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DCPZP-2015-00192
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DCPZP-2015-00192
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4/30/2015 12:22:34 PM
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4/28/2015 1:21:04 PM
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DCPZP-2015-00192
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 3 <br /> of <br /> Division of Safety and Buildings ' <br /> in accordance with Comm 85,Wis. Adm. Code <br /> County Dane <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D <br /> percent slope,scale or dimensions, north arrow,and location and distance to nearest road. 0508-152-9501-7 <br /> Please print all information. Reviewed by Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). <br /> Property Owner Property Location <br /> Sunburst Land LLC Govt.Lot SE 1/4 NW 1/4 S 20 T 5 8 <br /> N R E.( <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 532 Ace Street 28 Acre Metes &Bounds <br /> City State Zip Code Phone Number O City D Village 'Town Nearest Road <br /> Belleville, WI I 53508 I ( ) Montrose 1003 CTH PB <br /> U New Construction Use:IT. Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD <br /> tg Replacement Public or commercial-Describe: <br /> Parent material <br /> Loess Over Glacial Outwash Flood Plain elevation if applicable N/A ft. <br /> General comments Suitable For Conventional In-Ground System <br /> and recommendations: <br /> Existing System Appears To Be Code Compliant On Soils Basis <br /> Boring 96.6 >79 <br /> 1 Boring# ,_,y <br /> El Pit Ground surface elev. ft. Depth to limiting factor in. <br /> Soil Application Rate* <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz. Sh. *Eff#1 'Eff#2 <br /> A 0-10 10YR3/2 None sil 2fsbk mvfr cs 2vf-c 0.6 ' 0.8 <br /> B1 10-24 10YR4/4 None sicl 2msbk mfr gs 1vt-c U.4 0.6 <br /> IIB2 24-45 7.5YR4/6 None sl lmsbk mvfr cs 1vf-f 0.4 0.7 <br /> IIC 45-79 10YR6/4 None s Osg ml . 0.7 1.6 <br /> Boring 96.6 >84 <br /> 2 Boring# <br /> El. <br /> Pit Ground surface elev: fL Depth to limiting factor in. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 <br /> A 0-12 10YR3/2 None sil 2fsbk mvfr cs -1vf-m 0.6 0.8 <br /> B1 12-29 10YR4/4 None sicl 2msbk mfr ' gs . 1vf-f 0.4 0.6 <br /> 1IB2 29-57 7.5YR4/6 None sI lmsbk mvfr cs lvf 0.4 0.7 <br /> IIC 57-84 10YR6/4 None S Osg ml 0.7 1.6 <br /> 'Effluent#1 =BOOS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L <br /> CST Name(Please Print) Signature l " CST hr6g4 <br /> Paul A. Hardy C/ La <br /> G•' <br /> Address Date Evaluation Conducted Telephone Number <br /> 7226 Timberwood Drive, Madison,WI 53719 4-13-15 608-848-4869 <br />
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