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(Msconsid Department of Commerce SOIL AND SITE EVALUATION <br /> Division of Safety and Buildings page_of <br /> Bureau of Integrated services in accordance with s. ILHR 83.09,Wis.Adm. Code PAGE 1 OF 3 <br /> Attach Complete site plan on paper not less than 81/2 x 11 inches in size. Plan must Count BURNETT <br /> include,but rat limited to: vertical and horizontal reference point(BM),direction and <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.A <br /> 032 5219 01 200 <br /> APPLICANT INFORMATION-Please print all information. Reviewed by Data <br /> +v <br /> Personal information you provide may be used for secondary purposes(Privacy Law.s.15.04(1)(m)). <br /> Properly Owner Property Location <br /> JIM SIRAN GovL Lot SW 1/4 NE 1/4,S 19 T 41 N.R 15 it(or)w <br /> Property42 AUT Ues IR SAVE. # elocc# subs. or <br /> CSM V. 12 P. 170 <br /> city State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road <br /> IL 160513 (708 485-7458 1 SWISS E ABOR LAKE DRIVE <br /> ❑ New Construction Use: Ej Residential/Number of bedrooms 2 Addition to existing building <br /> n <br /> W Replacement ❑Public or commercial-Describe: N/A <br /> Code derived daily flow 300 gpd Recommended design loading rate-9.7 bed,gpd*0.8 trench.gpd* <br /> Absorption area required 429 bad ft2 375 trench,If Maximum design loading rate 0.7 bed gpd* 0.8 trend) gpdIltz <br /> Recommended infiltration surface elevations) 90.0 ft(as referred to site pian benahrriark) <br /> Additional design/site considerations CONVENTIONAL BED - 12' X 36F <br /> Parent material GLACIAL DRIFT flood plain elevation,if applicable N/A ft <br /> S = Suitable for system Conventions] Mom In-Ground Pressure AT-Grade System in Rti Holding Tank <br /> U = Unsuitable for systeml Is ❑ U 13 s ❑ u ®s ❑ u ®s ❑ u s CX U <br /> SOIL DESCRIPTION REPORT <br /> Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color Texture Sz.Sh. Bed ,Trench <br /> 1 1 —6 7.5YR 3/2 NONE sl 2msbk mvfr as 2f 0.5 0.6 <br /> 2 —20 10YR 5/4 NONE is Ogg ml as if 0.7 0.8 <br /> Ground 3 0-81 10YR 4/3 NONE is Ogg ml --- 0 0.7 ' 0.8 <br /> elev. <br /> 94.Oft. ; <br /> Depth to <br /> limiting <br /> factor <br /> >84 in. <br /> Remarks: SYSTEM EL. AT 48" <br /> Boring# <br /> 1 0-6 7.5YR 3/2 NONE sl 2msbk mvfr as 2f 0.5 0.6 <br /> El <br /> 2 6-20 10YR 5/4 NONE is Ogg ml as if 0.7 0.8 <br /> 3 20-7 10YR 4/3 NONE is Ogg ml --- 0 0.7 0.8 <br /> Ground <br /> elev. <br /> 92.5ft. <br /> Depth to 1,00 <br /> limiting <br /> Mr n. Remarks: SYSTEM EL. AT 30^ <br /> CST Name (Please Print) Sfgnatu Telephone No. <br /> KEN STRABEL 715 349-2990 <br /> Address 7735 AIRPORT ROAD WEBSTERr WI 54893 'ft-26-1998 CSTNumber M03322 <br />