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DCPZP-2015-00597
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DCPZP-2015-00597
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8/21/2015 4:03:58 PM
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DCPZP-2015-00597
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1181 <br /> ' Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of f <br /> Division of Safety and Buildings In accordance with Comm 85,Ws.Adm.Code Septic Specialists&Excavating,Inc <br /> County <br /> Attach complete site plan on paper not less than 8.4 x 11 inches in size. Plan must Dane <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. <br /> percent slope,scale or dimemsions,north arrow,and location and distance to nearest road. 056-0808-314-0177-0 <br /> Please print all Information. Reviewed By Date <br /> Personal information you provide mey be used for secondary purposes(Privacy Lan,s.16.04(1)(m)). <br /> Property Owner -Property Location <br /> Springfield Properties, LLC/Pat O'Connor Govt.Lot NE 1/4 SE 1/4 S 31 T 8 NR 8 E <br /> Property Owner's Malting Address Lot# Block# 1Subd.Name or CSM# <br /> 805 Sunrise Bay 38 Bridle Ridge <br /> City State Zip Code Phone Number •City-\\ i,1 Village ✓` Town Nearest Road <br /> Waunakee 1 WI 1 535971 Springfield I Champion's Run <br /> ie New Construction Use: Residential/Number of be ooms 6 i Code derived design-flow rate 900 GPD <br /> ';j Replacement A Public or commercial-Desc• e: 1 <br /> Parent material Loess over Glacial Till Flood plain elevation,If applicable nor <br /> General comments i ,r <br /> and recommendations: Conventional cells sized @ 0.4 gals/sgft/day <br /> 1 Boring# <br /> ya Ground Surface elev. 90.2 it Depth to limiting factor 90 In. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP <br /> "ETf#f-"Efflf2- <br /> 1 0-6 10yr3/2 none sil 2fabk mfr as 1 mvf 0.5 0.8 <br /> 2 6-16 10yr4/3 none sil 2msbk mfr cs 1M 0.5 0.8 <br /> 3 16-40 10yr4/4 none sicl 2fmbk mfr cs 0.4 0.6 <br /> 4 40-46 7.5yr4/6 none sci 2fsbk mfr cs 0.4 0.6 <br /> 5 46-90 2.5yr4/6 none si 1 fpl mfr aw 0.4 0.6 <br /> 2 Boring# , <br /> .0 Ground Surface elev, 94.7 it. Depth to limiting factor 100 In. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots FD/ft <br /> 1 0-9 10yr3/2 none sil 2fabk mfr as 1 mvf 0.5 0.8 <br /> 2 9-18 10yr4/3 none sil 2msbk mfr cs 1M 0.5 0.8 <br /> 3 18-52 10yr4/4 none sicl 2fmbk mfr cs 0.4 0.6 <br /> 4 52-57 7.5yr4/6 none scl 2fsbk mfr Cs 0.4 0.6 <br /> 5 57-100 2.5yr4/6 none sl lfpl mfr aw 0.4 0.6 <br /> •Effluent#1 =8005>30<220 mg/L and TSS> 0<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/l. <br /> CST Name(Please Print) re: CS r Number <br /> Steven R.Crosby A et c: ,c. / <br /> Address Se c Specialists&Ex.,-:• t'," Inc Date Evaluation Conducted Tele• one�lu►hber <br /> 73/e/D4.r Pet_ C.I-- ctrve. Ic).1. S Sad 7122,2002 O'-A77Y <br />
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