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wiscot <br />Divisio <br />C� l� <br />Ivices <br />I services SOIL EVALUATION REPORT #3394 <br />61AY 1 Z019 Page 1 of 3 <br />! V <br />in accordance with SPS 385, Wis. Adm. Code Keith Stoner CST <br />County <br />Atta not le s than 8Y2 x 11 inches in size. Plan must Burnett <br />inclu e, ut 8Mtt�dAtltltytrtical and ho 'zontal reference point (BM), direction and <br />perceiLtXjWpgepp*gptpwtaimid, north rrow, 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. <br />Reviewed By j Date <br />Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). <br />v <br />Property Owner <br />Property Location <br />Greg Younker <br />Govt. Lot 1/4, 1/4, S27, T37N, R18W <br />Property Owner's Mailing Address <br />Lot # <br />Block # <br />Subd. Name or CSM# <br />5347 Cedarwood Ct <br />I Stillson Park <br />City State Zip Code Phone Number <br />❑ City ❑ Village ® Town Nearest Road <br />White Bear Lake MN 1 55110 651-353-1405 <br />Trade Lake 1 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: onsde. <br />Boring If ❑ Boring <br />® Pit Ground surface elev. 97.95 ft. Depth to limiting factor >86 in. Soil Application Rate <br />Horizon <br />Depth <br />in. <br />Dominant Color <br />Munsell <br />Redox Description <br />Qu. Sz. Cont. Color <br />Texture <br />Structure <br />Gr. Sz. Sh. <br />Consistency <br />Boundary <br />i Roots <br />( <br />GPD/ft2 <br />'Eff#1 <br />*Etf#2 <br />1 <br />0-7 <br />7.5YR3/2 <br />- <br />Is <br />lmsbk <br />mvfr <br />Cs <br />3f-co <br />0.7 <br />1.6 <br />2 <br />7-25 <br />5YR3/4 <br />- <br />Is <br />lfsbk <br />mvfr <br />gs <br />2f-co <br />0.5 <br />1.0 <br />3 <br />25-86 <br />5YR5/4 <br />- <br />srs <br />05g <br />ml <br />- <br />lf-w <br />0.7 <br />1.6 <br />#3 - with narrow lamallae bands 5YR3/4 <br />F2 <br />❑ Boring <br />Boring # <br />® Pit Ground surface elev. 98.50 % Depth to limiting factor >106 in. Soil Application Rate <br />Horizon <br />Depth <br />in. <br />Dominant Color <br />Munsell <br />Redox Description <br />Qu. Sz. Cont. Color <br />Texture <br />Structure <br />Gr. Sz. Sh. <br />Consisten <br />Boundary <br />Roots <br />GPD/ft2 <br />*Eff#1 <br />*Eff#2 <br />1 <br />0-3 <br />7.5YR3/2 <br />- <br />Is <br />lmsbk <br />mvfr <br />Cs <br />3f-co <br />0.7 <br />1.6 <br />2 <br />3-28 <br />7.5YR3/4 <br />- <br />Is <br />lfsbk <br />mvfr <br />gs <br />2f-ao <br />0.5 <br />1.0 <br />3 <br />28-106 <br />5YR5/4 <br />- <br />srs <br />Osg <br />ml <br />- <br />lf-ca <br />0.7 <br />1.6 <br />* Effluent #1 = BOD 5> 30 < 20 mg/L "TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L <br />CST Name (Please Print) &A�Z� <br />lure: CST Number <br />Keith Stoner 224059 <br />Address Keith Stoner CST Date Evaluation Conducted Telephone Number <br />23220 Wood Creek Ifid Siren, WI 54872 4/23/2019 715-566-0900 <br />SBD-8330 (R.07/13) <br />5� <br />P- <br />