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WiisconsinDepartment ofIndustry, SOIL AND SITE EVALUATION REPORT Page_of_ <br /> Labor and Human Relations <br /> Division of safety&Buildings in accord with ILHR 83.05,Wis.Adm. Code PAGE I 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 BMWETT <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. <br /> APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION REVIEWED BY DATE <br /> 9—K <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> JOEL ANDERSON GOVT.LOT NW 1/4 NE 1/4,S33 T 40 ,N,R 16 It(or)W <br /> PROPERTYYOOWRNEEINdTILING ON DR ESS LOT# BLOCK# SUBD.NAME OR CSM# <br /> CITY, <br /> STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE ROWN NEAREST ROAD <br /> LONG LAKE, NN 55356 812 )475-1034 OAKLAND ISTONEGATE RD. <br /> pq New Construction Use K I Residential/Number of bedrooms 2 ) ] Addition to existing building <br /> I ) Replacement ( I Public or commercial describe N/A <br /> Code derived daily now 300 gpd Recommended design loading rate 0.7 bed,gpd/ft2 0.8 trench,gpd/ft2 <br /> Absorption area required 429 bed,ft2 375 trench,ft2 Maximum design loading rate 0.7 bed,gpd/ft2 0.8 trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s 93•0 ft (as referred to site plan benchmark) <br /> Additional design/site considerations COt ENTI NAL BED — B 36' <br /> Parent material GLACIAL DRIFT Flood plain elevation, if applicable N/A ft <br /> S=Suitable for system CONVENTIONAL I MOUND I IN-GROUND PRESSURE I AT-GRADE SYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable fors stem X1 S ❑U 1:1 S ❑U 30 S ❑U ]I❑S ❑U ❑S U ❑S 3E7 U <br /> SOIL DESCRIPTION REPORT <br /> Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary RootsPGPD/ft2 <br /> in. Munsell Cu.Sz.Cont Color Gr. Sz. Sh. Trench <br /> 1 —6 SYR 3/2 NONE el 2mabk fr as 2f 0.6 <br /> 2 —20 OYR 5 4 NONE is sGround 3 0-80 OYR 4/3 MORE la ag --- 0 0.8 <br /> elev. <br /> 96.0 it. <br /> Depth to <br /> limiting <br /> factor <br /> >se„ <br /> Remarks: SYSTEM EL. AT 36" <br /> Boring # <br /> 1 —6 7.5YR 3/2 NONE al <br /> 2 2 —22 LOYR 5/4 NONE la <br /> 3 2-75 LOYR 4/3 NONE In <br /> Ground <br /> P�ev <br /> 93.9 n. <br /> Depth to <br /> limiting <br /> factor <br /> >75" <br /> Remarks: RAND AUGERED BORING. SYSTEM EL. AT 35" <br /> CST Name:—Please Print KEN STRABEL Phone: (715) 349-2990 <br /> Address: 7735 AIRPORT ROAD WEBSTER, WI 54893 <br /> Signature: Date: 10-27-1995 CSTNumber:H03322 <br />