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Z 1 -7 <br /> Wi ns t si Services CCv -! —to <br /> ndustryServrces SOIL EVALUATION REPORT #3447 <br /> AUG 6 2019 Page 1__of 3 <br /> in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST <br /> County <br /> A per n t less than 8Y2 x 11 inches in size. Plan must Burnett <br /> include,6tliil@ 16:vertical an horizontal reference point(BM),direction and — --- <br /> pdcf�Bt eip lfi ions rth arrow,and location and distance to nearest road. Parcel I.D. <br /> Please print all information. 07-020-2-40-16 2-5 05-002-011000 <br /> Personal information provide may be used for secondary ( ){ )) a wed$y D e t <br /> Y�P Y ry Purposes(Privacy Law,s.15.04 1 m <br /> Property Owner Property Location <br /> Charles&Constance Houman Govt.Lot 1+2 1/ , 1/4,12,T40N, R16W <br /> Property Owner's Mailing Address Lot# Block# 5ubd,Name or CSM# <br /> 29460 CCC Rd I <br /> City State Zip Code Phone Number <br /> ❑ City ❑Village 9 ® Town Nearest Road <br /> Danbury W I 1 54830 1 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 cabin-total of 5 bedroom <br /> Parent material Sandy Outwash Flood plain elevation,if applicable NA <br /> General comments Propose two 6 x 90'dispersal cells locating the upslope cell along the 101.70'contour with a system elevation=99.20'. Locate <br /> and recommendations: downslope cell over the 99.00'contour with a system elevation=95.70'. Upslope contour staked onsite. <br /> Site for Cabins 4-6 <br /> Boring# <br /> F-1j, <br /> ❑Boring <br /> ®Pit Ground surface elev. ­-9-8.00 ft. Depth to limiting factor >104 in. Soil Application Rate <br /> Horizon f Depth Dominant Color Redox Description Texture Structure (Consistence Boundary Roofs ' GPD/ftz <br /> in. Munsell Qu.Sz.Cont Color , Gr.Sz.Sh. `Eff#1 AEff#2 <br /> 1 S 0-5 7.5YR2.5/2 - I Is if r mvfr cs 3f m 0.7 1.6 <br /> 2 5-27 7.5YR3/4 - Is Osg ml gs 2f-co 0.7 1.6 <br /> 3 27-48 7.5YR4/4 - s Osg ml gs 2f-co 0.7 1.6 <br /> 4 48-104 1 7.5YR5/4 - s Osg ml - if--m 0.7 1.6 <br /> 2 Baring# <br /> ❑Boring <br /> ®Pit Ground surface elev. 103.61 -ft. Depth to limiting factor _ >96 in. Soil Application Rate <br /> Horizon Depth Dominant Color I Redox Description Texture i Structure I Consistenc Boundary Roots GPD/tz <br /> I in. Munsell 1 Qu.Sz.Cont.Color 1 Gr.Sz.Sh. i j •Eff#1 •Eff#2 <br /> 1 i 0-3 7.5YR2.5/2 - i Is lfgr mvfr I cs 2f-co 0.7 1.6 <br /> 2 3-10 7.5YR3/4 - Is Osg — ml gs 2f-m 0.7 1.6 <br /> 3 10-24 i 7.5YR4/4 - Is Osg ml gs 2f-co 0.7 1.6 <br /> 4 24-56 ( 7.5YR4/4 - s Osg ml gs if-m 0.7 1.6 <br /> 5 56-96 7.5YR5/4 - sr fs Osg ml - - 0.5 1.0 <br /> 1 <br /> Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mglL `Effluent#2=BOD5<-30 mg/L and TSS<3o mg/L <br /> CST Name(Please Print) Signature: J CST Number <br /> Keith Stoner 224059 <br /> -- --- -_..-. _-__-_ <br /> Address Keith Stoner CST ate Evaluation Conducted— <br /> Telephone Number <br /> 23220 Wood Creek Rd Siren,WI 54872 7/8/2019 715-566-0900 <br /> SBI"3301K.07/13) <br />