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e�SC0' ORIGINAL 411024 <br /> 1lSIR SOIL EVALUATION REPORT <br /> Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 3 <br /> Division of Safety and Buildings Keith E.Stoner <br /> Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and Burnett <br /> Percent slope,scale of dimensions,north arrow,and location and distance to nearest mad. Parcel LD. <br /> Please print all inforrnation. _ 012 01-05900 <br /> Personal information you provide may be used for seconds Reviewed By Date <br /> secondary Purposes(Privacy Law,e.15.04(1)(m)). /7 <br /> Property Owner Property Location <br /> Albert Frank Govt.Lot 1 1/4, 1/4,S1,T40N,R15W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 2128 Suburban Ave. <br /> CiSt State Zip Code Phone Number F i City ❑Village h Town Nearest Road <br /> St. Paul I MN 1 55119 1 651-738-0497 Jackson 29291 Ford Road <br /> ❑ <br /> Now Construction Use: Residential/Number of bedrooms 2 Code derived design flow rate 300 GPD <br /> Replacement FJPublic or oommerciai-Describe:___ <br /> Parent material Glacial Drift Flood plain elevation,if applicable _ NA ft. <br /> General comments Propose a single dispersal cell constructed of 3 ft.wide gravelless media using a.6 soil loading rate due to fine sand horizon. <br /> and recommendations: System elevation=94.00'. Centerikle of cell staked onsite. <br /> 8 ': - (5-rggycjii"-_Aj <br /> Inshad <br /> Boring# Boring <br /> C% Pit Ground surface elev. 98.28 ft. Depth to limiting factor >112 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Descripflon Texture -Structure Consistent Boundary Roots GPD/t' <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. EtHFi "EB#2 <br /> 1 0-5 7.5YR3/2 Is imsbk mvfr cs 3f-m 0.7 1.6 <br /> 2 5-26 7.5YR4/4 Is Osg ml gs 2f-m 0.7 1.6 <br /> 3 26-64 7.SYR4/4+4/6 s OSg ml gs 2f-co 0.7 1.6 <br /> 4 64-72 7.SYR5/4 fs Osg ml QS if-co 0.5 1.0 <br /> 5 72-112 7.5YR5/4 s Osg ml 0.7 1.6 <br /> Note: Hand auger from 75-112" <br /> 2]Boring# Boring <br /> Pit Ground surface elev. 98.56 ft. Depth to limiting factor >110 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture structure Consistent Boundary Roots GPD/ft' <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •E11 -E=2 <br /> 1 0-5 7.5YR3/2 Is lmsbk mvfr cs 3f-m 0.7 1.6 <br /> 2 5-32 7.5YR4/4 Is Osg ml gs 3f-co 0.7 1.6 <br /> 3 32-110 7.SYR4/6+5/4 5 Osg ml 2f-co 0.7 1.6 <br /> Note: Hand auger from 68-110". <br /> Effluent#1 =SOD?30<220 mg/L and TSS>30<150 mg/L 'E nt#2=BODS<30 mg/L and TSS<3g mg/L <br /> CST Name(Please Print) Signature: CST Number <br /> Keith E.Stoner 224059 <br /> Address Keith E.Stoner Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd.Siren,WI 54872 11/7/08 715.653-2324 <br /> SBD-8330(R07/00) <br />