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yyionsin Departlnent of Industry, SOIL AND SITE EVALUATION REPORT Page of <br /> La��r and Human Relations <br /> Dh,;Sion of Safety&Buildings in accord with ILHR 83.05,Wis.Adm. Code <br /> COUNTf <br /> A0' ch complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include,but <br /> r•ii.limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCE I.D. <br /> umensioned, north arrow,and location and distance to nearest road. <br /> APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BDATE <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> Ronald Freese GOVT.LOT N/ F_ 1/4/OE 1/4,S T38 N,R 15 j(or)W <br /> PRpPERTYOWNER':SMAILINGADDRESS LOT# BLOCK# SUBD.NAME O CSM# <br /> 5415 Culbertson Road <br /> CITY,STATE ZIP CODE PHONE NUMBER []CITY ❑VILLAGE aOWN NEAREST ROAD <br /> Webster, WI 54893 ( 715 349-7376 LaFollette Culbertson Road <br /> [ ] New Construction Use [K] Residential/Number of bedrooms 2 [ ] Addition to existing building <br /> (� Replacement [ ] Public or commercial describe <br /> Code derived daily flow 300 gpd Recommended design loading rate .7 bed,gpd .8 trench,gpd/ft2 <br /> Absorption area required 429 bed,112 375 trench,112 Maximum design loading rate .7 bed,gpd/ 2 .8 trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s)95.6 It (as referred to site plan benchmark) <br /> Additional design/site considerations NA <br /> Parent material Glacial Drift Flood plain elevation,if applicable NA It <br /> S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE I AT-GRADESYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable for s stem RIS ❑U KI S ❑U F7 S ❑U W S ElU RIS ❑U ❑S fxl U <br /> SOIL DESCRIPTION REPORT <br /> Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft <br /> in. Munsell Cu.Sz.Cont Color Gr. Sz. Sh. Bed jTrench <br /> Pkg 1 0-3" 7.5 YR 3/2 ----------- is lmsbk mvfr cs f-co .7 .8 <br /> ;CC`,.a" I 2 3"-29 ' 7.5 YR 4/6 --------- is lmsbk mvfr gs f-co .7 .8 <br /> Ground 3 9"-64 ' 7.5 YR 5/6 ----------- f-ms osg ml gs f-m .7 .8 <br /> elev. <br /> 97.2 it. 4 A"-77" 7.5 YR 4/6 c2d 5 YR 8 f 2msbk mfr -- -- <br /> Depth to <br /> limiting <br /> iact64Q1 <br /> Remarks: <br /> Boring# <br /> 1 0-4" 7.5 YR 3/2 ---------- is lmsbk mvfr cs !f-co .7 .8 <br /> L 2 2 4"-27 7.5 YR 4/6 ---------- is lmsbk mvfr gs !f-co .7 .8 <br /> 3 7"-66 7.5 YR 5/6 ----------- f-ms osg ml gs Lf-m .7 .8 <br /> Ground <br /> 97e15. it 4 6"-74 7.5 YR 4/6 c2d 5 YR 5/8 fs 2msbk mfr -- — NA NA <br /> Depth to <br /> limiting <br /> factor <br /> 66" <br /> Remarks: <br /> CST Name:-Please Print Wade Rufsholm Phone: 715)349-7286 <br /> Address: 24702 Lind Road P.O. Box 514 Siren, W 54872 <br /> Signature: Date: 5/5/ 5 CS3583er: <br />