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Wis <br /> of <br /> LaborandHu an Rel tions Industry, SOIL AND SITE EVALUATION REPORT Page Labor and Human Relations g Of <br /> Division of safety a Buildings in accord with ILHR 83.05,Wis.Adm. Code PAGE 1 OF 3 <br /> 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. Q/ - 35'd`�--76L� <br /> APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION REVIEWED Y DATE <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> TED McGOWN GOVT.LOT S 1/4,S 35 T 38 N,R 15 (or)W <br /> P91RT8WNObE LIj% RESS LOT# BCSM <br /> CSm J. I P. ISS <br /> CITY,STATE ZIP CODE PHONE NUMBER ❑CITY VILLAGE ffrOWN NEAREST ROAD <br /> W. ST. PAUL, MN 55118 012 )455-9765 L7L FOLLETTE JOHNSON RD. <br /> [S] New Construction Use 1 ] Residential/Number of bedrooms 2 [ J Addition to existing building <br /> [ ] 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 37 5 trench,ft2 Maximum design loading rate 0.7 bed,gpd/ft2 0.8 trench,gpd/ft2 <br /> Recommended infiltration surface elevatio`•nfs�.•3 — ft las rgerred to site plan benchmark) <br /> Additional design/site considerations OO E 3 r <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 for s stem R7 S ❑U �7 S ❑U E7 S ❑U US ❑U ❑S 3O U ❑S IC U <br /> SOIL DESCRIPTION REPORT <br /> Depth Dominant Color Mottles Structure GPD/ft <br /> Boring# Horizon Texture Consistence Bourxi3ry Roots <br /> in. Munsell Qu.Sz.Cont Color Gr. Sz. Sh. Bed Trench <br /> Lt.,' .m:.W Vic.: <br /> ro.1 a 1 -6 7.5YR 3/2 NONB al 2mebk mvfr as 2f 0.5 0.6 <br /> 2 -20 LOYR 5/4 NONE In Ong 011 as if 0.7 0.8 <br /> Ground 3 0-78 LOYR 4/3 NONE is Osg Ini as 0 0.7 0.8 <br /> elev. <br /> 97.8 ft. 4 8-84 OYR 4/4 c2d 5YR 5/8 81 lmsbk afr --- 0 --- <br /> Depth to <br /> limiting <br /> factor g <br /> 78" qt <br /> Remarks: SYSTEM EL. AT 42" <br /> Boring At 1 -6 .5YR 3/2 NONE sl <br /> 2 -19 OTR 5/4 NONE is <br /> 3 9-79 OYR 4/3 NONE is <br /> Ground <br /> 9'7": <br /> P��e� 8 ft. 4 9-83 OYR 4/4 c2d 5YR 5/8 sl <br /> Depth to <br /> limiting <br /> ���tor <br /> Remarks: HAND AUGERED BORING. SYSTEM EL. AT 42" <br /> CST Name:—Please Print REN STRABEL Phone: (715) 349-2990 <br /> Address: 7735 AIRPORT ROAD WEBSTER, WI 54893 <br /> Signature: Date: X1-13-1995 CSTNumber:M03322 <br /> ¢ o,4- - l <br />