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AL <br /> VVI consi dig,,.:, i Services C 5'r..z3_o ORIGI N #3755 <br /> Division s �l �', SOIL EVALUATION REPORT Page 1 of 3 <br /> MAR 10 2023 in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST <br /> County <br /> a ;omplete site plan on pap: less than 81 x 11 inches in size. Plan must Burnett <br /> i clud •• •' and horizontal reference point(BM),direction and - - <br /> ercent slop$t UOQtiff jhsions,nort 1 arrow,and location and distance to nearest road. Parcel I.D. <br /> Land Services Daoart 07 024 2 39 14 13 5 16 510 012000 <br /> �� rint ill information. Oeda Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 13i/J 1 P-3 <br /> Property Owner Property Location <br /> Lance Swanson Govt.Lot 1/4, 1/4, S13,T39N, R14W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 9363 Knighton Rd. U 1+2 Northern Lites Condo. <br /> City State Zip Code Phone Number City r Village - Town Nearest Road <br /> Woodbury MN] 55125 I 651-738-3755 Rusk I 26208 W. Lipsett Lake Rd. <br /> L New Construction Use: Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD <br /> 7 Replacement Public or commercial-Describe: <br /> Parent material Sandy Outwash Flood plain elevation,if applicable 976.10 ft. <br /> General comments Proposed 6'x 49'Mound Cell constructed w/Eljen GSF A-42 modules located along the 981.40'contour.S.E.to be determined. <br /> and recommendations: Onsite by State Wastewater Specialist due to fill observed in observation pits. <br /> 1 Boring# <br /> Boring <br /> Pit Ground surface elev. 979.90 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. "Eff7t1 1 'Eff#2 <br /> 1 0-3 7.5YR3/3 I Fill Is lfgr mvfr cs 3f 0.7 1.6 <br /> 2 3-9 7.5YR4/3 Fill Is Osg ml cs 3f-m 0.7 1.6 <br /> 3 9-11 7.5YR2.5/2 Buried A Is lfgr ml gs 3f-co 0.7 1.6 <br /> 4 11-14 7.5YR4/2 --- Is Osg ml gs 3f-co 0.7 1.6 <br /> 5 14-20 7.5YR4/3 --- Is Osg ml gs 3f-co 0.7 1.6 <br /> 6 20-25 7.5YR4/3 c2d 5YR5/8 Is Osg ml gs 2f-m 0.7 1.6 <br /> 7 25-39 2.5YR3/4 Cemented Iron Pan Is m mvfi --- 1f-m 1 0.0 0.0 <br /> 2 Boring# <br /> Boring <br /> Pit Ground surface elev. 980.33 ft. Depth to limiting factor 25 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description I Texture ' Structure i Consistence Boundary Roots GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 <br /> 1 0-2 7.5YR3/3 j=;j j Is lfgr mvfr cs 3f 0.7 1.6 <br /> 2 2-5 7.5YR3/4 POI Is Osg ml gs 3f-m 0.7 1.6 <br /> 3 5-7 7.5YR2.5/2 Buried A Is lfgr mvfr gs 3f-m 0.7 1.6 <br /> 4 7-21 2.5YR4/3 Is 0sg ml gs 2f-co 0.7 1.6 <br /> 5 21-25 7.5YR4/4 s Osg ml gs 2f 0.7 1.6 <br /> 6 25-36 7.5YR4/4 c2d 5YR5/8 s Osg ml --- 1f 0.7 1.6 <br /> Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5 5_30 mg/L and TSS s.30 mg/L <br /> CST Name(Please Print) Signature: �� . CST Number <br /> Keith Stoner 224059 <br /> Address Keith Stoner CST ate Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd Siren,WI 54872 9/29/j202 / 715-566-0900 <br /> 6NS�Tc/ fU 1� /O/37 _ SBD-8330(R.07/13) <br />