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j0 CO <br /> Wsoonsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 <br /> Division of Safety and Buildings <br /> in accordance with Comm 85,Ws. Adm. Code <br /> Attach complete site plan on paper not less than B 1n x 11 inches in size.Plan must County Burnett <br /> Include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. 024-3131-01-300 <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. <br /> Please print all informadon. Reviewe Date <br /> Personal imormatlon you pmvlde may be used for secondary purposes(Prtvacy Lew,a.15.04(1)(m)). 07 <br /> Property Owner Property Location <br /> Dave Perkins Govt.Lot SW im NE 1/4 S 31 T 39 N R 14 � El <br /> Properly Owner's Mailing Address ;Lot* Block# Subd.Name or CSM# <br /> 343 25 1/4 Ave -- <br /> City Siete Zip Code Phone Number ty Village own Nearest Road <br /> Cumberland I Wi 1 54829 1 ( 7;5-822-8064 Rusk Beaver Dam Rd <br /> E] New Construction Use f• Residential/Number of bedrooms 2 Code derived design flow rate 300 GPD <br /> Replacement Pudic or commercial-Describe: <br /> Parent material glacial drift Flood Plain elevation if applicable �a R <br /> General comments <br /> and recommendations: conventional and privy <br /> AIf il) AS (r?AIIC4cw(- /U6LAµ6++ � C4a9 <br /> a Boring# ❑ Boring <br /> 0 Pit Ground surface elev. 95.9 ft. Depth to limiting factor 84 in. Soil Application Rah <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/1F <br /> in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'EB#1 'EfW2 <br /> 1 0-3 7.5yr3/2 — Is osg nil dw Min .7 1.6 <br /> 2 3-30 7.5w4/4 _ is osg ml dw 2f&m .7 1.6 <br /> 3 30-96 7.5yr4/4 — s osg ml — .7 1.6 <br /> 2 ung# Boring 95.9 72 <br /> El Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/IF <br /> in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'Eff#1 '0102 <br /> 1 0-3 7.5yr3/2 Is osg m1 dw 3%m .7 1.6 <br /> 2 3-30 7.5yr4/4 — Is osg nil dw 2f&m .7 1.6 <br /> 3 30-72 7.5yr4/4 ... s osg ml .7 1.6 <br /> Effluent#1 .BOD >30:!220 mglL and TSS>30 1150 rng/L 'Efluept 02-BOD,<30 mgt and TSS<30 mg/. <br /> CST Name (Please Print) KEN SCHMITZ, st/ CST Number <br /> Se tic S stems <br /> Address DeS Evaluatoronducted Telephone Number <br /> P.O. BOX 160 <br /> SHELL LAKE, WI 54871 5 Sept 2007 <br />