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ORIGINAL 1210 <br /> Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 <br /> Division of Safely and Buildings in accordance with Comm 85,Wis.Adm.Code Kedh Stoner <br /> Attach oomplete site plan on paper not leas than 8%x 11 inches in size. Plan must County <br /> include,but not limited b:verfimi and horizontal refererm point(BIS,direction and Burnett <br /> percent slope,scale or dinamaaa,north are w,and location and distance to nearest road. Parcel I.D. <br /> P/ease print all information. (2G-9135-06-700 <br /> Reviewed By Date <br /> Persona in i.whon you Rains may be used to secordsy pwpaes(Rivag Lew,s.15.04(1)(m)). )Z1�J(r `03 <br /> Property Owner Property Location <br /> Janice Patrick Govt Lot 1/4 19S 7 T 40 N R 16 W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSW <br /> 1201 Ripley Ave. 57 NA P rduns River Pines <br /> City State Zip Code Phone Number City Village ✓ Town Nearest Road <br /> Saint Paul I MN 1 55109 612-748-2773 Oakland I East Yellow River Rd. <br /> New Construction Use: ✓' Residential/Number of bedrooms 2 Code derived design flow rate 300 GPD <br /> Replacement _._J Public or commercial-Describe: <br /> Parent material Glacial drift Flood plain elevation,ff applicable NA <br /> General comments <br /> and recommendations: Recommend 2 cells of leaching chambers using a.6 loading rate. System elevations of 94.30'and <br /> 94.00'situated on the lower side of the tested area as there are fewer trees. <br /> Bch# .--Boring <br /> ✓+Pit Ground Surface elev. 96.66 ft. Depth to limiting factor >923 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Stnotixe Consistence Bourich ry Roots GPD/112 <br /> -Eff#1 -Eff#2 <br /> 1 0-3 7.5YR3/2 Is lmsbk mvfr cs 3f-co .7 1.2 <br /> 2 3-20 7.5YR3/4 Is 1 msbk mvfr gs 3f-co .7 1.2 <br /> 3 20-44 7.5YR4/4 s 0 sg ml gs 2f-co .7 1.2 <br /> 4 4498 7.5YR5/4 s 0 sg ml 1f-co .7 1.2 <br /> ILII I I <br /> Boring# .._Boring <br /> ✓.Pit Ground Surface elev. 96.35 ft. Depth to limiting factor >92 in. Soil Appkayon Rate <br /> Horizon Depth Dominant Color I Redox Description Texture Structure Consistence Bounds y Roots GPD/fF <br /> -Eff#1 •Eff#2 <br /> 1 0-4 7.5YR3/2 Is 1 msbk mvfr cs 3f-co .7 1.2 <br /> 2 432 7.5YR3/4 Is 1msbk mvfr gs 3f-co .7 1.2 <br /> 3 32-92 7.5YR5/4 s 0 sg ml gs 2f-co .7 1.2 <br /> Effluent#1 =BOD?30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD5<30 mg/L and TSS<30 mg/L <br /> i <br /> T Name(Please Print) CST Number <br /> th E. Stoner 224059 <br /> ress Keith Stoner �"� Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd.,Siren,WI 54872 7/24/03 715 653 2324 <br />