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Wisconsin Department of Commerce SOIL AND SITE EVALUATION Pagel 1 -of 3 <br /> Division of Safety and Buildings in accord with Comm 83.05,W is.Adm.Code <br /> Altach complete site plan on paper not kiss than 8%x 11 inches in size. Plan must County <br /> include,but not limited to:vertical and horim W reference point(BIM),direction and Burdett <br /> percent slope,sole or dimernsions,north arrow,and location and distance to nearest road. Parcel I.D.# <br /> APPLICANT INFORMATION- Please print all infomlation. 036-4423-05 100 <br /> Personal information you provide may be used for secondary purposes(Privacy law.s-15.04(1)(m)1. Reviewed Byfl t% Date /fie/9t? <br /> Property Owner Property Location (�ji� <br /> Todd,RObtrt GovL Lot 5 114 1/4 S 23 T 40 N,R 17 W <br /> Property Owners Mailing Address Lot# Block# Subd.Name or CSM# <br /> 1485 Sunshine St I na CSM Vol I Pg 112 <br /> City State Zip Code PhoneNumber (]City ❑Village MTown Nearest Road <br /> Saint Croix Falls WI 54024 715-483-3241 Union Grover Pt Rd <br /> ❑ New Construction Use: ❑ Residential/Number of bedrooms 2 [-]Addition to existing buiktingna <br /> ❑ Replacement ❑ Public or commercial describe <br /> Code Derived daily flow 300 gpd Recommended design loading rate •7 bed,gpolft= .8 trench,gpd/ft2 <br /> Absorption area required 429 bed,11112 375 trench,ft' Maximum design loading rate .7 bed,gpd/R2 .8 trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) 101.05 ft(as referred to site plan benchmark) <br /> Additional design 1 site considerations-Pressure mound area 62 x 42 <br /> Parent material outwash Flood Iain elevation,'rf applicable na ft <br /> S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank <br /> U=Unsuitable for system ❑S ® U R S ❑ U ❑ S ® U ❑ S ® U ❑ S ® U ❑ S X U <br /> SOIL DESCRIPTION REPORT <br /> Depth Dominant Color Mottles Structure GPD/112 <br /> Boring# Horizon in. Munsell Qu.Sz.Cont.Color Texture Gr.Sz.Sh. Consisten Boundary Roots Bed Trench <br /> 1 1 0-7 10YR 2/2 none Is 0 sg m 1 a w 2 f .7 .8 <br /> 2 7-21 10YR 3/3 none s 0 sg on 1 a w 2 m .7 .8 <br /> Ground 3 21-51 7.5YR 4/4 none s 0 sg m 1 g i 2 co .7 .8 <br /> elev — <br /> 100.00 ft 4 51-59 7.5YR 4/4 c2d 7.5YR 6/8 s 0 sg to 1 -- -- .7 .8 <br /> Depthto <br /> limiting <br /> factor -51, <br /> Remarks: <br /> Remarks: - - - <br /> 2 1 0-5 1 OYR 2/2 none s 0 sg m 1 a w 2 f .7 .8 <br /> 2 5-23 l OYR 3/3 none s 0 sg m l g i 2 co .7 .8 <br /> Ground 3 23-38 7.5YR 4/4 none s 0 sg m 1 g i 2 co .7 .8 <br /> elov - <br /> 99.95 ft 4 38-56 7.5YR 4/4 c2d 7.5YR 6/8 s 0 sg m 1 __ __ 7 8 <br /> Depth to _ <br /> limiting <br /> factor <br /> 38" <br /> Remarks:— - <br /> CST Name(Please Print) SignaturK L <br /> Telephone No. <br /> Joan E Daniels715-349-5533 <br /> Address PO Box 316,Siren,WI 54872 Date CST Number Ref# <br /> 4/14/98 3431 113 <br />