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wisconsinDepartment ofIndustry, SOIL AND SITE EVALUATION REPORT Page—of_ <br /> Labor and Human Relations <br /> Division of Safety&Buildings in accord with ILHR 83.05,Wis.Adm. Code <br /> COUNTY <br /> Attach complete site plan on paper not less than 81/2 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.DD-.# <br /> dimensioned, north arrow,and location and distance to nearest road. i, - 6on <br /> APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION REVIEWED DATE <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> Oak Ridge <br /> NNEEParMnters GOVT.LOT NW 1/4 NW 1/4,S 9 T 41 ,N,R 14 W(or)W <br /> WebbITS AILING <br /> ADDeRESS BLOCK# SUBD.NAME OR CSM# <br /> TW <br /> a <br /> CITY,STATE ZIP CODE PHONE NUMBER []CITY [-[VILLAGE JUOWN NEAREST ROAD <br /> Danbury, WI 54830 ( 71) 259-3346 Webb Lake N. Webb Lake Dr. <br /> ( ] New Construction Use [ ] Residential/Number of bedrooms [ ] Addition to existing building <br /> [4 Replacement [R] Public or commercial describe Bar <br /> Code derived daily Flow 645 god Recommended design loading rate .7 bed,gpd/0 .8 trench,gpd/ft2 <br /> Absorption area required 922 _bed,ft2 807 trench,ft2 Maximum design loading rate 17_bed,gpd/ft2_E_trench,gpd/112 <br /> Recommended infiltration surface elevation(s) 93.7 ft (as referred to site plan benchmark) <br /> Additional design/site considerations NA <br /> Parent material _i a i al Drift Flood plain elevation, if applicable NA It <br /> S=Suitable for system CONVENTIONAL I MOUND IN-GROUND PRESSURE AT-GRADE i SYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable fors stem �S ❑U IRS ❑U WS ❑U [iS ❑U ❑S j U ❑S �7U <br /> SOIL DESCRIPTION REPORT <br /> Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft <br /> in. Munsell Qu.Sz.Cont Color Gr. Sz. Sh. Bed jTrench <br /> 1 0-5" 7.5 YR 3/2 -------- is 1fgr mvfr cs 2fc .7 .8 <br /> Is 2 5"-35' 7.5 YR 4/4 --------- ms osg ml cs 2fc .7 .8 <br /> ggG��rround 3 5"-84' 7.5 YR 5/6 ---------- ms Ogg ml --- -- .7 .8 <br /> 96V'4 ft. <br /> Depth to <br /> limiting <br /> f84i' <br /> J-7 <br /> Remarks: <br /> Boring# <br /> 1 0-4" 7.5 YR 3/2 --------- is 1fgr mvfr cs 2fc .7 .8 <br /> 2< 2 4"-37 7.5 YR 4/4 --------- ms Ogg ml ca 2fc .7 .8 <br /> 3 7"-82' 7.5 YR 5/6 ------- ms osg ml --- -- .7 .8 <br /> Ground <br /> elev. <br /> 96.3 ft. <br /> Depth to <br /> limiting <br /> factor <br /> Remarks: <br /> CST Name:—Please Print Wade Rufsholm Phone: <br /> (715)349-7286 <br /> Address: 24702 Lind Road P.O. Boa 514 Siren, WI 54872 <br /> Signature: , Date: CSNumber: <br /> 11/4/94 3583 <br />