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• Wisconsin Department of Safety and Professional Services ORIGINALPage 1 of 3 <br /> Division of Industry Services C,���5 —�(� <br /> SOIL EVALUATION REPORT <br /> In accordance with SPS 385,Wis. Adm. Code County <br /> Burnett <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, <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. 07-032-2-41-16-34-3 02-000-014000 <br /> Please print all information. Re iewed by cDate <br /> Personal information you provide may be used for secondary purposes Priva Law,s. 15.04 1 m . 5 / J <br /> Property Owner Property Location ❑ <br /> ROBERT C MACHGAN Govt. Lot 1 % %4 S 34 T 41 N R 16 E (or) <br /> Property Owner's Mailing Address Lot# Block# Subd. Name or CSM# <br /> 3654 VERMILION CT N 1 PCL GOV LOT 1 SEC 33&NW SW SEC 34 <br /> City State Zip Code Phone Number ❑City ❑Village ®Town Nearest Road <br /> EAGAN, MN 55122 651 724-8339 1 Swiss Long Lake Trail <br /> New Construction Use: ® Residential/Number of bedrooms 2 Code derived design flow rate 300 GPD <br /> ® Replacement ❑Public or commercial—Describe: <br /> Parent material Sandy outwash Flood Plan elevation if applicable N/A ft. <br /> General comments and recommendations: Mapped as 399D Grayling Sand <br /> -r 2225( <br /> 1❑ Boring# ❑ Boring <br /> ®Pit Ground surface elev.98 ft. Depth to limiting factor 108 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. *Eff#1 *Eff#2 <br /> 1 0-4 7.5yr3/2 Is 2mbk mvfr cs 3f .7 1.6 <br /> 2 4-24 7.5yr5/6 s Osg ml dw 1f2m .7 1.6 <br /> 3 24-108 7.5yr6/4 s Osg ml 1f .7 1.6 <br /> Boring# ❑ Boring <br /> 2❑ <br /> ® Pit Ground surface elev.94.5 ft. Depth to limiting factor 96 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. *Eff#1 *Eff#2 <br /> 1 0-5 7.5yr3/2 Is 2mbk mvfr cs 3fl m .7 1.6 <br /> 2 5-25 7.5yr5/6 s Osg ml dw 21`1 m .7 1.6 <br /> 3 25-96 7.5yr6/4 s Osg mml I .7 1.6 <br /> *Effluent#1 =BOD,>30 5 220 m /L and TSS> <_150 m /L *Effluent#2=BOD,>30 5 220 m /L and TSS>30<_150 m /L <br /> CST Name(Please Print) Si re CST Number <br /> Jon Schmitz 247338 <br /> Address Date Evaluation C ed _ Telephone Number <br /> PO Box 160 Shell Lake WI 54871 4-17-25 715-520-2434 <br /> SBD-8330(R04/15) <br />