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• <br /> Wistainsln Department ofIndustry, SOIL AND SITE EVALUATION REPORT <br /> LatA,r and Human Relations Page of 2 <br /> Division of safety s Buildings <br /> in accord with ILHR 83.05, Wis.Adm. Code <br /> COUNTY <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,but DANE <br /> not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.# <br /> dimensioned,north arrow,and location and distance to nearest road. <br /> APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> Steve & Karen Johnson GOVT.LOT SE 1/4 NE 114,S 8 T 5 N,R 6 E(f��hN/// <br /> PROPERTY OWNERS MAILING ADDRESS LOT rr BLOCK# SUED.NAME OR CSM# <br /> 303 Golf View Drive NA I NA I NA <br /> CITY,STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE DOWN (NEAREST ROAD <br /> Mt. Horeb, WI. 53572 E08) 437-8972 Perry Hilltop Road <br /> [x] New Construction Use[x] Residential/Number of bedrooms 3 [ j Addition to existing building_ ` <br /> [ ] Replacement [ ] Public or commercial desaibe <br /> Code derived daily flow 450 gpd Recommended design loading rate .4 bed, 2 2 <br /> as ,9P� .5 trench,gpd/ft <br /> Atido(d area a required 1125 bed,ft2 900 trench,ft2 Maximum design loading rate .5 bed,gpd/ft2 .6 trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) Orig Grd 101.0 ft (as referred to site plan benchmark) <br /> Additional design I site considerations chisel plow <br /> Parent material loess over l S residuum Flood plain elevation,if applicable N.A. ft <br /> S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable for system I ❑S ®U I ®S ❑U I ❑S IXJ U I ❑S ®U I ❑S (1U I ❑S ®U <br /> SOIL DESCRIPTION REPORT <br /> Boring # Horizon Depth Dominant Color Mottles GPD/ft <br /> in. Munsell Qu.Sz Cant Cdor Texture Structure Consistence Boundary Roots z <br /> :, z. . Gr. Sz. Sh. Bed Trt <br /> 1 1 0-8 10YR3/2 none sil 2 f sbk mfr cs 2f .5 .6 <br /> &WA 2 8-15 10YR3/3 none <br /> sicl 2 m sbk mfi ds 1c .4 .5 <br /> Ground 3 15-26 10YR4/4 none cl 2 m sbk mfi cs - .5 <br /> elev. <br /> 97.2 ft. 4 26-28 >50% LS <br /> Depth to <br /> limiting , <br /> factor <br /> 26 <br /> • <br /> Remarks: <br /> Boring# <br /> VW' 1 0-8 10YR2/2 none sil 2 f sbk mfr cs 2f .5 .6 <br /> WA 2 r 2 8-17 1OYR3/3 none sicl 2 f sbk mfi <br /> Sarkg ds 1c .4 5 <br /> 3 17-24 10YR4/4 none cl 2 m sbk mfi , cs - .4 .5 <br /> Ground - <br /> elev. 4 24-27 >50% LS <br /> 100.Qt <br /> Depth to <br /> limiting <br /> factor <br /> 24 <br /> Remarks: <br /> CST Name:--Please Print Robert A_ .Johnson Phone: <br /> (601) 437-5324 <br /> Address: 3523 . • G" B e Mounds, Wisc. 53517 <br /> Signature: . —=4-4 Date: CST Number <br /> Apr. 18, 1996 2248 <br />