Laserfiche WebLink
Wisconsin Department of Safety and Professional Services �Y <br /> Division of Industry Services <br /> SOIL EVALUATION REPORT O Page_of_ <br /> in accordance with SPS 393,Vfs. Adm. Cade <br /> County (�u✓NC� <br /> Attach complete mieplandto:anpaper not hrizontl91/2x11 inches M),directiPlan must {� <br /> Percent but slope, limiter to:verticalons, ortharroy,refereand location <br /> point(BMtance direction are ParceIID.07-oda•)•va-/b-700 /S <br /> Percent slope,scaleor dimensions,noriharrow,antllocationand distance to nearest road. - 4dl. b17000 <br /> Please print all information. - Reviewed by Date <br /> carsowuaformauenvaun,ovlaa mnv be ossa mr newaaarvpvroosas lcrmaev faws_tsaa(nfm)L LQAlL PfAf7a/4) 60-3-/4' <br /> Property Omer ,/ Property Locallon ❑ <br /> /�t[-hav`d fre„rilc te„ Gom.Lot sE 114,#- 1/4 S AO T 5'O N R /6 10 <br /> E(or)W <br /> Property Owner's Mailing Address Lot Block Sued.Name or CSM# <br /> d 87,6 E. Y</lew R,ve r Rd. 7 CAPlUWTS ADD.7a V/ui oF: w <br /> City - Slate LIP Code Phone Number ity ❑tillage LX <br /> Town Nearest Road 7689 <br /> ws SYS30 (vlT)Sol• 4SYP O leti La P/a„fe (7r, <br /> ® New Construction Use(RResidential/Number ofbedroome A Code derived design floev rate 300 GPD <br /> Replacement rj Public or commerdal-Describe' <br /> Parent material t;/0 c/ f, Flood Plain elevation if applicable /✓—�4 ft <br /> General comments /<�. 9d.7 <br /> and recommendations: 5) d- <br /> Boring# 11 <br /> Boring <br /> © pit Ground surface elev. 91 f`,. Depth b0miting facmr 7 9Y in. <br /> SeilApplause Rate <br /> Hodson Depth Dominant Color Real Description Texture Staudure Consistence Boundary Roots GPDtlf <br /> in. Munsell I Du.Sz. Cont Color Gr.Ss.Sh. 'EIf#1 'Eff#2 <br /> / 0- w 7.syR 1/t /5 / rib/c ,,,, I c s , , .7 /.6 <br /> 4.34 7.JYR'//v -- /Fs at,rb/c ,S /.O <br /> S i. e <br /> E Boring# Q Boring <br /> © pit Groundsurfaceelev. 9S, 7 1, , Depthtofimidngfactor J 7y in. <br /> Soil Ami alion Rale <br /> Hodson Depth I Dominant Calor Redox Description Texture Structure Consistence Boundary Roots GPD/ff <br /> in. Munsell Ou.Sz. Cont.Color Gr.Ss.Sh. '- 'EfHt1 'Eff#1 <br /> 7 0• ''I 7J-ji ]I /S /wr56/t 1 c s, 3.„ . 7 /. 6 <br /> 4y-3,L 7.5-5,4 /Fs dT: s/� G r ace, . .S— <br /> re, s—re, /. 6 <br /> 4 Yd- SY 74-!R”//. — /FS ant 6 K .M / 4 5 0i .S— /• o <br /> 'Effluent#1 =BOD,>30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BOD,<30 mg/L and TSS<30 ani <br /> CST Name(Please Print) Signature CST Numbs <br /> AAdress Date Evaluation Conducted Telephone Number <br /> }776/7 Hi> -7t- /WcG5/Y� [,✓.iS`Y,fg3 9-dy- rY � 7/3-rfGG- S°/S7 <br /> S90-8330(R01n3) <br />