptions!$D$14)^(YEAR(NOW())-2018),-2)","v":6300},{"$f":"VLOOKUP(C6,$B$13:$K$24,10)","v":15.473000000000001}]
["DRY POND",null,{"$f":"CapitalCosts!CN68","v":0},null,null,null,null,{"$f":"ROUND(395254*(C7^0.9274)*(1+Assumptions!$D$14)^(YEAR(NOW())-2018),-2)","v":0},{"$error":"#N/A"}]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,"Inlet pipe","Outlet pipe"]
[null,"Peak flow, m3/s","STC model#","Height above invert","Height invert to base","Width","Length","Excavation Volume","Base volume","Bedding volume","Lehgth of footprint, m","Length, m","Length, m"]
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[2,1.2618137310570213E-2,750,1.5,{"$f":"1.854","v":1.8540000000000001},{"$f":"1.829+2*0.127","v":2.0830000000000002},{"$f":"F14","v":2.0830000000000002},{"$f":"(E14+D14+0.3)*(F14+1)*(G14+1)","v":34.730864406000002},{"$f":"0.305*(F14+1)*(G14+1)","v":2.8989911450000001},{"$f":"H14-((3.14*(F14/2)^2)*(D14+E14))","v":23.307046946789999},16.082999999999998,{"$f":"L13","v":7},{"$f":"M13","v":7}]
[3,2.5236274621140427E-2,1000,1.5,2.1589999999999998,{"$f":"1.829+2*0.178","v":2.1850000000000001},{"$f":"F15","v":2.1850000000000001},40.160986774999998,3.0939886250000002,26.447908694124997,16.185000000000002,{"$f":"L14","v":7},{"$f":"M14","v":7}]
[4,3.7854411931710637E-2,1500,1.5,3.073,{"$f":"1.829+2*0.178","v":2.1850000000000001},2.1850000000000001,49.432808425000005,3.0939886250000002,32.294271648874997,16.185000000000002,7,7]
[5,5.0472549242280854E-2,2000,1.5,3.073,{"$f":"2.438+2*0.229","v":2.8960000000000004},2.8960000000000004,73.966370368000014,4.6295388800000001,{"$f":"H17-((3.14*((F17/2)^2)*(E17-0.635))+(3.14*((2.185/2)^2)*(D17+0.635)))","v":49.913948558345012},16.896000000000001,7,7]
[6,6.3090686552851064E-2,3000,1.5,3.9870000000000001,{"$f":"2.438+2*0.229","v":2.8960000000000004},2.8960000000000004,87.839808192000021,4.6295388800000001,{"$f":"H18-((3.14*((F18/2)^2)*(E18-0.635))+(3.14*((2.185/2)^2)*(D18+0.635)))","v":57.769929770505016},16.896000000000001,7,7]
[7,7.5708823863421273E-2,4000,1.5,3.6829999999999998,{"$f":"3.048+2*0.179","v":3.4060000000000001},3.4060000000000001,106.44057978800002,5.9209149800000009,{"$f":"H19-((3.14*((F19/2)^2)*(E19-0.635))+(3.14*((2.185/2)^2)*(D19+0.635)))","v":70.682009763145018},17.405999999999999,7,7]
[8,9.4636029829276602E-2,5000,1.5,4.2930000000000001,{"$f":"3.048+2*0.179","v":3.4060000000000001},3.4060000000000001,118.28240974800003,5.9209149800000009,{"$f":"H20-((3.14*((F20/2)^2)*(E20-0.635))+(3.14*((2.185/2)^2)*(D20+0.635)))","v":76.968779404545018},17.405999999999999,7,7]
[9,0.1892720596585532,6000,1.5,3.988,{"$f":"3.658+2*0.356","v":4.37},4.37,166.90797719999998,8.7952545000000004,{"$f":"H21-((3.14*((F21/2)^2)*(E21-0.635))+(3.14*((2.185/2)^2)*(D21+0.635)))","v":108.64144948112497},18.37,7,7]
[11,0.37854411931710641,9000,1.5,3.6829999999999998,{"$f":"3.048+2*0.179","v":3.4060000000000001},{"$f":"2*F22+0.6","v":7.4119999999999999},203.217920376,11.30429796,{"$f":"H22-2*((3.14*((F22/2)^2)*(E22-0.635))+(3.14*((2.896/2)^2)*(D22+0.635)))","v":119.59155592383999},17.405999999999999,7,7]
[12,0.75708823863421282,10000,1.5,{"$f":"E22+0.61","v":4.2930000000000001},{"$f":"3.048+2*0.179","v":3.4060000000000001},{"$f":"2*F23+0.6","v":7.4119999999999999},225.82651629599999,11.30429796,{"$f":"H23-2*((3.14*((F23/2)^2)*(E23-0.635))+(3.14*((2.896/2)^2)*(D23+0.635)))","v":131.09003120663999},17.405999999999999,7,7]
[13,1.5141764772684256,14000,1.5,3.988,{"$f":"3.658+2*0.356","v":4.37},9.34,321.38333039999998,16.935369000000001,192.74105055979999,18.37,7,7]