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f y T`-='� tonal ServicesC a'"* ` ia,sga <br /> 3FSOIL EVALUATION REPORTPa e 1 of' L <br /> #3374 <br /> i, I1-_ �, 9 <br /> j �SE.w U 3 2024 in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST <br /> I '�t(�p County <br /> n pa r not less than 81/2 x 11 inches in size. Plan must Burnett <br /> inclub'�lffblfi ti cHn t td to:vertic and horizontal reference point(BM),direction and <br /> LBf1C �rA1iiml nensio s,north arrow,and location and distance to nearest road. Parcel I.D. <br /> 07-014-2-38-15-16-2 04-000-011500 <br /> Please print all information. Rev'ewed B D Dgat 2 '�/� <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). OOP;per__�/�2r��� I / 1/J Imo/ <br /> Property Owner Property Location (�(�IAY /// 1 <br /> Anne Thatcher Govt.Lot SE1/4, NW1/4, S16, T38N, R15W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 2633 61st. Street 5 #5378 Vol.30 Pg,312 <br /> City State Zip Code Phone Number City r Village Town Nearest Road <br /> Frederic WI 54872 i 715-371-0028 LaFollette I 4804 Saylors Lane <br /> New Construction <br /> Use: Residential/Number of bedrooms _ 1 Code derived design flow rate 150 GPD <br /> Replacement Public or commercial-Describe: <br /> Parent material Sandy outwash over sandy lacustrine deposits Flood plain elevation,if applicable Zone A- -_ft. <br /> General comments Borings completed for the placement of a privy.Maximum privy depth using B#4+5 would be 2ft.No borings completed within the <br /> and recommendations: flood plain based on county GIS. _ <br /> -rax I D 3(0901 <br /> 1 Boring# <br /> Boring <br /> Pit Ground surface elev.__ 96.84 ft. Depth to limiting factor 18 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 0-4 7.5YR2.5/1 Is lfgr mvfr cs 3f-m 0.7 1.6 <br /> 2 4-6 7.5YR3/3 Is Osg ml gs 3f-m 0.7 1.6 <br /> 3 6-18 7.5YR5/3 Ifs Osg ml gs 2f-co 0.5 1.0 <br /> 4 18-29 5YR4/4 c2d 5YR5/8 fsl 1f-msbk mvfr --- 0.2 0.6 <br /> 2 Boring# <br /> Boring <br /> Pit Ground surface elev. 100.32 ft. Depth to limiting factor 78 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 0-4 7.5YR2.5/1 r Is lfgr mvfr cs 3f-m 0.7 1.6 <br /> 2 4-7 7.5YR3/3 Is Osg ml gs 3f-m 0.7 1.6 <br /> 3 7-17 7.5YR5/3 Ifs Osg ml gs 2f-co 0.5 1.0 <br /> 4 17-29 5YR4/4 fsl 2fsbk mvfr gs 2f-co 0.4 0.8 <br /> 5 29-58 5YR4/4 srs Osg ml gs 2f-co 0.7 1.6 <br /> 6 58-78 5YR4/4 co Is Osg ml gs if-m 0.7 1.6 <br /> 7 78-83 5YR4/4 f2d 5YR5/8 sd lfabk mfi --- --- 0.2 0.3 <br /> Effluent#1 =BOD 5>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 -j, 224059 <br /> Address Keith Stoner CST Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd Siren,WI 54872 8/27/2024 715-566-0900 <br /> SBD-8330(R.07/13) <br />