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w <br /> Wisconsin Department of Safety and Professional Services C ` CCU +7 Page 1 of 3 <br /> Division of Industry Services Tc <br /> SOIL EVALUATION REPORT <br /> In accordance with SPS 385,Wis. Adm. Code County <br /> Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, Burnett <br /> but not limited to:vertical and horizontal reference point(BM),direction and percent slope, Parcel I.D. <br /> scale or dimensions, north arrow,and location and distance to nearest road. Pcl#07-018-0-39-16-26-2-01-000-011000 Ref#2529 <br /> Please print all information. Reviewed by Date <br /> Personal information you provide may be used for secondary pu oses Priva Law,s. 15.04 1 m . <br /> Property Owner Property Location ❑ <br /> Bill&Sheryl Schumaker Govt. Lot NE '/4 NW %< S 26 T 39 N R 16 E (or) W <br /> Property Owner's Mailing Address Lot# Block# Subd. Name or CSM# <br /> 1070 Scott Rd na na na <br /> City State Zip Code Phone Number ❑city ❑Village ®Town Nearest Road <br /> Hudson WI 54016 Meenon Peterson Rd. <br /> ® New Construction Use:❑ Residential/Numberof bedrooms 3 Code derived design flow rate 450 GPD <br /> ❑ Replacement ❑ Public or commercial—Describe: <br /> Parent material Glacial Outwash Flood Plan elevation if applicable na ft. <br /> General comments and recommendations: Site suitable for In-ground POWTS with 0.5 gpd/sq/ft.design loading rate. Recommended system infiltrative <br /> surface elevaton to be 96.00'. Horizons#5 of all profiles contain 1/2"-2"bands of 7.5yr4/6 Ifs spaced at 5"-12". <br /> EBoring# ❑ Boring <br /> ® Pit Ground surface elev.99.43 ft. Depth to limiting factor>84"in. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 <br /> In. Munsell Qu.Az.Cont. Color Gr.Sz.Sh. <br /> *Eff#1 *Eff#2 <br /> 1 0-3 10yr3/2 none sl 2fgr mvfr cs 1vf,fm 0.6 1.0 <br /> 2 3-10 10yr3/4 none Ifs Osg ml cw 2fmc 0.5 1.0 <br /> 3 10-37 10ry4/4 none s Osg ml cw 1fmc 0.7 1.6 <br /> 4 37-60 10yr6/4 none s Osg ml aw 1vf,fm 0.7 1.6 <br /> 5 60-84 10yr6/4 none s w/Ifs Osg ml <br /> bands g - - 0.5 1.0 <br /> 2❑ Boring# ❑Boring <br /> ® Pit Ground surface elev.99.51 ft. Depth to limiting factor>86"in. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 <br /> In. Munsell Qu.Az.Cont. Color Gr.Sz.Sh. <br /> *Eff#1 *Eff#2 <br /> 1 0-3 10yr3/2 none sl 2fgr mvfr cs 1vf,fm 0.6 1.0 <br /> 2 3-13 10yr4/4 none Is Osg ml cw 2fmc 0.7 1.6 <br /> 3 13-43 10yr4/6 none s Osg ml cw 1fmc 0.7 1.6 <br /> 4 43-48 10yr6/4 none s Osg ml gw 1fm 0.7 1.6 <br /> 5 48-86 10yr6/4 none s w/Ifs Osg ml <br /> bands - 0.5 1.0 <br /> 6 <br /> *Effluent#1 =BOD, >30<_220 m / and TSS>30:5 150 m /L uent#2=BOD,>30 5 220 m /L and TSS>30<_150 m /L <br /> CST Name(Please Print) Signa re CST Number .I 1 James K.Thompson 30021 <br /> Address Date Evaluation Conducted Telephone Number <br /> 340 Paulson Lake Lane,Osceola,WI 54020-5413 May 3,2019 715 248-7767 <br /> SBD-8330(R04/15) <br />