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r \I <br /> F • E R <br /> idlann _to _ur.x` I :c-'.Onal Services �'1 S j,�24--78DryServices r� SOIL EVALUATION REPORTpage 1 of#3352 <br /> 0 6 20 Keith Stoner CST <br /> .�' in accordance with SPS 385,Wis.Adm.Code <br /> County <br /> AttacedISRt Jt )blan on pap:r not less than 81/2 x 11 inches in size. Plan must Burnett ant <br /> LB�d�eNttegt a u'1 edtOevlirtical and horizontal reference point(BM),direction and Parcel I.D. 0 3i"''`'5 <br /> - -: , . . . - . ,north arrow,and location and distance to nearest road. 07 040 2 39 19 34 2 03 000 011100 <br /> Please print all information. Re iewed By a i (43 Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). j �(/I A1M,/� S l- /Zoi 4 <br /> Property Owner Property Location ' u IN't4�/ 1 <br /> Cameron Rodseth Govt.Lot SW1/4, NW1/4, S34,T39N, R19W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 1437 E. Resthaven Rd. <br /> City State Zip Code Phone Number City Village Town Nearest Road <br /> Peoria IL 1 61615 309-202-7102 West Marshland 1 25092 Galesky Rd. <br /> New Construction Use: Z Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD <br /> Replacement ❑ Public or commercial-Describe: <br /> Parent material Sandy Eolian Deposits Flood plain elevation,if applicable Na ft. <br /> General comments Propose an 8 ft.x 57ft.Mound dispersal cell located along the 97.00'contour w/a System Elev.of 98.33'.Upslope mound contour <br /> and recommendations: staked. <br /> 1 Boring# <br /> Boring <br /> Pit Ground surface elev. 96.50 ft. Depth to limiting factor 20 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 <br /> 1 0-2 5YR3/2 Ifs lfgr I mvfr cs 3f-co ' 0.5 1.0 <br /> 2 2-7 5YR3/4 Ifs Osg ml gs 3f-co 0.5 1.0 <br /> 3 7-20 5YR4/3 Ifs Osg ml gs 3f-m 0.5 1.0 <br /> 4 20-27 5YR4/4 c2d 5YR5/8 fs Osg ml gs 2f-m 0.5 1.0 <br /> 5 27-37 5YR4/6 m2d 5YR5/8 fs Osg ml --- 1f 0.5 1.0 <br /> I <br /> Mound site has been deared of trees and brush. <br /> 2 Boring# Boring <br /> 'Pit Ground surface elev. 97.05 ft. Depth to limiting factor 21 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 <br /> i <br /> 1 0-3 5YR3/2 ' Ifs lfgr mvfr cs 1 3f-co 0.5 1 1.0 <br /> 2 3-8 5YR3/4 Ifs Osg ml gs 3f-co 0.5 1.0 <br /> 3 8-21 5YR4/3 Ifs Osg ml gs 3f-co 0.5 1.0 <br /> 21-32 5YR4/4 c2d 5YR5/8 fs Osg ml gs 2f-m 0.5 1.0 <br /> 4 <br /> 5 32-44 5YR4/6 m2d 5YR5/8 fs Osg mI --- 1f 0.5 1.0 <br /> *Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent 2-BOD5<30 mg/L and TSS<30 mg/L <br /> CST Name(Please Print) Signature: CST Number <br /> Keith Stoner 224059 <br /> Address Keith Stoner CST Date Evalua ion Conducted Telephone Number <br /> 23220 Wood Creek Rd Siren,WI 54872 4/26/2024 715-566-0900 <br /> SBD-8330(R.07/13) <br />