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Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 Of 2 <br /> Division of Safety and Buildings in accord with Comm 83.05,Wis.Adm.Code <br /> Attach complete site plan on paper not less than 8%x 11 inches in sae. Plan must <br /> include,but not limited to:vertical and hatim l reference point(BW,direction and County <br /> Percent slope,scale or cl nkmsions,north arrow,and location and distance to nearest road. Burnett <br /> Parcel I.D.# <br /> APPLICANT INFORMATION- Please 014-2205-03 110 <br /> print all Info►►nation. <br /> Personal information you provide may be used for secaWary purposes(Privacy taw,s.15.04(1)(m)) Reviewed By r"� Da/V,n D <br /> � <br /> Property Owner Properly Location p � <br /> Truesdill,_Ronald GovL Lot 2 1/4 1/4 s 5 T 38 N,R 15 w <br /> Property Ownel's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 8ISquntyRd F 1 I nil CSMy 16 P 92 <br /> City state Zip Code PhoneNumber City ❑Village ®Town Nearest Road <br /> River Falls W1 54022 715425-0263 LaFollette I Anchor Inn Rd <br /> ❑New Construction Use: ❑ Residential/Number of bedrooms 3 [—]Addition to existing building <br /> Replacement ❑ Public or commercial describe <br /> Code Derived daily flow 450 gpd Recommended design loading rate •7 bed,gpd/fF •8 trench,gpdKF <br /> Absorption area required 643 bed,fN 562 trench,ft2 Maximum design loading rate .7 bed,gpd/ftz .8 trench,gpI <br /> Recommended infiltration surface elevabon(s) System area 97.50 Ah area 95. It(as referred to site plan benchmark) <br /> Additional design/site considerationSConventional system with lift pump - <br /> Parent material glacial till Flood Iain elevation,if applicable na It <br /> S--Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank <br /> U=Unsuitable for system Ms F] u ® S ❑u M S u I ® S 1 u ❑ s u ❑ s N u <br /> SOL DESCRIPTION REPORT <br /> Depth Dominant Color Mottles Structure GPD/fF <br /> g Horizon Texture Consistence Boundary Roots — <br /> g# m. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed-64 <br /> � Trench <br /> )l 1 0-5 10YR 3/2 none s 0 sg m 1 a s 3 of .7 .8 <br /> 2 5-28 7.1YR 4/4 none IS 0 sg m 1 g s 2 m .7 .8 <br /> Ground <br /> elev 3 28-42 SYR 3/4 none s cl 2 m bk mfr g s -- .4 .5 <br /> 98.75 It 4 42-80 5YR 4/4 none s 0 sg m 1 - - .7 .8 <br /> Depth to <br /> limiting <br /> factor <br /> >85' -- --- - — —� <br /> — Remarks: <br /> 2� 1 0-4 10YR 3/4 none s <br /> 2 4-30 7.5YR 4/4 none s 411 <br /> Ground 3 30-95 7.5YR 4/6 none s ,g <br /> elev -- <br /> 99.80 It N S <br /> Depth to ' <br /> finnifing <br /> factor <br /> >95' — <br /> Remarks: Hand sugered boring,sandar soils <br /> CST Name(Please Print) Signature: Telephone No. <br /> Joan E Daniels 715-349-5533 <br /> Address PO Box 316,Siren,W1 54872 Date CST Number Ref# <br /> 8/20/98 3431 119 <br />