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ORIGINAL 1091 <br /> Wisconsin Department of Commerce SOIL EVALUATION REPORT Page t of 3 <br /> Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code <br /> Attach complete site plan on paper not less then 8%x 11 inches in size. Plan must County <br /> irdcude,but not limited lo:vertical and horizontal reference point(M),direction and Burnett <br /> percent slope,scale a dimemsiars,north arrow,and location and dlemnce to nearest road. Parcel I.D. D04, .2Y7-7 03 300 <br /> Please print all inio"nardon. Reviewed By Date -- <br /> personal d-Aboo You provide may be used for secondary nupoess(Privacy Lex.a 15.04(1)(m)). 40 1 <br /> '(] <br /> Properly Owner Properly Location Pa rYt I i n <br /> Sue+Larry Klecker Govt.Lot 3 1/4 1/4 S 28 T 38 N R 17 W <br /> Property ownera Meiling Address Lot# Block If i Subd.Name or CSM# <br /> 353 Wedgewood Drive <br /> City State LP Code Phone Number m City r Village ✓ Town Nearest Road <br /> CGL/ MN 1 55115 1 651-653-9705 1 Dunham Lake Road <br /> New Construction Use: ✓' Residential/Number of bedrooms 3 Code derived design flow rate 450GPD <br /> ✓�Replacement :_ Public or commercial-Describe: ------GPD <br /> Y'J Replacement ----; <br /> i Public or commercial-Describe: <br /> Parent material Glacial Drift Flood plain elevation,if applicable NA <br /> General comments <br /> and recommendations: Design to use a total of 21 leaching chambers. Chambers must be<1.00'in height. 3 cells of 7 units <br /> per cell with a system elevation of 97.02. Lift pump required. <br /> Boring# _j Boring <br /> +06 Ph Ground Surface elev. 98.02 ft. Depth to timftirrg factor 60„ in. Sol Application Rafe <br /> Horizon Depth Dominant Odor Redox Desorption TwAse Structure I Conalalence Boundary Roots GPDAP <br /> 'Ea#1 •E <br /> 1 0-6 10YR3/3 - Is lmsbk mvfr Cs 3f-co .7 1.2 <br /> 2 6-31 7.5YR3/4 Is tmsbk mvfr gs 3f-co .7 1.2 <br /> 3 31-60 7.5YR4/6 - med.s Osg ml gs 3f-co .7 1.2 <br /> 4 60-75 7.5YR5/4 c2d5YR5/8 fs m mvfr gs 2f-m .4 .6 <br /> 5 75-96 7.5YR5/4 med.s Osg ml 1f .7 1.2 <br /> Boft# _j Boring <br /> a+' Pit Ground Surface elev. 98.66 ft. Depth to 8mifing factor 72 in. Soil Application Rete <br /> Hon;= I Depth I Donlcant Color Rados Desorption TeAure Structure Camlelence BMnday Rods GPDRF <br /> -Eff#1 ' ff#2 <br /> 1 0.9 1OYR3/3 - Is lmsbk mvfr cs 3f-co .7 1.2 <br /> 2 9-35 7.5YR3/4 - Is lmsbk mvfr gs 3f-co .7 1.2 <br /> 3 35.72 7.5YR4/6 med.s Osg ml gs 3f-00 .7 1.2 <br /> 4 72-96 7.5YR5/4 c2d5YR5/8 med.s Osg ml 2f-m .7 1.2 <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 /> Debbie E. Stoner (��r\LS_JJII�„1J116�,1..1k _ 247656 <br /> Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd.,Siren,WI 54872 5/31/02 715-653.2324 <br />