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Wisco :D• ailment of 5atety andProfe i n .ervices C -902 L 0 RIGI li.'iL <br /> Divisio i 11strerwces 3 202 SOIL EVALUATION REPORT #3858 <br /> Page 1 of 3 <br /> thil <br /> �A``''.�Qc f <br /> t 13-1 I in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST <br /> Burnett County County <br /> Atta .f.s•. -�.•, r i.- -r no less than 81/2 x 11 inches in size. Plan must Burnett <br /> '. r•'r- r1::9 .. --t.- _ orizontal reference point(BM),direction and <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. <br /> 07-040-2-39-19-32-1 01-000-011400 <br /> Please print all information. G1-•;-we, �d By Dap <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). liA/ /2402 Property Owner Property Location r)c of i 1 0 <br /> Jessi Lynn Besser Govt.Lot NE1/4, NE1/4, S32,T39N, R19W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 301 Park Street/PO Box 1 4 CSM#5207 Vol. 29 Pg. 268 <br /> City State Zip Code Phone Number City Village Town Nearest Road <br /> Freeborn MN 56032 1 507-923-5544 West Marshland I Twin Oaks Trail <br /> New Construction Use: 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 two 3 x 70'dispersal cells using EZ-Flow media with a common sytem elevation=97.30'. Note:Grades are to accomodate <br /> and recommendations: gravity. Maintain proposed building sewer grades. <br /> - ra'. ID 3U331 <br /> 1 Boring# - <br /> Boring <br /> Pit Ground surface elev. 99.15 ft. Depth to limiting factor 64 in. Soil Application Rate <br /> Horizon Depth Dominant Color 1 Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eft#2 <br /> 1 0-8 7.5YR2.5/2 - Is lfgr _ mvfr cs I 3f-m i 0.7 1.6 <br /> 2 8-34 7.5YR3/4 - Is Osg ml gs 2f-m 0.7 1.6 <br /> 3 34-50 7.5YR4/3 - s Osg ml gs 2f 0.7 1.6 <br /> 4 50-64 7.5YR4/4 - s Osg ml gs 1f 0.7 1.6 <br /> 5 64-93 7.5YR5/3+5/4 c2d5YR5/8 s Osg ml - - 0.7 1.6 <br /> H2O at 93" <br /> 2 Boring# Boring <br /> i Pit Ground surface elev. _ 99.65 ft. Depth to limiting factor 70 _ 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. *Ef1#1 *Eft#2 <br /> r <br /> 1 0-10 7.5YR2.5/2 - Is ' lfgr mvfr cs 3f-m 0.7 1.6 <br /> 2 10-34 7.5YR3/4 - Is 0sg ml gs 2f-m 0.7 1.6 <br /> 3 34-48 7.5YR4/3 - s Osg ml gs 2f 0.7 1.6 <br /> 4 48-70 7.5YR4/4 - s Osg ml gs 1f 0.7 1.6 <br /> 5 I 70-99 7.5YR5/3+5/4 c2d5YR5/8 s Osg ml - - 0.7 1.6 <br /> H2O at 99" <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 ate Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd Siren,WI 54872 5/17/2024 715-566-0900 <br /> SBD-8330 f11.07/13) <br />