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10: 05 8492166 B C ZONIMG PAGE ©.1 <br /> ORIGINAL 16g <br /> WisconsirNpartmentofCommerce SOIL EVALUATION REPORT page I of 3 <br /> D?vision of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Keith Stoner <br /> Attach cromplela SRO plan on paper not less than E!Y/x 11 Inches in size. Plan must County <br /> Include,but not INnitad to:veftai and horizontal reference point(BM),direction and _Burrett <br /> percent slope,scale Or diraemsions,rronh arrow,arid location and distance to nearest mad. Parcel I.D. <br /> 0X8'41/1-7-- o2 lila <br /> Pfaasa print all information. Reviewed by Date <br /> Ferronal mrormallon,Vou prowas may be used for secondary nurpoves(Pnvxy taw,s.15 G4 p)(m)). 05 <br /> Property Owner Property Location <br /> Ch Pangerl Govt.Lot_ 3 114 114 S 22 T 40 NR 14 W <br /> Property Owners Mailing Address Lot if block# 'Subd.Name cr C-SM# <br /> 4613 Cedar Lake Rd. 1 3870 Vol. 20 Pg,48 <br /> City State Zip Cade Phone Number J Gty "j village le Town Nearest Road <br /> For-K I MN 1 55416 952-381-1934 Scott Co- Road A <br /> New Construction Use iy" Residenfial!Number of bedrooms S Code derived design Clow rate 450 GPD <br /> ' )Repiacement _i Public or commereiai-Descnbe <br /> I Parmnt material Glacial Till Flood plain elevation,if appti;able _NA _ <br /> General comments - — <br /> and recommendations Propose a 5 x 75'mound cell located 91ong the 58.00'contour with a system elevation=98.51)' Upslope <br /> mound cell contour staked onsite. <br /> _ /�te4►wf a�_IYrS� • Kulrkn"Girt'tw i°er�d.__ <br /> 1 - Ecring# _ 6oring <br /> dJ Pit Ground Surface elev. 96.33 it Depth to limiting factor Soli Application Rate <br /> Horizon Depth DOminanl Color Redox Dascr1ghOn Texture Slmcture Consistence boundary ^Roots GPD/91In. Munsell Ou.Sz.Cant.Calor Gr.Sz.$h. ^E1f#1 "Eff#2 <br /> 1 0-4 7.5YR312 - �. Is lmgr mmvfr cs _3f-co 7 1.6- —I <br /> 2 4-28 ;7 5YR3/4- - Is Osg j mvfr gs i 3f-00 .7 L.. 1.6 <br /> 348-60 <br /> 75YRaC4 - Or <br /> Is Osg dt _�.. gt, I 2f-co 7 1B <br /> 5 ! 60 96 7.5YR51 --gr s... _ . ....._ _.1- . .-- <br /> -_�y- <br /> 4 48 60 7.5YR6/4 Os ml s 2f-co 7 1.6 <br /> �— <br /> s 0s9 ml - 1f-co .7 1.6 <br /> _T.. <br /> --- ---- <br /> I <br /> 2-3"bands of 5 5 134/s /-fie bands 0 I>i � --- ----'— <br /> i <br /> Boring# Boring <br /> v! Pit Ground Surface elev._ 98.33 ft. Depth to limiting factor 44" in. Soil ApplirallonRafe <br /> Hzen Depth Dominant Color Redox Rescriptlon Texture I Stricture Consistences Boundary Roots GPD/R' <br /> In. Murrell Qu.Sz.Cont for Gr.Sz.Sh. <br /> 1 0-4 7.5YR3/2 I - Is Imgr ri ICs 3f-co 1.6 <br /> Is Os <br /> 2 1 4-24 1.. 7.5YR3/4 ��-- - 7 -- <br /> _ 9 gs 3f-co„- 7 1.6 <br /> 3 124144 i..aYR4/4 - gr is Imsbk dl gs 2f-co .7_ ; 1.6 <br /> 444-69 5YR4/4 c2d5YR5/8 sl mdvh if <br /> .6 <br /> #3-structure is very dense -- <br /> Effluent#1 =BODs>30 220 M91L and TSS x30 4 150 mg1L <br /> SPinase 'Effluent 07 a BOD„<30 mg/L end TSS c 30 mglL <br /> CT Name( <br /> Keith E. Stoner CST Number <br /> ^ y/C(/-,G� 224059 <br /> Address Keith Stoner <br /> Print) J -- -- <br /> Date Evaluation Conducted Teiephane Number - <br /> 23220 Wood Creek Rd.,Siren,WI 54872 9/14/05 7155-653.2324 <br />