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nt of <br /> Wisconsin an elationdustry, 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 <br /> PAGE 1 OF -1 <br /> COUNTY <br /> Attach complete site plan on paper not less than 8 1/2 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 /> PROPERTY OWNER: PROPERTY LOCATION <br /> DICK HOLMGREN GOVT.LOTSW1/4 NE 1/4,S 7 T 40 N R 16 It(or)W <br /> PHOP19 CRESTVIEW XANE OWNER'S MAILING ADDRESS LOT 8 PAR UN�NAME <br /> ER PINES <br /> CITY,STAT E ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE NEAREST ROAD <br /> SHOREVIEW, MN 55126 (612 483-9847 OAKLAND E YELLOW R. RD. <br /> PEI New Construction Use:X ] Residential/Number of bedrooms PRIVY [ ] Addition to existing building <br /> [ ] Replacement [ ] Public or commercial describe N/A <br /> Code derived daily flow 0 gpd Recommended design loading rate 0.7 bed,gpd/ 0.8 trench,gpd/ft2 <br /> Absorption area required 0 bed,ft2 0 trench,ft2 Maximum design loading rate 0.7 bed,gpi:JM2 0.8 trench,gpd/ft2 <br /> Recommended infiltration surface elevation s 92.17 ft (as referred to site plan benchmark) <br /> Additional design/site considerations IS L BORING FOR PRIVY <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 1 HOLDING TANK <br /> U=Unsuitable for s stem 1:1 S ❑U X1 S ❑U I )C1 S ❑U I 1C7 S ❑U IDS X❑U ❑S XMI, <br /> SOIL DESCRIPTION REPORT <br /> Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD/ft <br /> in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Consistence Boundary Roots <br /> �Gx-"m <br /> ;>::«.; Bed Twich <br /> .SYR 3/2 MORE sl 2msbk mvfr as2f 0.5 0.6 <br /> 2 —36 LOYR 5/4 NONE <br /> Is In 1 as if 7 8 <br /> Ground 3 6-82 OYR 4/3 NONE issg n1 --- <br /> elev. 0 0.7 0.8 <br /> 9A'A ft. <br /> Depth to <br /> limiting <br /> factor <br /> >22 <br /> Remarks: SYSTEM EL. AT 46" <br /> Boring# <br /> ro.k:z <br /> Ground <br /> elev. <br /> ft. <br /> Depth to <br /> limiting <br /> factor <br /> Remarks: <br /> CST Name:—Please Print REN STRABEL Phone: (715) 349-2990 <br /> Address: 7735 AIRPORT ROAD WEBSTER, WI 54893 kstrabel@win.bright.net <br /> Signature: Date: 07-18-1996 CSTNumber: <br /> M03322 <br />