Laserfiche WebLink
°' ' afety&Professional Services ORiGINAL Page 1 of 4 <br /> k Casa,! ,,.._ <br /> `' •• . `si s SOIL EVALUATION REPORT <br /> MAY 1 0 2024 <br /> ;�; a ; 2) � In accordance with SPS 385,Wis.Adm.Code County �,\y <br /> A - corn• - e -)F��� •F�•c-� • ess =n 8 1/2 x 11 inches in size.Plan must include, <br /> IS“ Z+`�' 1 <br /> •�i r y ','` <br /> but • limit-• •ntal efer- ce point(BM),direction and percent slope, Parcel I.D. ��i'Z`t T <br /> scale • .•a•"•• ln -u:'•r :ri•,atio and distance to nearest road. )( 1 D <br /> Please print all information. R v e��d;�by, Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). L'� u(1✓l�l�1i 15 o/2# <br /> Property Owner Property Location ❑ a <br /> S.4g4 t b.. KE T-5INE _Gerctot i\}E % No) % s 11 T 39 N R )9 E(or) W <br /> Property Owner's Mailing Address Site Address or CSM and Lot#: <br /> zo CL/KEITqf ),o.4D 5 FL�� PGatiA) <br /> City,State,Zip Phone Number ❑ City ❑Village ,Et Town Nearest Road <br /> GR kN►._ LR. ', L UZ�r 5 / yU ( ) i,U E s i .M.A LMD foxes N bi Rot+D <br /> X New Construction Use:El Residential/Number of bedrooms NA. Code derived designflow rate Nts GPD <br /> ❑Replacement 0 Public or commercial-Describe: Flood Plan elevation if applicable !VA ft. I <br /> Parent material SANDY <br /> General comments and recommendations: O./AVE/0 t0 JJ -6 Rat t AU T�►>=�)C t tom- �' <br /> Boring# ❑Boring <br /> Pit Ground surface elev.q8,64ft. Depth to limiting factor 60 in./elev.93 50 ft. <br /> 5.00-rt' <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 <br /> In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2 <br /> I D.-g 75Yg z: — /5 psg ail Q5 z,:-eo 0,7 i.4 <br /> z. '-/5- 7.51�P, 'I y'' — ffs /-4 ml r 5 2 4-ca D. T l.tv <br /> 3 /5-ii0 '7.S.V >./i4 — S ,D 61,1 I JG 5 I v f-ea 0. 7 . /.k <br /> 1-1 zia-0 6 vp 4/ — 3 D d,I as i ri--F 0. 7 ih' <br /> 3 bo-ram .5 vt yii cz-F 2.syi1/9 s i).J di -- — a, - 1-. la <br /> Z Boring# Boring <br /> ,IgPit Ground surface elev.9g>�ft. Depth to limiting factor 62 in./elev.61'3. t. <br /> 5,114, <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 <br /> In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 <br /> 1 D-q 7 5vRz.5 ( -- Is I-Iyr m I t 5 Zv cv D.7 / 6 <br /> Z- y Z5Y;� 1' I S t, g all e5 v,v0 D.7 /.to <br /> 7 i 1D 7 5 yg e/q -- S f), r'ri I _5-5Iv�v CD 19.7 /.to <br /> /f ifD.(oz.. 7.5YRy/b S fl d1 a3 Ivy-f 4, 7 1 to <br /> toL-le/ 7,5Ni1119 OM ..6%11/'I S dl — — d•7 f.la <br /> CST Name(Please Print) Signa_tyfy7 CST Number <br /> MARY JO HUPPERT(Hollister's Soil Testing&Design) P i 224832 <br /> Address Date Evaluation Conducted Telephone Number <br /> 25720 Firefly Lane,Webster,WI 54893 -2D/ 212-9 715-426-1775 <br /> Effluent#1 =BOO>30 s 220 mg/L and TSS>30 s 150 mg/L *Effluent#2=BOD,<_30 mg/L and TSS 5 30 mg/L <br /> SBD-8330(R03/22) <br />