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.... <br /> ro <br /> Or-AGIt'l <br /> scon,i D tae �n r n I Services C��oQ`�'23� <br /> Division try Services <br /> SOIL EVALUATION REPORT Page' <br /> -rs..9 � s $�r°{nP I of 3#3881 <br /> in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST <br /> Attach coCounty <br /> n-�(�t�a{c�g�J,��p��r1 paperi not less than 81/2 x 11 inches in size. Plan must Burnett <br /> inclugOltr amlelp�t' ""hand horizontal reference point(BM.),direction and <br /> „ppm n a r pninns.J.lWth arrow,and location and distance to nearest road. Parcel I.D. <br /> 07-042-2-38-18-17-5 15-856-013000 <br /> Please print all information. Reviewed <br /> �By��/p� Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). . i,„jii' {�Lt1� 1 /0/2/24/ <br /> Property Owner Property Location <br /> Theo Rich Govt.Lot 1/4, SW1/4, S17,T38N, R18W <br /> Property Owner's Mailing Address Lot# Block# I Subd.Name or CSM# <br /> 3256 41 st Ave South 3 1 Wood Ridge -Tax l D '12_ <br /> City State Zip Code Phone Number City Village Town Nearest Road <br /> Minneapolis MN 55406 1 612-636-9957 Wood River I Wood Ridge Court <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 lacustrine deposits w/lamellae Flood plain elevation,if applicable Na ft. <br /> General comments Propose a 10'x 90'At-Grade Mound Dispersal Cell w/a pipe contour/system elev.of 96.10'Pipe contour staked onsite. <br /> and recommendations: <br /> 1 Boring# <br /> Boring <br /> Pit Ground surface elev. 95.72 ft. Depth to limiting factor 45 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 0-6 7.5YR3/2 Ifs lfgr mvfr cs I 3f-m 0.5 1.0 <br /> 2 6-18 7.5YR4/3 Ifs Osg ml gs 3f-co 0.5 1.0 <br /> 3 18-35 7.5YR5/4 Ifs Osg ml gs 2f-co 0.5 1.0 <br /> 4 35-45 7.5YR5/4 fs Osg ml gs 2f-co 0.5 1.0 <br /> 5 45-64 7.5YR5/4 c2d 5YR5/8 fs Osg ml --- if-co 0.5 1.0 <br /> 2 Boring# <br /> Boring <br /> Pit Ground surface elev. _ 96.49 ft. Depth to limiting factor 50 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 ' 0-8 ' 7.5YR3/2 Ifs lfgr mvfr cs ' 3f-m 0.5 1.0 <br /> 2 8-14 7.5YR4/3 Ifs Osg mI gs 3f-co 0.5 1.0 <br /> 3 14-32 7.5YR5/4 Ifs Osg ml gs 2f-co 0.5 1.0 <br /> 4 32-50 7.5YR5/4 fs Osg ml gs 2f-co 0.5 1.0 <br /> 5 50-61 7.5YR5/4 c2d 5YR5/8 fs Osg ml --- 1f-co 0.5 1.0 <br /> #5 w/lamellae 5YR3/4 Isis' 1/2"to 1" <br /> *Effluent#1 =BOD 5>30<220 mg/L and' SS>30<_150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L <br /> CST Name(Please Print) : /l e li 1 / (7c. CST Number <br /> Keith Stoner G /G 224059 <br /> Address Keith Stoner CST Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek R Siren,WI 54872 10/3/2024 715-566-0900 <br /> SBD-8330(R.07/13) <br />