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ORIGINAL 1115 <br /> Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 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 than 8%x 11 inolres in size. Plan must County <br /> include,but not kraw to:va*al arta hor¢onial referam point(BM),direction and Burnett <br /> percent slope,arab or dimemaions,north arrow,and location and distance to nearest road. Parcel I.D. <br /> 036-4430-02 100 <br /> Please print all information. - - --- -- - - - - -- ..---- ---- - <br /> Reviewed By Date <br /> PWWW intamebon you pnvide may be used forsemrdap purposes(Privacy Lax,s 15(1)(m)). A <br /> Property Owner Property Location 15rd. )n <br /> Norb Reinder Govt Lot SE 1/4 SE 1/4 S 30 T 40 N R 17 W <br /> Property Owners Mailing Address Lot# Block# Subd.Name or CSM# <br /> 1400 Bilmar Ave. Vol. 578 Pg.488 <br /> City State Zip Code Phone Number _. City '.Village a Town Nearest Road <br /> New Richmond WI 1 54017 1 715-246-5664 Union I Ridge Road <br /> 9)New Construction Use: a 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,if applicable NA _ <br /> General comments <br /> and recommendations: Propose two cells for a total of 14 leaching chambers with a system elevation of 94.15' <br /> Boring# Boring <br /> e Pit Ground Surface elev. 97.84 ft. Depth to yrnigng factor >90" in. MPI Rath <br /> Horizon Depth Dominant Cola Redox Description Texture Strucicae Consisbrm Boundary Roots GPD/ff <br /> 'Eff#1 `Eff#2 <br /> 1 0-5 10YR2/2 - Is lmsbk mvfr Cs 3f-co .7 1.2 <br /> 2 5-22 7.5YR3/4 - Is lmsbk mvfr gs 3f-co .7 1.2 <br /> 3 22-38 7.5YR4/4 r.med.s Osg ml gs 2f-m .7 1.2 <br /> 4 38-90 7.5YR5/4 - med.s Osg ml 1f .7 1.2 <br /> #3-wealdy cemented <br /> Boring# _j Boring <br /> Pit Ground Surface elev. 97.52 ft. Depth to limiting factor >94" in. Soil Apptirabm Rale <br /> Horizon Depth Dominant Color Redox Desa ption Texture Struchm Consistence Boundary Rook GPDW <br /> 901101 'Eff#2 <br /> 1 0-5 10YR2/2 - Is 1 msbk mvfr Cs 3f-co .7 1.2 <br /> 2 5-24 7.5YR3/4 - Is lmsbk mvfr gs 3f-co .7 1.2 <br /> 3 24-38 7.5YR4/4 — r.med.s Osg ml gs 2f-m .7 1.2 <br /> 4 38-94 7.5YR5/4 - med.s Osg ml 1f .7 1.2 <br /> #3-wealdy cemented -- <br /> `Effluent 91 =SOD 5>30<220 mg/L and TSS>30<150 mg/L `Effluent#2=BOD5 130 mg/L and TSS<30 mg/L <br /> CST Name(Please Print) Signature: CST Number <br /> Debbie E. Stoner 247856 <br /> Address Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd.,Siren,WI 54872 7/28/02 715-653-2324 <br />