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""`wisconsinoeparvnentofIndustry, SOIL AND SITE EVALUATION REPORT Page_of_ <br /> ✓" Labor and Human Relations PA I OF <br /> Divisiort of Safety 8 Buildings in accord with ILHR 83.05,Wis. Adm. Code COUNTY <br /> Attach complete site plan on paper not less than 81/2 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. 018 3334 05 400 <br /> APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION IREVIEWEDBv 1 (94- DTE `� <br /> PROPERTY OWNER: PROPERTY LOCATION l /t < <br /> RICHARD BIGNELL GOVT.LOT SE 1/419111 1/4,S 34 T 39 N,R 16 lt(or)W <br /> PROP RTL OWBNIEGSMA�NG ADDRESS LOT# BLOCK# SUSD.NAME OR CSM# <br /> CITY,,STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE OWN NEAREST ROAD <br /> PIPIN, WI 54759 (715 647-2003 MEENON STATE ROAD 70 <br /> It] New Construction Use ] Residential/Number of bedrooms 3 [ ] Addition to existing building <br /> I ] Replacement [ J Public or commercial describe N/A <br /> Code derived daily flow 450 gpd Recommended design loading rate 0.7 bed,gpd/ft2 0.8 trench,gpd/ft2 <br /> Absorption area required 643 bed,ft2 563 trench,ft2 Maximum design loading rate 0.7 bed,gpd/ft2 0.8 trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) 92.ONAL BED — %as r54 ed to site plan benchmark) <br /> Additional design/site considerations 00 <br /> NVENT <br /> Parent material GLACIAL DRIFT Flood plain elevation,if applicable N/A It <br /> S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable fors stem Z7 S 1:1U 7❑S ❑U XIS ❑U 7�]S ❑U ❑S �]U ❑S 7�U <br /> SOIL DESCRIPTION REPORT <br /> Depth Dominant Color Mottles Texture Structure Consistence Barxiary Roots GPD/ft <br /> Boring# Horizon in. Munsell Qu.Sz.Cont Color Gr. Sz. Sh. Bed Trerxit <br /> k..w.4< <br /> -6 .SYR 3/2 ONE sl msbk fr as 2f 0.5 0. <br /> 2 —20 0YR 5/4 ONE is s as if 0.7 0.8 <br /> Ground 3 0-73 OYR 4/3 ONE la sg --- 0 0.7 0.8 <br /> elev. <br /> 95.0 ft. <br /> Depth to <br /> limiting <br /> factor <br /> Remarks: SYSTEM EL• AT 36" <br /> Boring# 1 -6 .SYR 3/2 ONE sl msbk fr s 2f 0.5 0.6 <br /> 2 2 —20 OYR 5/4 IIII10NE s ag IIal Ian if 0.7 :0.8 <br /> '' vn}:NAYiIXI <br /> 3 0-74 10TR 4/3 ONE is IlillegIlal -- 0 0.7 0.8 <br /> Ground <br /> elev. <br /> 94.9 ft <br /> Depth to <br /> limiting <br /> factor <br /> >74^ <br /> Remarks: SYSTEM EL. AT 35" <br /> CSTName:—Please Print KEN STRABEL Phone: (715) 349-2990 <br /> Address: 7735 AIRPORT ROAD WEBSTER, WI 54893 kstrabel@rain.bright.net <br /> Signature: Date: 05-30-1997 CSTNumber:31403322 <br />