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Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Pae of <br /> Labor and Human Relations g <br /> Division of Safety&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.If <br /> dimensioned, north arrow,and location and distance to nearest road. <br /> APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION REVIEWED BY DATE <br /> F 11 451 <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> PAT O'BRIEN GOVT.LOT SW 1/4 BE 1/4,S 36 T 41 N,R 17 74(or)W <br /> PROPEATLOWNEFL:SI,EAILINGADDREly. .LOT BLOCK# SUBD-NAME kW'AMCRES <br /> CITY,STATE 64TH AVE ZIP CODE PHONE NUMBER CITY VILLAGE OWN BEAR NEAREST ROAD <br /> MAPLE GROVE, MN 55311 §12 )559-1924 9ISS (W) BLACK BEAR TR. <br /> pC] New Construction Use)IC] Residential/Number of bedrooms PRIVY ( ] Addition to existing building <br /> j ] Replacement J Public or commercial describe N/A <br /> Code derived daily Flow 0 gpd Recommended design loading rate 0.7 bed,gpd/n2 0.8 trench,gpd/n2 <br /> Absorption area required 0 bed,n2 0 trench,n2 MaAmum design loading rate 0.7 bed,giod/0 0.8 trench,gpd/n2 <br /> Recommended infiltration surface elevations) 93.0 ft (as referred to site plan benchmark) <br /> Additional design/site considerations PRIVY-36" DEEF <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 KIS ❑U K7 S ❑U us ❑U $7 S 1 U ❑S X7 U ❑S XO 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 Trends <br /> >n: 1 —6 .5YR 3/2 NONE 01 2msbk fr as 2f 0.5 0.6 <br /> h 1 <br /> 2 —19 10YR 5/4 NONE 1s Ogg al as if 0.7 0.8 <br /> Ground 3 9-72 10TR 4/3 NONE Is Dag W1 --- 0 0.7 0.8 <br /> elev. <br /> 96.0 ft. <br /> Depth to <br /> limiting <br /> factor <br /> >72e <br /> Remarks: SYSTEM EL. AT 36" <br /> 1 . <br /> Boring # <br /> Ground <br /> elev. <br /> n. <br /> Depth to <br /> limiting <br /> factor <br /> Remarks: <br /> T Name:—Please Print KEN STRABEL Phone: (715) 349-2990 <br /> Address: 7735 AIRPORT ROAD WEBSTER, WI 54893 <br /> Signature: Date: 11-08-1995 CSTNumber:M03322 <br />