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Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page_of_ <br /> Labor and Human Relations <br /> Division of safety 8 Buildings in accord with ILHR 83.05,Wis.Adm. Code <br /> COUNTY �l� <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,but <br /> not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.# <br /> dimensioned, north arrow,and location and distance to nearest road. — 3 &D <br /> APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> White Tait Windenne.64 Cam Hound GOVT.LOT SW 1/4 SE 1/4,S32 T 40 ,N,R 16 9(or cVi <br /> PROPERTY OWNERS MAILING ADDRESS LOT# BLOCK# I SUBD.NAME OR CSM# <br /> P.U. Box 497 <br /> CITY STATE ZIP CODE PHONE NUMBER []CITY ❑VILLAGE PfOWN NEAREST ROAD <br /> W,sten, WI 54893-0497 ( 611 644-1145 Oakland St. Hwa. 35 <br /> [ I New Construction Use [ I Residential/Number of bedrooms [ ] Addition to existing building <br /> �j Replacement [X I Public or commercial describe B h <br /> Code derived daily flow 962 gpd Recommended design loading rate .7 bed,gpd/ft2__ ,__trench,gpd/ft2 <br /> Absorption area required 1375 bed, ft2 -- trench,ft2 Maximum design loading rate •7 bed,gpd/ft2 .8 trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) 96.8 ft (as referred to site plan benchmark) <br /> Additional design/site considerations 181 x 80' bed <br /> Parent material Gkac(aP Outwa sh Flood plain elevation,if applicable NA ft <br /> S=Suitable for system CONVENTIONAL MOUND N-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable for stem EIS ❑U ®S ❑U KIS ❑U ®S ❑U ❑S ®U ❑S ®U <br /> SOIL DESCRIPTION REPORT <br /> Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft <br /> Boring# Horizon in Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. FBed 7TIrerich <br /> 1 0-7" 7.5YR 3/2 ---------- ts 2msbk mv6A ce 2bc .7 .8 <br /> >.><` 2 711-18 ' 10YR 4/4 ----------- t16 2m6bh MVAA cls IAC 1 .8 <br /> Ground 3 8"-76 ' 7.5 VR 4/6 , ---------- med..e 0.6g Int --- --- .7 .8 <br /> elev. <br /> 98.8 ft. <br /> Depth to <br /> limiting <br /> factor <br /> >76" <br /> Remarks: <br /> Boring # <br /> 1 0-81' 7.5 YR 3/2 ------------ t,6 2msbk MV n c _Ur'_ .7 8 <br /> 2 .._. 2 8r'-21 10 YR 4/4 ------------ p6 2m6bh mvbn cis lbc .7 .8 <br /> 3 1rr-80 7.5 YR 4/6 ------------ med.h Ob Mt --- --- .7 i .8 <br /> Ground <br /> elev. <br /> 99_4 ft. <br /> Depth to <br /> limiting <br /> factor <br /> >80° <br /> Remarks: - <br /> CST Name:—Please Print Phone: <br /> Wctde Ru{telao.Pm 17151349-7286 <br /> Address: 24702 Lind Road P.U. Box 514 S<aen, WI 54872 <br /> Sgnature: JCj` / Date: 5/19/9 <br />