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` isconsin SOIL EVALUATION REPORT ORIGINAL #1001 <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 /> Burnett <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. <br /> Please print all information. 07-012-2-40-15-10-5 15-128-288000: <br /> Personal informationReviewed By Date <br /> you provide maybe used for secondary Puryoses(Privacy Law,s.15.69(1)(m)). <br /> )Ja. ZAIo <br /> Property Owner Property Location <br /> Scott Schulze (8nan /4icaGckek Ns /e Spree£ ) Govt.Lot 1/4, 1/4, 510,T40N, RI 5W <br /> Property Owners Mailing Address Gk,/frw.L rwllf, as 6y74) Lot# Block# Subd.Name or CSM# <br /> 14 East Gilfillan Rd. 279 Deer Path Add.To V.V. <br /> City State Zip Code Phone Number n City I I Village X Town Nearest Road <br /> Noth Oak MN 1 55127 1 651-235-0178 Jackson I�q 1 Deer Path Way <br /> LI]New Construction Use: Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD <br /> Replacement Public or commercial-Describe: <br /> Parent material Glacial Drift Flood plain elevation,if applicable Na__ft. <br /> General comments Propose 2 cells of Quid(4 Low Pro chambers using a.7 SAR. Cells staked across contours due to drive and P/L.Upslope System <br /> and recommendations: Elev.=94.83' and Downslope Cell S.E.=94.00'C/Us of cells staked onsite. <br /> 14001w as 99 D - 6r' hr oacl <br /> 17 <br /> Boring# <br /> Boring <br /> F-1 Pit Ground surface elev. 96.04 fl. Depth to limiting factor >90 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. "Eff#1 'Etf#2 <br /> 1 0-4 7.5YR2.5/2 Is Smsbk mvfr (s 3f-m 0.7 1.6 <br /> 2 4-26 7.5YR4/4 Is Osg ml gs 3f-c0 0.7 1.6 <br /> 3 26-90 7.5YR4/6 s Osg ml --- lf-co 0.7 1.6 <br /> Is sand bands beginning at 57"1/4"to 1/2"7.5YR3/4 <br /> Z Boring# <br /> Boring <br /> U Pk Ground surface elev. 94.30 ft. Depth to limiting factor >92 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R' <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Et#n "01#2 <br /> 1 O-5 7.5YR2.5/2 Is lmsbk mvfr cs 3f-m 0.7 1.6 <br /> 2 5-26 7.5YR4/4 Is Osg ml gs 3f-cO 0.7 1.6 <br /> 3 26-84 7.5YR4/6 s Osg ml gs if-co 0.7 1.6 <br /> 4 84-92 7.5YR5/4 moist fs 059 ml --- if-m 0.5 1.0 <br /> Is sand bands beginning at 59" 1/4"to 1/2"7.5YR3/4 <br /> Effluent#1 =BOD s>30<220 mg/L and TSS>30<150 mg/L `Effluent#2=BOD5<.30 mg/L and TSS<.30 mg/- <br /> CST Name(Please Print) Signature: Q 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 10/25/2010 <br /> SBD-9330(k 7—M—) <br />