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Wisconsin Department of Commerce SOIL EVALUATION REPORT ORIGINAL 1084Page 1 of 3 <br /> Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Keith Stoner <br /> Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County <br /> Burnett <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and <br /> percent slope,scale or dimennsions,north anow,and location and distance to nearest road. Parcel I.D. <br /> Please print all information. 014'522226 02 700 <br /> Persona information you provide may be used V secondary purposes(Privacy Lax,s.15.04(1)(m)). Reviewed By Date <br /> Property Owner Property Location <br /> Raymond E.Johnson Govt.Lot 2 1/4 19S 26 T 38 N R 15 <br /> Property Owner's Mailing Address Lot If Block# Subd.Name or CSM# <br /> 11300 Hampshire Ave. South 2 Vol.2 Pg.225 <br /> City State Zip Code Phone Number _j City J Village ie Town Nearest Road <br /> BIor m I n ton MN 1 554381 NA LaFollette 1 #4013 Spencer Lake Road <br /> I New Construction Use: V Residential/Number of bedrooms 3 Code derived design flow rate 45 GPD <br /> 1/ Replacement J Public or commercial-Describe: <br /> Parent material Glacial Drift Flood plain elevation,if applicable NA <br /> General comments <br /> and recommendations: Propose 2 cells of leaching chambers using a .61 loading rate due to fine sands in lower horizon. <br /> Upslope cell SE=95.70' Downslope cell SE=95.30' Cells staked onsite. <br /> Boring# � Boring <br /> Pit Ground Surface elev. 98.45 ft. De th p to limiting factor >90" in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 <br /> 1 0-9 7.5YR3/2 - Is 1msbk mvfr cs 3f-m .7 1.6 <br /> 2 9-23 7.5YR3/4 - Is Osg ml gs 2f-co .7 1.6 <br /> 3 32-58 7.5YR4/4 - gr s Osg ml gs 2f .7 1.6 <br /> 4 58-90 7.5YR5/4 - fs Osg ml .5 1.0 <br /> ❑Boring# -- Boring <br /> ✓. Pit Ground Surface elev. 98.70 ft. Depth to limiting factor >96" in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' <br /> in. Munsell Cu.Sz.Cont.Color Gr.Sz.Sh. -Eff#1 *Eff#2 <br /> 1 0-9 7.5YR3/2 - Is lmsbk mvfr cs 3f-m .7 1.6 <br /> 2 9-44 7.5YR3/4 - Is Osg ml gs 2f-co .7 1.6 <br /> 3 44-69 7.5YR4/4 - gr s Osg ml gs 2f .7 1.6 <br /> 4 69-72 5YR4/4 - is Osg ml gs .5 1.0 <br /> 5 72-96 7.5YR5/4 - ft Osg ml .5 1.0 <br /> #5-1/8-1/4"lamallea 7.5YR4/6 <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/L <br /> CST Name(Please Print) Signature: P CST Number <br /> Keith E.Stoner &OK L 224059 <br /> Address Keith Stoner Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd.,Siren,WI 54872 11/2/04 715-653-2324 <br />