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Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page of <br /> Labor and Human Relations <br /> Division o6safety 8 Buildings in accord with ILHR 83.65,Wis.Adm. Code PAGE I OF <br /> COUNTY <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,but URNETT <br /> not limited to vertical and horizontal reference point IBM),direction and%of slope,scale or PARCEL I.D.If <br /> dimensioned, north arrow,and location and distance to nearest road. 018-3303-03 900 <br /> APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION REVIEWED BY ATE, <br /> /, <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> BOB MERRIAM GOVT.LOTNW 1/4NW 1/4,S3 T 39 N R 16 WE(or)W <br /> PROPERTY OWNERS MAILING ADDRESS LOT# BLOCK# I SUBD.NAME OR CSM# <br /> 1105 N. URBANDALE IN. LOT 31 SM If. 2 P. 54 <br /> CITY,STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE OWNNEAREST ROAD <br /> PLYMOUTH, MN 55447 (61Z 449-9358 MEENON OHN STONE RD. <br /> [ ] New Construction Use3F ] Residential/Number of bedrooms 3 [ ] Addition to existing building <br /> ] Replacement [ ] Public or commercial describe N/A <br /> Code derived daily flow 450 gpd Recommended design loading rate 1.2 bed,gpd/01.2 trench,gpd/ft2 <br /> Absorption area required 375 bed,ft2 375 trench,111:2 Maximum design loading rate 1.2 bed,gpd/ft2 1.2 trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) 108.6 ft (as referred to site plan benchmark) <br /> Additional design/site considerations MOUND WSAND-BELOW BED <br /> Parent material GLACIAL DRIFT Flood plain elevation,if applicable N/A ft <br /> S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable for system I ❑S r1 U 30S ❑U ❑S ]❑U ❑S 7C]U ❑S %❑U ❑S R❑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 Trench <br /> sa............'Fa>; 1 —6 7.5YR 3/2 ROME 81 Zmsbk vfr as 2f 0.5 0.6 <br /> � 1 <br /> ................. <br /> 2 —40 10YR 5/4 NONE 15 Dog 1111 as if 0.7 0.8 <br /> Ground 3 0-48 YR, 4/4 a2d SYR 5/8 01 msbk aft -- 0 0.4 0.5 <br /> elev. <br /> 12ii ft. <br /> Depth to <br /> limiting <br /> factor <br /> 40„ <br /> Remarks: <br /> Boring# <br /> 1 —6 .SYR 3/2 10NE 61 Zmsbk avfr s 2f 0.5 10.6 <br /> _&2 ff <br /> ,.........t« 2 —32 10YR 5/4 SIONE 18 3ag al s if 0.7 0.8 <br /> 3 2-42 SYR 4/4 2d SYR 5/8 01 2msbk aft -- 0 0.4 0.5 <br /> Ground <br /> AV.6ft. <br /> Depth to <br /> limiting <br /> factor <br /> 32" <br /> Remarks: <br /> CST N1.ame:—Please Print KEN STRABEL Phone: (715) 349-2990 <br /> Address: 7735 AIRPORT ROAD WEBSTER, WI 54893 ketrabel@win.bright.net <br /> Signature: Date: 08-01-1997 CST NumberM <br />