Laserfiche WebLink
ti <br /> v lisconsin Deparknent 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 then 8 1/2 x 11 inches in size. Plan must County <br /> include,but not limited to: vertical and horizontal reference point(BM),direction and 13URNETT <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest roar!. Parcel I.D.i <br /> 012-9375-02 <br /> APPLICANT INFORMATION- Please print all information. Reviewed byJ� D®le <br /> Personal mformation you provide may be used for seco dary purposes(Privacy Law,a.1&04(1)(m)). ! I 1- 4, _/pZ <br /> Property Owner Property <br /> ROBERT SUMMC��BY q� GovL Lot W 1/4 NW 1/4.S 15 T 40 N R 15 T (oo W <br /> PWA LINCOl1 ST. HE *L0 �*"rfiorADD TO VOY. VIL. <br /> City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road <br /> HINNEAPOLIS1 MN 155418 (612 )/89-0093 1 JACKSON WK'S NEST DR. <br /> ®New Constriction Use: ®Residential/Number of bedrooms 2_Addition to existing building <br /> ❑ Replacement ❑Public or commercial-Describe: N/A <br /> Cade derived daily flow 300 gpd Recommended design ung rate 0.7 bed,qXVI2 0.8 trench.gpdV <br /> Absorption area required_42 9 t>ed ft2 37 5trench ft2 Maximum design badng rate 0 7 bed,gpd* Wench.gpd* <br /> Recommended infiftration surface elevation(s) * ft(as referred to site plan benchmark) <br /> Additional design/site considerations COWWR IWAL BED - 12' % 36' <br /> Parent material GLACIAL DRIFT Flood PlEdn elevation Happicable N/A ft <br /> S = Suitable for system I <br /> COnventionel Mound In-Ground Pressure I AT-Grade System in Fill Hddag Tank <br /> U = Unsuitable for system I [25S ou I S ❑ u FJ S ❑ U F]S ❑ u ❑s t7 u ❑s nu <br /> SOIL DESCRIPTION REPORT <br /> Boring# Horizon Depth tbrminaM Color Mottles Texture Structure Consistermce Boundary RodsrB03d , <br /> in. Munsell Qu.Sz.Cont Color Gr.Sz.Sh.11 -6 7.5YR 3/2 NONE sl 2msbk zrvfr as 2f 2 -20 10YR 5/4 NONE is 0sg ml as 1f Ground 3 0-8 10YR 4/3 NONE is 0sg ml --- 0 . . <br /> 95h._SfL <br /> 9y5 <br /> Depth to <br /> limiting <br /> r <br /> in. <br /> SYSTEM EL. AT 48" <br /> Remarks: <br /> Boring# <br /> 1 -6 7.5YR 3/2 NONE al 2msbk mvfr as 2f 0.5 ' 0.6 <br /> 2 2 -21 10YR 5/4 NONE is 0sg ml as 1f 0.7 ' 0.8 <br /> 3 21-8j 10YR 4/3 NONE la 0sg ml --- 0 0.7 . 0.8 <br /> �Glround <br /> 9 IV--Oft. <br /> Depth to <br /> limiting <br /> Mr. <br /> Remarks: SYSTEM EL. AT 42" <br /> CST Name (Please Print) i S' Telephone No. <br /> KEN STRABEL _ �� (715) 349-2990 <br /> Address 7735 AIRPORT ROAD WEBSTER, WI 54893 %1-20-1998 CST Number M03322 <br />