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t <br /> COPY 1030 <br /> SOIL EVALUATION REPORT Page 1 of 2 <br /> Wisconsin Department of Commerce Keith Stoner <br /> Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code <br /> County <br /> Attach complete site plan on paper not less than 8'%x 11 inches in size. Plan must Burnett <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and <br /> percent slope,scale or dimemsions,north arrow,and location and distance to nearest mad. 018-9072-01-(100-700) <br /> Please print all information. Reviewed By Date <br /> Personal information you provKie may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). <br /> Property Owner Property Location <br /> Jim Stein Govt.Lot 2+3 1/4 1/4 S 34 T 39 N R 16 W <br /> Property Owner's Mailing Address Lot# Block# I Subd.Name or CSM# <br /> 4+5 I Mound Beach Subdivision <br /> Box 603 <br /> City State Zip Code Phone Number _j City J Village ✓: Town Nearest Road <br /> Lindstrom l MN 55045 651-257-1042 Meenon Lakeview <br /> Use: Code derived design flow rate 2250 GPD <br /> New Construction ✓I Residential/Number of bedrooms 15 <br /> ✓! Replacement _I Public or commercial-Describe- <br /> Parent material Glacial Drift Flood plain elevation,if applicable 956.00' <br /> General comments <br /> and recommendations: Insufficient soils to site an onsite system. Holding tank. <br /> FT] <br /> Boring# V1 Boring - <br /> ✓1 Pit Ground Surface elev. 956.31 ft. Depth to limiting factor in. Soil Application Rate <br /> Horizon i Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots Eff#GPDHt Eff#2 <br /> n. Munsell Qu.Sz.ConL Color Gr.Sz.Sh. <br /> 1 0-5 7.5YR3/2 - Is 1 msbk mvfr cs 3f-co 7 1.6 <br /> 2 5-14 7.5YR3/4 c2d5YR5/8 Is i- -0sg ml gs - 3f-co 7 1:6 <br /> m3pp5YR5/S s I Osg ml 2f-co .7 1.6 <br /> 3 14-48 7.5YR6/4 7.SYR6/2 <br /> I I <br /> -- H2O @ <br /> Boring# Boring <br /> ✓i.Pit Ground Surface elev._956.93 ft. Depth to limiting factor in. Soil Application Rate <br /> Nodzun Denth Dominant Dolor Redox Description Texture Structure Consistence Boundary Roots Eff#GPDtW Eff#2 <br /> in. Munsell (]u.Sz.Cont.Color Gr.Sz.Sh. <br /> 1 0-9 ! 7.5YR3/2 Is 1 msbk mvfr cs 3f-co 7 1.6 <br /> 2 9-11 7.5YR6l4 s Osg ml gs 3f-co 7 1.6 <br /> 3 11-48 1 7.5YR6/4 c2d5YR5/8 s Osg <br /> ml 2f-co .7 1.6 <br /> H2O @ 46" <br /> = < <br /> Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L Effluent#2 BOD5 30 mg/L and TSS<_30 mg/Lure: CST Number <br /> [Address <br /> ST Name(Please Print) Signat <br /> \ 224059 —_ <br /> eith E- Stoner <br /> ate Evaluation Conducted Telephone Number <br /> Keith Stoner 7/30/04 715-653-2324 <br /> 23220 Wood Creek Rd.,Siren,WI 54872 <br />