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Wisconsin 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 <br /> PAGE 1 OF 3 <br /> Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County <br /> include,but not limited to: vertical and horizontal reference point(BM),direction and BURNETT <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.# <br /> 020-9140-02 000 <br /> APPLICANT INFORMATION- Please print all information. Reviewed by Date / G <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 7 — / <br /> Property Owner Property Location <br /> COLLEEN BROWN Govt.Lot NW/4 NW/4,S 8 T 40N,R 16 W00 W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 9652 COUNTY RD. F L T 2 IST ADD PARDUN'S RIVER PINES <br /> City State Zip Code Phone Number ❑ City ❑ Village Q Town Nearest Road <br /> DANBURY I WI 548301 ( 715) 656-32871 OAKLAND E. YELLOW RIVER <br /> New Construction Use: gResidential/Number of bedrooms 2 Addition to existing building <br /> ❑ Replacement ❑Public or commercial-Describe: N/A <br /> Code derived daily flow 30611 gpd Recommended design loading rate_0 7 bed,gpd/ft2_Z,_&_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) 90 5 ft(as referred to site plan benchmark) <br /> Additional design/site considerations CONVENTIONAL BED — 12' X 36' <br /> Parent material GLACIAL DRIFT Flood plain elevation,if applicable N/n ft <br /> S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank <br /> U unsuitable for system Ells ❑ U EIGs ❑ U ®S ❑ U 12 S ❑ U ❑S ® U ❑ S <br /> SOIL DESCRIPTION REPORT <br /> Boris # Horizon Depth Dominant Color Mottles Structure GPD/ft2 <br /> Boring Texture Consistence Boundary Roots <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed , Trench <br /> 1 1 0-6 7.5YR 3/2 NONE al 2msbk mvfr as 2f 0.5' 0.6 <br /> 2 6-20 10YR 5/4 NONE is 0sg ml as if 0.7, 0.8 <br /> Ground 3 20-8q 10YR 4/3 NONE is 0sg ml --- 0 0.7, 0.8 <br /> elev. <br /> 94.0t. <br /> Depth to <br /> limiting <br /> factor <br /> >80 in. <br /> Remarks: SYSTEM EL. AT 42" <br /> Boring# <br /> 1 0-6 7.5YR 3/2 NONE al 2msbk mvfras 2f <br /> 2 2 6-18 10YR 5/4 NONE is 0sQ ml as if <br /> "'' '.....m 3 18-74 10YR 4/3 NONE is Ogg ml <br /> Ground 1 <br /> I , <br /> Depth to <br /> limiting <br /> > or in. Remarks: SYSTEM EL. AT 35" <br /> CST Name (Please Print) Sign atur Telephone No. <br /> KEN STRABEL <br /> Address Date ST Number <br /> 7735 AIRPORT ROAD WEBSTER, WI 54893 07-12-1999 224181 <br />