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Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page-j__of-_ <br /> Labor a.1d Human Relations <br /> .Division of Safety 8 Buildings in accord with ILHR 83.05,Wis.Adm. Code <br /> COUNTY <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include,but Burnett <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. 32 - 9275 - 01 200 <br /> APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> Vernon Johnson GOVT.LOT 5 1/4 1/4,513 T41 N,R 16 lt,4)w <br /> PROPERTY OWNER':S MAILING ADDRESS LOT# I BLOCK# SUBD.NAME OR CSM# <br /> 108 Southwind 2 Red Fox Hideaway <br /> CITY,STATE ZIP CODE PHONE NUMBER [-]CITY ❑VILLAGE ErOWN NEAREST ROAD <br /> Jackson TN 38305 ( > -- Swiss Red Fox Hideaway R <br /> [y] New Construction Use [x] Residential/Number of bedrooms 2 [ ] Addition to existing building <br /> [ ] VMpr- <br /> Replacement [ ] Public or corrtmw*VTe-s_c-rIbe <br /> Code derived daily flow 300 gpd I##I-rommended design loading rate .7 bed,gpd/ft2 .8 trench,gpd/ft2 <br /> Absorption area required 429 bed,ft2 37ch,ft2 Maximum design loading rate .7 bed,gpd/ft2 .8 trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s)3"_P.'W a It area 93.00 ft (as referred to site plan benchmark) <br /> Additional design/site considerations Conventional using infiltrator <br /> Parent material glacial outwash Flood plain elevation,if applicable na ft <br /> S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADESYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable fors stem ®S ❑U ®S ❑U ®S El ®S ❑U ❑S ®U ❑S ®U <br /> SOIL DESCRIPTION REPORT <br /> Boring# Horizon <br /> Depth Dominant Color Mottles Structure GPD/ft <br /> in. Munsell Qu.Sz.Cont.Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench <br /> .................. <br /> ................. <br /> .................. <br /> ................. <br /> .................. <br /> 1 0-7 10YR 3/3 none m s 0 s g dl a s 2 m .7 .8 <br /> REM 2 7-27 —7.5YR 4/4 none m s 0 scl dl a s f co .7 .8 <br /> Ground 3 27-80 7.5YR 5/4 none c s 0 sg dl -- -- .7 .8 <br /> elev. <br /> 92 An ft. <br /> Depth to <br /> limiting <br /> > �t�` <br /> Remarks: <br /> Boring# <br /> 1 0- 5 10YR 3/3 none m s <br /> IN-., 2 5 - 36 7.5YR 4/4 none m s <br /> Ground - <br /> 3684 7-SYR 4114 <br /> elev. <br /> 95.25 ft. <br /> Depth to <br /> limiting <br /> factor <br /> X84" <br /> Remarks: Hand augered <br /> CST Name:—Please Print Joan E Daniels Phone: 715-349-5533 <br /> Address: PO Box 316 Siren WI 54872 <br /> Signature: Date: CST Number: <br /> 6/4/97 CSTMO 3431 <br />