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Visconsin SOIL EVALUATION REPORT ORIGINAL #1374 <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 81/2 x 11 inches in size. Plan must County 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 /> 012207-09 520 <br /> Please print all information. Reviewed By Date <br /> Personal infomration you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). /pTu,e. 08 <br /> Property(honer Property Location <br /> Robert And Carolyn Tilton Govt.Lot 9 1/4, 1/4, S7,T40N, R15W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 4813 School Rd. 2 1 Csm Vol. 15 Pg. 101 <br /> City State Zip Code Phone Number ❑ City ❑Village Town Nearest Road <br /> Edina MN 1 55424 1 952-920-0356 Jackson 1 5579 Ham Ridge Trail <br /> 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 leaching chambers centering the upslope cell over the 96.00 contour w/a system elevation of 92.75. Locate the <br /> and recommendations: downslope cell over the 94.35'contour w/a system slay.of 91.35' Cell cenledines staked onsite. <br /> ,UolYlad $s ¢,39 1) - 6rog calm- M enAti <br /> F Boring# ❑Boring <br /> ®Ph Ground surface elev. 98.00 ft. Depth to limiting factor >89 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 I 'Efl#2 <br /> 1 0-4 7.5YR3/2 Is lmsbk mvfr rs 3f-m .7 1.6 <br /> 2 4-15 7.5YR3/4 Is Osg ml gs 3f-co 0.7 1.6 <br /> 3 15-89 7.5YR5/4 s Osg ml --- 2f-co 0.7 1.6 <br /> At 68 inches some bands of 7.5YR4/4 loamy sand. <br /> 2 Boring# <br /> ❑Boring <br /> pit Ground surface also. 92.35 fl. Depth to limiting factor >90 in. Soil ApplicationRate <br /> Horizon Depth Dominant Color Redox Description Texture Structure ConsistenceBoundary Roots GPD/ft' <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'EfW <br /> 1 0-4 7.5YR3/2 Is lmsbk mvfr cs 3f-m .7 1.6 <br /> 2 4-19 7.5YR3/4 Is Osg ml gs 3f-co 0.7 1.6 <br /> 3 19-90 7.5YR5/4 s 059 ml --- 2f-co 0.7 1.6 <br /> At approx.70 inches lamellae begin. <br /> 'Effluent#1 =BOD s>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BODS S30 mg/L and TSS S.30 mg/L <br /> CST Name(Please Print) ure: CST Number <br /> Keith E. Stoner 224059 <br /> Address Keith E.Stoner Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd.ISiren,WI 54872 5/30/08 715-653-2324 <br /> SAD-8330(A07/00) <br />