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Wisconsin Department of Indus", 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 COUNTY PAGE 1 OF 3 <br /> ' <br /> Attach complete site plan on paper not less than 81/2 x 11 inches in size.Plan must include,but URNETT <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. <br /> APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION REVIEWED DATE o0 <br /> PROPERTY OWNER: PROPERTY LOCATION IF I <br /> KENNETH D. ADERMAN GOVT.LOTNE 1/4SE 1/ �T 39 N,R 17 WE(or)W <br /> PROPERTY OWNERS MAILING ADDRESS LOT# BLOCK# SUBD.NA OR CSM# <br /> 8121 — 17TH AVE. <br /> CITY,STATE ZIP CODE PHONE NUMBER E OWN NEAREST ROAD <br /> KENOSHAr WI 53143 (414 658-3465 HOMA RD. <br /> :C] New Construction UseT ] Residential/Number of bedrooms 2 [ ] Addition to existing building <br /> I ] Replacement [ ] Public or commercial describe N/A <br /> Code derived dairy flow 300 gpd Recommended design loading rate 0.7 bed,gpd/ft2 0.8 trench,gpd/ft2 <br /> Absorption area required 429 bed,ft2 375 trench,ft2 Maximum design loading rate 0.7 bed,gpd/ft2 0.8 trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) 91.1 ft (as referred to site plan benchmark) <br /> Additional design/site considerations CONVENTIONAL BED — ' X 36' <br /> Parent material GLACIAL DRIFT Flood plain elevation,if applicable N/A It <br /> S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADESYSTEM INFILL HOLDING TANK <br /> U=Unsuitable for s stem 7❑S El U X1 S El 30 S El U X❑S ElU ❑S X❑U ❑S X❑U <br /> SOIL DESCRIPTION REPORT <br /> Depth Dominant Color Mottles Structure GPD/ft <br /> Boring# Horizon Texture Consistence Boundary Roots <br /> ................. <br /> In. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench <br /> 1 —6 .5YR 3/2 NONE 51 2msbk vfr 3s 2f 0.5 0.6 <br /> `a 1 <br /> 2 —20 10YR 5/4 NONE s osq R1 as if 0.7 0.8 <br /> Ground 3 0-79 OYR 4/3 NONK 1S psg 1 -- 0 0.7 0.8 <br /> elev. <br /> 94.6 ft. <br /> on <br /> Depth to e <br /> limiting <br /> factor o2 p+s <br /> Remarks: SYSTEM EL. AT 42" <br /> Boring # <br /> 1 —6 .5YR 3/2 ONE sl 2MSSk nvfr Is 2f 0.5 0.6 <br /> 2 —19 10YR 5/4 90NE ls asg al Si s if 0.7 0.8 <br /> 3 9-72 10YR 4/3 IONE Is asg R1 -- 0 0.7 0.8 <br /> Ground <br /> elev. <br /> 92.8 ft. <br /> Depth to <br /> limiting <br /> factor <br /> 72 r <br /> ., <br /> Remarks: SYSTEM EL. AT 20" ' <br /> CST Name:—Please Print KEN STRABEL Phone: (715) 349-2990 <br /> Address: 7735 AIRPORT ROAD WEBSTER, WI 54893 kstrabel@win.bright.net <br /> Signature: Date: 06-25-1996 CST Number:M03322 <br /> %Cc <br />