Laserfiche WebLink
E <br /> Wisconsin a— Y <br /> Pl�fet ices C�r , 47 <br /> Division o IServices v"' #3894 <br /> SOIL EVALUATION REPORT ORIGINAL <br /> I "21 <br /> �� Page 1 of 3 <br /> 2 2 � Keith Stoner CST <br /> ,fin accordance with SPS 385,Wis.Adm.Code County <br /> Ati ach compleF#XW0lQ0t1fltPaper not le s than 81/2 x 11 inches in size. Plan must Burnett <br /> inc ude,bAd(gftitmtt¢Z ",+ "d ho izontal reference point(BM),direction and <br /> pe arrow,and location and distance to nearest road. Parcel I.D. <br /> 07-040-2-39-19-33-4 02-000-011200 <br /> Please print all information. Reviewed By D to <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). <br /> Property Owner Property Location !�C/ <br /> Douglas & Kathryn Oman Govt.Lot _ NW1/4, SE1/4, S33, T39N, R19W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 1011 41st Ave NE Unit 211 2 #4534 Vol. 25 Pg. 38 <br /> City State Zip Code Phone Number City Village Town Nearest Road <br /> Columbia Heights MN 1 55421 715-220-5533 West Marshland1 24968 Gile 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 Eolian Deposits Flood plain elevation,if applicable Na ft. <br /> General comments Propose a 7'x 43'Mound dispersal cell located along the 99.00'contour w/a System Elev,of 99.75'.Upslope contour staked onsite. <br /> and recommendations: <br /> --ra <br /> y, Boring# <br /> Boring <br /> Pit Ground surface elev. 99.02 ft. Depth to limiting factor 28 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 <br /> 1 0-4 5YR2.5/2 Ifs lfgr mvfr cs 3f-m 0.5 1.0 <br /> 2 4-10 5YR3/3 Ifs Osg ml gs 3f-m 0.5 1.0 <br /> 3 10-28 5YR4/4 fs Osg ml gs 3f-co 0.5 1.0 <br /> 4 28-36 5YR4/4 c2d 5YR5/8 fs 05g ml gs 2f-m 0.5 1.0 <br /> 5 36-48 7.5YR5/4 c2d 5YR5/8 s Osg ml --- if 0.7 1.6 <br /> ❑Boring# <br /> Boring <br /> Pit Ground surface elev. 98.98 ft. Depth to limiting factor 29 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure ConsistenceBoundary Roots GPD/ft2 <br /> Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Eff#1 'Eff#2 <br /> 1 0-5 5YR2.5/2 Ifs lfgr mvfr cs 3f-m 0.5 1.0 <br /> 2 5-13 5YR3/4 Ifs Osg ml gs 3f-m 0.5 1.0 <br /> 3 13-18 5YR4/3 fs Osg ml gs 2f-co 0.5 1.0 <br /> 4 18-29 5YR4/4 fs Osg ml gs 2f-co 0.5 1.0 <br /> 5 29-44 5YR4/8 c2d 5YR5/8 fs Osg ml --- if-m 0.5 1.0 <br /> Effluent#1 =BODS>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 224059 <br /> Address Keith Stoner CST rlqtp Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd Siren,W 154872 6/4/2025 715-566-0900 <br /> SBD-8330(R.07/13) <br />