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'Wisconsin rtEtCag ihdfofE al rvices 04ji-- -2l ill <br /> ORIGINAL f <br /> Division o tyServices SOIL EVALUATION REPORT #3844 <br /> NOV 0 9 2023 Keith Stoner CST <br /> :;...4 �,�i�, � 2,�� g�� in accordance with SPS 385,Wis.Adm.Code <br /> ,�lo �I County <br /> oi tach complEktrnitttOottintypaper not I ss than 8%x 11 inches in size. Plan must Burnett <br /> I i p lud , sill' • l% • end h rizontal reference point(BM),direction and <br /> N. arrow,and location and distance to nearest road. Parcel I.D. <br /> 07-036-2-40-17-34-1 04-000-011000 <br /> Please print all information. Rev wed By Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 1 B; - l l j i�12o23 <br /> Property Owner Property Location •lam l <br /> Paul Fornengo Govt.Lot NE/3-i SE1/4, NE1/4, S34,T40N, R17W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 27433 Lee Rd. 1-aX ID:2S2I5 <br /> City State Zip Code Phone Number City Village Town Nearest Road <br /> Webster I WI 54893 715-791-0354 Union Same <br /> New Construction Use: r Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD <br /> Replacement _ Public or commercial-Describe: <br /> Parent material Sandy Outwash Flood plain elevation,if applicable NA ft. <br /> General comments Propose 2 Dispersal Cells using EZ-Flow Media 3 ft.x 70 ft.located along the 100,25'and 100,00'contours w/a common System <br /> and recommendations: Elev.of 97,00'Note:A sewage ejection tank will be required in the basement.C/L's staked. <br /> 1 Boring# <br /> Boring <br /> Pit Ground surface elev. 99.50 ft. Depth to limiting factor 0498 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 0-3 7.5YR2.5/2 I Is 1 lfgr mvfr ' cs 3f-m 0.7 1.6 <br /> 2 - 3-12 7.5YR3/3 Is Osg ml gs 3f-co 0.7 1.6 <br /> 3 12-26 7.5YR4/3 Is Osg ml gs 2f-co 0.7 1.6 <br /> 4 26-53 7.5YR4/4 s Osg ml gs 2f 0.7 1.6 <br /> 5 53-98 7.5YR5/4 srs Osg ml --- 1f 0.7 1.6 <br /> Hand Auger used from 66 to 98 inches <br /> 2 Boring# Boring <br /> Pit Ground surface elev. _ 100.70 ft. Depth to limiting factor N.104 in. Soil Application Rate <br /> Horizon Depth 1 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 0-4 7.5YR2.5/2 Is lfgr mvfr ' cs 3f-m 0.7 1.6 <br /> 2 4-11 7.5YR3/3 Is Osg ml gs 3f-co 0.7 1.6 <br /> 3 11-27 7.5YR4/3 Is Osg ml gs 2f-m 0.7 1.6 <br /> 4 27-53 7.5YR4/4 s Osg ml gs 2f-m 0.7 1.6 <br /> 5 53-104 7.5YR5/4 srs Osg ml --- if 0.7 1.6 <br /> Hand Auger used from 65 to 104 inches <br /> *Effluent#1 =BOD5>30<220 mg/L and TSS>30< 150 mg/L *E luent#2=BODS<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 Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd Siren,WI 54872 10/17/2023 715-566-0900 <br /> SBD-8330(R.07/13) <br />