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Wisconsin f rklof Saf `Prop rvices C!�',,�_ I <br /> Division o stry Services ! �� <br /> r SOIL EVALUATION REPORT IGINAL #3808 <br /> . . JUL Z 7 2023 Page 1 of 3 <br /> '!i-1I 1,5 ?%' in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST <br /> County <br /> ttach comp 'QURigl paper not -ss than 81 x 11 inches in size. Plan must Burnett <br /> i clud@., btd 8e7ViceecDepartfit 1, nd •rizontal reference point(BM),direction and <br /> •: - ••-, . - • • • , - h arrow,and location and distance to nearest road. Parcel I.D. <br /> 07-012-2-40-15-35-5 15-700-022000 <br /> Please print all information. evle ed B Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). '? 7 7 7/23 _ <br /> Property Owner Property Location 000��� b` <br /> Philip Skoog Govt.Lot 1/4, 1/4, S35, T40N, R15W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# -ri,ib <br /> 667 Deerwood Drive 11 Plat Of Sheltered Pines <br /> City State Zip Code Phone Number I 1 City ❑Village ' Town Nearest Road <br /> Hudson WI 1 54016 1 612-363-2022 Jackson I 4073 Greer Rd <br /> P New Construction Use: ❑ Residential/Number of bedrooms 2 Code derived design flow rate 300 GPD <br /> 17: Replacement ❑ Public or commercial-Describe: <br /> Parent material Sandy Outwash Flood plain elevation,if applicable NA ft. <br /> General comments See attached sheet for proposal. <br /> and recommendations: <br /> 1, Boring# [-Boring <br /> E Pit Ground surface elev. 99.41 ft. Depth to limiting factor >88 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 'Etf#2 <br /> 1 0-2 7.5YR3/2 Fill Is lfgr dl cs 3f 0.7 1.6 <br /> 2 2-6 7.5YR3/4 Fill s Osg dl cs 2f-m 0.7 1.6 <br /> 3 6-8 7.5YR2.5/2 Buried A Is lfgr dl gs 2f-m 0.7 1.6 <br /> 4 8-18 7.5YR3/4 - Is Osg dl gs 2f-m 0.7 1.6 <br /> 5 18-42 7.5YR4/4 - s Osg ml gs 2f-m 0.7 1.6 <br /> 6 42-88 7.5YR5/4 - srs Osg mI - 1f 0.7 1.6 <br /> #6-with 1/8- 1/4"lamellae bands 5YR4/4 <br /> 2 Boring# <br /> `,'Boring <br /> ❑Pit Ground surface elev. 100.43 ft. Depth to limiting factor >90 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 <br /> in. Munsell Ott Sz.Cont.Color Gr.Sz.Sh. *Eft#1 •Eff#2 <br /> 1 0-3 7.5YR2.5/2 - Is lfgr 1 dl cs 3f-m 0.7 1.6 <br /> 2 3-19 7.5YR3/4 - Is 0sg dl gs 3f-co 0.7 1.6 <br /> 3 19-43 7.5YR4/4 - s Osg ml gs 2f-co 0.7 1.6 <br /> 4 43-90 7.5YR5/4 - srs Osg ml - 1f-co 0.7 1.6 <br /> #6-with 1/8- 1/4"lamellae bands 5YR4/4 <br /> *Effluent#1 =BOD5>30<220 mg/L and TSS>30< 150 mg/L • *Ef uent#2=BODS<30 mg/L and TSS<30 mg/L <br /> CST Name(Please Print) Signature: �,/1 -- CST Number <br /> Keith Stoner e-b f -4 `"t 224059 <br /> Address Keith Stoner CST Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd Siren,WI 54872 7/18/2023 715-566-0900 <br /> SSD-8330(R.07/13) <br />