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` Paul A. Hardy , C$T «714133 , <br /> P. 02 t <br /> • <br /> W, nsinDepartmentofIndustry, I SOIL AND SITE EVALUATION REPORT 1 3 <br /> Lebo Ind Human Relations Page <br /> Oivlsfa I or salary&Buildings In accord with ILHR 93.05,Wis. Adm. Code • <br /> COUNTY <br /> Attach complete site plan on paper npt less than 8 12 x 11 inches in size.Plan must include,but _ Pane <br /> limited to vertical and horizontal reference point(113M),direction and%of slope,scale or PARCEL-I.Q.# <br /> dimensioned, north arrow,and tocati6n and distance to nearest road. 4.0711.0744740 <br /> APPLICANT INFORMATION-PLt=ASE PRINT ALL INFORMATION REVIEWED BY DATE <br /> PROPERTY OWNER: I — PROPERTY LOCATION N <br /> Bob&Debbie Rice , GOVT.LOT NW 1/4 SE 114,S 7 T 7 ,N,R 11 E(or)W l <br /> PROPERTY OWNER'S MAILING ADORES LOT_ I OT a BLOCK I SM.NAME OR GSM# —" <br /> 44_1 Cheryl Street ; <br /> CITY,STATE ZIP CODE PHONE NUMBER —QCITY DVILLAGE QfOWN NEAREST ROAD <br /> Cottage Grove,Wisconsin 53527 (60$4839-4863 Cottage Grove 4292 Vilas Hope Road <br /> [xJ New Construction Use [ i Residential/Numper of bedrooms 4 [ ] Addition to existing building <br /> [ ] Replacement [ ] Public or commercial describe _ <br /> Code derived daily flow, 600 gpd! Recommended design loading rate 0.5 bed,gpd/ft2 0.6 trench,gpd/ft2 <br /> Absorption area required 500 beef,ft2 500 trench,fit Maximum design loading rate 0.5 bed /fit 0.6 2 <br /> Recommended infiltration surface elevations}- glr a±1.0' —.trench,gpdm <br /> ft (as referred to site plan benchmark) <br /> Additional design/site considerations <br /> Parent material Loess Flood plain elevation,if applicable__ N/A___:_ -tt — <br /> S a Suitable for system CONVE ZONAL MOUND IN•t3ROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK <br /> U.Unsuitable tot system 0 S WU ®S D U OS ®U QS igJ U QS DU QS DU <br /> _ SOIL DESCRIPTION REPORT <br /> Boring# Horizon Depth Domin#nt Color Mottles Structure --' <br /> pay in. Munsell Qty.Sz.Cont.Color Texture Gr. Sz. e Consistence may Roots GPDItt <br /> ____._ Red T1ert�t <br /> 11 -_A 0-6 10YR3/2 —- <br /> .._ non,___ sit 3far mvtC.,, cs -e 0.5 0.6 <br /> B1 6 18 _1OYR4/3 none sit 2fsbk-- mvfr gs 2vf-c 0.5 -0.6 <br /> Ground 82 18-27 10YR4/4 • -- none -- — - _.- <br /> elev. —-- - —_—. _� sid —_2fsbk mfr cs 2vf 0.4 0.5 <br /> 99.0 ft. B3 27-36 10YR4/4 ����� <br /> cmd10YR5/6 slot lmsbk • mfI 1vf 0.2 0.3 <br /> Depth to — <br /> limiting —— — I - �_ --- -- <br /> i <br /> Factor . ._._ <br /> 2L^ — — - -- ---- .__ti. — — <br /> riemarks: _ _._-_ _i_ _ . --- <br /> Boring # , — — - --- <br /> , #� ,, A 0-11 101�R3/2 none sit <br /> « ---11 I 3fgr mvfr ^cs_ 2vf-c 0.5 0.6 . <br /> B1 11-18 10YR4/3 r none sit 2fsbk mvfr gs 2vf-c 0.5 0.8 <br /> 82 18-84 10YR4/4 none ski 2fsbk - mfr _.._cs --2vf-c 0.4 0.5 <br /> Ground - --- <br /> elev. 83 34-50 . 10Y144/4 cmd10YRS/6 . sid ' <br /> 100.5tt. lmsbk— mfi- lvf <br /> 0.2 ' 0.3 <br /> Depth to ---- --- — - -- <br /> limiting — <br /> factor ____--__—_ <br /> 34•, --- -- <br /> --- — — <br /> • Remarks: ' �— <br /> CST Name—Please Print -- --- <br /> Paul A.H2►r�ly Phone: <br /> Address <br /> _ 608-271-4133 <br /> 2927 Csmudsen Road,Madison,Wisconsin 53711 _-- _----- - <br /> JiQnRture' <br /> .7 <br /> ---- 7-1 <br />