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Wiscon •alfimerl F:„ .,•`.•L+_.:..• . ices 0- L7--- �i-- / <br /> Divisior + + .+ Services SOIL EVALUATION REPORT #3394 <br /> MAY ' 2019 Page 1 of 3 <br /> in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST <br /> County <br /> Attach complete site_gtan nn.papet not less than 81/2 x 11 inches in size. Plan must Burnett <br /> inclu e, ut I pti � <br /> 18tAor+tltrtical and hoozontal reference point(BM),direction and — <br /> perceittApsemftpipliportatzatt,north arrow,and location and distance to nearest road. Parcel I.D. <br /> 07-034-2-37-18-27-5 15-713-027000 <br /> Please print all information. Reviewed By /�^y'1 Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). �, ' ' ,, I s '--/1 <br /> Property Owner Property Location ```"'"'''CCCCVV//// <br /> Greg Younker Govt.Lot 1/4, 1/4,S27,T37N, R18W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# N <br /> 5347 Cedarwood Ct 18 Stillson Park v` <br /> City State Zip Code Phone Number ❑ City ❑Village® Town Nearest Road <br /> White Bear Lake 1 MN] 55110 1 651-353-1405 Trade Lake I 11574 Stillson 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 Sandy Outwash Flood plain elevation,if applicable NA ft. <br /> General comments Propose a 10 x 30'mound dispersal cell located along the 99.20'contour with a system elevation=99.70'. Upslope contour staked <br /> and recommendations: onsite. <br /> Lc- <br /> 1 Boring# <br /> ❑Boring <br /> ®pit Ground surface elev. 97.95 ft. Depth to limiting factor >86 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary I Roots GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 <br /> 1 0-7 7.5YR3/2 - Isimsbk 1 mvfr cs 3f-co 0.7 1.6 <br /> 2 7-25 5YR3/4 - Is ifsbk mvfr gs 2f-co 0.5 1.0 <br /> 3 25-86 5YR5/4 - srs Osg ml - lf-co 0.7 1.6 <br /> #3-with narrow lamallae bands 5YR3/4 <br /> 2 Boring# <br /> ❑Boring <br /> ®Pit Ground surface elev. 98.50 ft. Depth to limiting factor >106 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure I Consistence Boundary Roots GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 <br /> 1 0-3 7.5YR3/2 - Is imsbk mvfr es 3f-co 0.7 1.6 <br /> 2 3-28 7.5YR3/4 - Is lfsbk mvfr gs 2f-co 0.5 1.0 <br /> 3 28-106 5YR5/4 - srs Osg ml - if--co 0.7 1.6 <br /> Effluent#1 =BOD 5>30< 20 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L <br /> CST Name(Please Print) � r r • <br /> ( <br /> .•••ture: CST Number�W <br /> Keith Stoner <br /> 1./1&(r <br /> ,`" l `�► <br /> , 224059 <br /> Address Keith Stoner CST Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek d Siren,WI 54872 4/23/2019 715-566-0900 <br /> SBD-8330(R.07/13) <br />