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IL <br /> Iv._. OJ-- ,. <br /> Wiscon of-Safety arttfftf io ServicesORIGINAL Divisio dystry Services #3908 <br /> SOIL EVALUATION REPORT <br /> ��1.(�- _ Page 1_of 3 <br /> �- in accordance with ;PS 385,Wis.Ad�� gKeith Stoner CST <br /> County <br /> Attach�petp sits,t�lanAR•;kaper n t less than 81/2 x 11 inches in size. Plan must Burnett <br /> twt Iaii W td.-Ver*.a horizontal reference point(BM),direction and <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. <br /> 07-006-2-38-17-27-4 04-000-012000 <br /> Please print all information. RnB:y Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). q//l 1 ZoZs <br /> Property Owner Property Location <br /> Ken And Karen Chinander Govt.Lot SE1/4, SE1/4, S27, T38N, R17W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 9280 Kolander Rd. G yb <br /> City State Zip Code Phone Number City Village Town Nearest Road <br /> Siren WI 1 54872 i 715-566-0785 Daniels Wood Creek Rd. <br /> New Construction Use: Residential/Number of bedrooms 2 Code derived design flow rate 300 GPD <br /> Replacement Public or commercial-Describe: <br /> Parent material Loamy alluvium over stratified sandy outwash _ Flood plain elevation,if applicable _ Na ft. <br /> General comments Propose 2 Dispersal Cells 3'x 50'using a.6 SAR and EZ-Flow Media.Locate the cells as staked w/a common system elev.of <br /> and recommendations: 95,80' <br /> ❑Boring# <br /> Boring q9 .63- <br /> Pit Ground surface elev. 97.45 - <br /> ft. Depth to limiting factor 95 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2 <br /> in. Munsefl Qu.Sz.Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2 <br /> 1 0-5 7.5YR3/2 Is lfgr mvfr cs 3f-co 0.7 1.6 <br /> 2 5-10 7.5YR3/4 Is Osg ml gs 3f-co 0.7 1.6 <br /> 3 10-28 7.5YR4/3 Is Osg ml gs 2f-co 0.7 1.6 <br /> 4 28-54 7.5YR4/4 sr s Osg ml gs 2f 0.7 1.6 <br /> 5 54-68 7.5YR5/3 cos Osg ml gs if 0.7 1.6 <br /> 6 68-95 7.5YR5/4 sr s Osg ml --- --- 0.7 1.6 <br /> #4 w/ 1/4 to 1/2 inch 5YR3/4 lamellae #6 w/bands of Is very moist at 86" <br /> FYIBoring# <br /> Boring 8-000 qp,Q2 <br /> Pit Ground surface elev. 99.00 ft. Depth to limiting factor 97 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 <br /> 1 0-6 7.5YR3/2 Is lfgr mvfr cs 3f-co 0.7 1.6 <br /> 2 6-15 7.5YR3/4 gr Is Osg ml gs 3f-co 0.7 1.6 <br /> 3 15-25 7.5YR4/3 gr Is Osg ml gs 2f-co 0.7 1.6 <br /> 4 25-70 7.5YR5/4 sr s Osg ml gs 2f 0.7 1.6 <br /> 5 70-84 7.5YR5/3 gr cos-s Osg ml gs if 0.7 1.6 <br /> 6 84-97 7.5YR5/4 sr s Osg ml --- --- 0.7 1.6 <br /> `Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#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 EvaYlation Conducted Telephone Number <br /> 23220 Wood Creek Rd Siren,W154872 8/27/2025 715-566-0900 <br /> SBD-8330(R.07/13) <br />