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FV W.1rue, <br /> JGnv{cis CST- H-L01 <br /> SOIL EVALUATION REPORT <br /> 6 2019 Page 1 of 3 _ <br /> in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST <br /> Count <br /> per n t less than 8'/2 x 11 inches in size. Plan must y Burnett <br /> Gdadttp:vertical an horizontal reference point(BM),direction and - -- ------ <br /> PTW8§BPAc ons,n rth arrow,and location and distance to nearest road. Parcel I.D. <br /> 07-020-2-40-16-02-5 05-002-011000 <br /> C ' S uu Please print all information. Oewed B t <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). <br /> Property Owner Property Location <br /> Charles&Constance Houman Govt.Lot 1+2 11 , 1/4,S2,T40N, R16W <br /> Property Owner's Mailing Address Lot# i Block# Subd.Name or CSM# <br /> 29460 CCC Rd <br /> cityState Zip Code Phone Number <br /> P ❑ City ❑Village® Town Nearest Road <br /> Danbury W 11 54830 + Oakland I Same <br /> ❑New Construction Use: ❑ Residential/Number of bedrooms Code derived design flow rate 750 GPD <br /> ®Replacement ® Public or commercial-Describe: 3 rental Cabins total of 5 bedrooms <br /> Parent material Sandy Outwash Flood plain elevation,if applicable _.NA ft. <br /> General comments Propose two 6 x 90'dispersal cells locating the upslope cell edge along the 100.86 contour with a system elevation=98.38'. <br /> and recommendations: Locate downslope cell along the 97.68'contour with a system elevation=95.18'. Upslope cell edge staked. <br /> Site for Cabins 1-3 <br /> Boring#F-11 <br /> ❑Boring <br /> ®Pit Ground surface elev. 97.23 ft. Depth to limiting factor >88 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure (Consistenc Boundary j Roots GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. , I "Eff#1 'Eff#2 <br /> 1 0-5 7.5YR2.5/2 - j Is lfgr mvfr i Cs 3f-m , 0.7 i 1.6 <br /> 2 5-20 7.5YR3/4 - gr Is Osg ml gs 3f-co 0.7 1.6 <br /> 3 20-72 7.5YR4/4 - s Osg ml gs 2f-co 0.7 1.6 <br /> 4 72-88 7.5YR5/4 - fs Osg ml - - 0.5 1.0 <br /> F2 Boring# <br /> ❑Boring <br /> ®Pit Ground surface elev. 97.18 ft. Depth to limiting factor >96 in. Soil Application Rate <br /> Horizon i Depth Dominant Color Redox Description Texture 1 Structure ,Consistency Boundary Roots GPD/ft2 <br /> ( in. Munsell Qu.Sz.Cont.Color ( Gr.Sz.Sh. 'Eff#1 'Eff#2 <br /> 1 0-3 7.5YR3/4 Fill Is lfgr nr& ((�cs 3f-m 0.7 1.6 <br /> 2 3-7 7.5YR2.5/2 Buried A Is lfgr mvfr gs 2f- <br /> co 0.7 1.6 <br /> 3 7-14 7.5YR3/4 - Is Osg ml gs 2f-co 0.7 1.6 <br /> 4 14-28 7.5YR4/4 - Is Osg ml gs 2f-co 0.7 1.6 <br /> 5 28-74 7.5YR4/4 - s Osg ml gs 2f-m 0.7 1.6 <br /> b 74-96 7.5YR5/4 - gr cos Osg ml - - 0.7 1.6 <br /> Effluent#1 =BOD 5>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: ft& <br /> CST Number <br /> Keith Stoner 224059 <br /> Address Keith Stoner CST 4bate Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd Siren,WI 54872 7/8/2019 715-566-0900 <br /> SBD-8330(R.07/I3) <br />