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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 Coady $URNETT <br /> include,but not 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 t.D.• <br /> 4518 9200 01 80 <br /> APPLICANT INFORMATION-Pisses print all information. Reviewed by Data <br /> Personal information you proves ffay be used for secondary pup (Privacy Law,s.15.04(1)(m)). <br /> Property Owner Property Location <br /> l9 <br /> DAVID GUTTING Govt.Lot NW1/4 SE 1/4'S 34 T 39 NR 16 %(mow <br /> Property Owners Marling Address <br /> BOX 4L wiff1f'iILL ACRES <br /> City 13 State Zip Code Phone Number ❑ City ❑ mime ® Tom Nearest Road <br /> BELDENVILLE WII 540031(715 )273-5142 1 HEENON WEVIEW P.D. <br /> ®New Construction Use: ®Resklential/Number of bedrooms 2 Addition to existing building <br /> ❑Replacement ❑Public or commercial-Describe: N/A <br /> Code derived daily flow 300 gpd Recommended design loading rate 0.7 bed, 0.8 <br /> Absorption area required 429 bed.n2 375 trench,n2 0.7 9P 0.8 tre�h,gP <br /> Maximum design loading rate bed.gpddt2 trench,WxYl? <br /> Recommended infiltration surface elevation(s) 93.0 it(as referred to site plan benchmark) <br /> Additional design/site considerations CONVENTIONAL BED — 12' % 36' <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 FII Holding Tank <br /> U = Unsuitable for system E�S ❑ U 13S 0 U RS 0 u I FIS ❑ u ❑S 9JU ❑s [1U <br /> SOIL DESCRIPTION REPORT <br /> Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary GPD/Itz <br /> in. Munsell Qu.Sz.Cont.Color Gr.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 Ong ml as if 0.7 : 0.8 <br /> Ground 3 20-8q 10YR 4/3 NONE is Ong ml --- 0 0.7 0.8 <br /> elev. <br /> 96.1(t. ; <br /> Depth to <br /> limiting <br /> fa <br /> >89 in. <br /> Remarks: SYSTEM EL. AT 37" <br /> Boring# <br /> 1 0-6 7.5YR 3/2 NONE sl 2msbk mvfr as 2f 0.5 ' 0.6 <br /> 2 2 6-21 10TR 5/4 NONE is Ong ml as if 0.7 0.8 <br /> 3 21-7 10YR 4/3 NONE is Ong ml --- 0 0.7 0.8 <br /> Ground <br /> 991. s <br /> G <br /> Depth to <br /> limiting <br /> %r.n. <br /> Remarks: SYSTEM EL. AT 29" <br /> CST Name (Please Print) Signature Telephone No. <br /> KEN STRABEL 715 349-2990 <br /> Address 7735 AIRPORT ROAD WEBSTER, WI 54893 -28-1999 CSTNumber 224181 <br />