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ORIGINAL 1236 <br /> Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 4 <br /> Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Keith Stoner <br /> Attach complete site plan on County <br /> p p paper not less than ref x n inches In size. Plan must Burrleft <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and <br /> percent slope,scale or dimemsiors,roth arrow,and location and distance to nearest mad. Parcel I.D. <br /> o,z-g375-oS yCo <br /> Please print all information. Reviewed By Date <br /> Personal intonation you provide may be used for secondary purposes(Privacy Lav,s.15.04(1)(m)). <br /> M4y 5 oG <br /> Property Owner Property Location <br /> Gabe Krueger Govt.Lot 1/4 1/4 S 15 T 40 N R 15 W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 6505 Corvallis Ave. 44 5 N Add.To Voyager Village <br /> City State Zip Code Phone Number J City J Village a Town Nearest Road <br /> CC S 1 I MN 1 55428 763-531-0676 Jackson I Hawks Nest Ave. <br /> ✓J New Construction Use: ✓I Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD <br /> J Replacement J Public or commercial-Describe: <br /> Parent material Glacial Drift Flood plain elevation,if applicable NA <br /> General comments <br /> and recommendations: 'See job memo page. <br /> Boring# -i Boring <br /> ✓J Pit Ground Surface elev. 97.60 ft. Depth to limiting factor 58" in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfI' <br /> in. Munsell Qu.Sz.Cont Color Gr.Sz.Sh. 'Eff#1 'Eff#2 <br /> 1 0.4 10YR2/2 Is 1 msbk mvfr cs 3f-co .7 1.6 <br /> 2 4-19 10YR4/6 - Is Dag ml gs 3f-co .7 1.6 <br /> 3 19-42 7.5YR5/6 - gr s Dag ml gs 2f-co .7 1.6 <br /> 4 42-46 7.5YR5/8 gr Is Dag ml gs 2f-m .7 1.6 <br /> 5 46-58 7.5YR4/6 s Osg ml gs if-m 7 1.6 <br /> 6 58-67 7.5YR4/6 c2d5YR5/8 s Deg ml gs 1f .7 1.6 <br /> 7 67-77 7.5YR5/6 cos Dag ml - - .7 1.6 <br /> ,y,- coves c+ed Is 6w cks -1.S-NAR 4Iq <br /> T Boring# -' Boring <br /> ✓1 Pu Ground Surface elev. 97.05 R. Depth to limiting factor 88 in. Sod Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDflI' <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 -Eff#2 <br /> 1 0-4 10YR2/2 - Is lmsbk mvfr cs 3f-co 7 1.6 <br /> 2 4-18 10YR4/6 - Is Dag ml gs 3f-co .7 1.6 <br /> 3 18-45 7.5YR5/6 - gr s Dag ml gs 2f-co .7 1.6 <br /> 4 45-49 7.5YR5/8 - gr Is Dag ml gs 2f-m .7 1.6 <br /> 5 49-60 7.5YR4/6 - s 0sg ml gs 1f-m .7 1.6 <br /> 6 60-68 7.5YR4/6 - Is Osg ml gs 1f .5 1.0 <br /> 7 68-80 7.5YR4/6 c2d5YR5/8 fs Dag ml gs .5 1.0 <br /> 'Effluent#1 -BOD?30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD <30 mg/L and TSS<.30 mg/L <br /> CST Name(Please Print) Signature: CST Number <br /> Keith E.Stoner 224059 <br /> Address Keith Stoner Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd.,Siren,WI 54872 4/21/06 715-653-2324 <br />