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❑SCE"' <br />sconsin <br />` <br />Department of Safety and Professional Services <br />of Industry SeNI� SOIL EVALUATION REP MAY Z 2M #3399 <br />1 of 3 <br />in accordance with SPS 385, Wis. Adm. Code K th Stoner CST <br />Attach complete site plan on paper not less than 8Y2 x 11 inches in size. Plan must C Nnd Services Dint <br />include, but not limited to: vertical and horizontal reference point (BM), direction and <br />percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. <br />07-034-2-37-18-17-4 04-000-013000 <br />Please print all information. <br />Date Reviewed ex <br />Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). /� f_ <br />v <br />Property Owner <br />Property Location (. `2e1 ,tI <br />George Shoquist <br />Govt. Lot SE1/4, SE1/4, S17, T37N, R18W <br />Property Owner's Mailing Address <br />Lot # <br />Block # <br />I Subd. Name or CSM# <br />6716 County Rd A <br />City State Zip Code Phone Number <br />City []Village ❑ tY ❑ 9 ®Town Nearest Road <br />Webster WI i 54893 1 715-327-3637 <br />Trade Lake 1 12224 County Rd O <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 Loamy Calcareous Till Flood plain elevation, if applicable NA_ ft. <br />General comments Propose a 6.25 x 72' mound dispersal cell located along the 94.50' contour with a system elevation = 96.00'. Upslope contour <br />and recommendations: wed onsfte. <br />F-11 <br />❑ Boring <br />Boring # <br />® Pit Ground surface elev. 95.46 ft. Depth to limiting factor 25 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 />Consistent <br />Boundary <br />Roots <br />GPDfftz <br />`Eff#1 <br />'Eff#2 <br />1 <br />0-8 <br />10YR3/2 <br />- <br />fsI <br />2msbk <br />mvfr <br />Cs <br />3f-co <br />0.4 <br />0.8 <br />2 <br />8-15 <br />10YR4/3 <br />- <br />fsl <br />2f-msbk <br />mvfr <br />gs <br />3f-co <br />0.4 <br />0.8 <br />3 <br />15-25 <br />10YR4/4 <br />- <br />sd <br />2msbk <br />mfr <br />gs <br />2f-m <br />0.4 <br />0.6 <br />4 <br />25-33 <br />10YR4/4 <br />c2d5YR5/8 <br />sd <br />2msbk <br />mfr <br />gs <br />2f-m <br />0.4 <br />0.6 <br />5 <br />33-50 <br />7.5YR4/4 <br />m2d5YR5/8 <br />7 5YR6/2 <br />sr fsl <br />2mpl <br />mvfr <br />- <br />2f-m <br />0.0 <br />0.2 <br />#5 - with bands of sd <br />F2 <br />❑ Boring <br />Boring # <br />® Pit Ground surface elev. 92.56 ft. Depth to limiting factor 18 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 />i Structure <br />Gr. Sz. Sh. <br />Consistenc <br />Boundary <br />i Roots <br />GPD/ft2 <br />'Eff#1 <br />•Eff#2 <br />1 <br />0-5 <br />10YR3/2 <br />- <br />sil <br />2msbk <br />mvfr <br />Cs <br />3f-m <br />0.6 <br />0.8 <br />2 <br />5-10 <br />10YR4/3 <br />- <br />sil <br />2f-msbk <br />mvfr <br />gs <br />3f-co <br />0.6 <br />0.8 <br />3 <br />10-18 <br />10YR4/4 <br />- <br />sd <br />2msbk <br />mfr <br />gs <br />3f-co <br />0.4 <br />0.6 <br />4 <br />18-25 <br />10YR4/4 <br />c2d5YR5/8 <br />sd <br />2msbk <br />mfr <br />gs <br />2f-co <br />0.4 <br />0.6 <br />5 <br />25-36 <br />10YR4/4 <br />m2d5YR5/8 <br />sCl <br />2mpl <br />mfr <br />- <br />if -co <br />0.0 <br />0.2 <br />#5 - with bands of sd <br />` Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L . uent #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 Date Evaluation Conducted Telephone Number <br />23220 Wood Creek Rd Siren, WI 54872 4/29/2019 715-566-0900 <br />SBn-8330 (R.07113) <br />