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Wisconsin Department of Safety and Professional Services 1411 <br /> Division of Industry Services <br /> SOIL EVALUATION REPORT Page I of 4 <br /> —16-31-3Ken Strabel <br /> in accordance with SPS 383,Wis. Adm. Code <br /> Attach complete site plan on paper not less than 8%:x 1.1 inches in sae. Plan nwCountyst Burnett <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and =, <br /> percent slope,scale or dimensions,north arrow,and locaWn and distance to nearest road. Parcel l.D. <br /> 07-030-2-38-16-04-5 05-012-011000 <br /> Please print all information. Reviewed ey Date <br /> Personal informal=you provide may be used for secondary purposes(Privacy law,s.15.04(1)(m)) A 20(5 <br /> Property Owner Property Location <br /> Donlin,John& Barbara Govt.Lot 12 1/4 1/4 S 4 T 38 N R 16 W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 24520 Lind Rd <br /> City State Zip Code Phone Number City Village 16 Town Nearest Road <br /> Siren WI 1 54872 1 (715)349-5277 Siren 1 24520 Lind Rd <br /> _f New Construction Use: ii Residential/Number of bedrooms 3 Code derived design flow rate 600 GPD <br /> ✓J Replacement J Public or commercial-Describe: <br /> Parent material Glacial Till Flood plain elevation,if applicable n/a <br /> General comments <br /> and recommendations: Conventional Cell(SE=98.0')lift pump needed or raise pipe in basement Mapped as 4968-Karlsborg <br /> loamy sand, 1 to 6 percent slopes <br /> Boring# I Boring <br /> ✓j Pit Ground Surface elev. 98.8 ft. Depth to limiting factor 54 in. Sal Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD& <br /> in. Munsell Qu.Sz.Cont.Caor Gr.Sz.Sh. 'Eff#1 `Eff#2 <br /> 1 0-7 7.5YR 3/2 None Is lmsbk mvfr as 2f 0.7 1.6 <br /> 2 7-20 1OYR 5/4 None Is Osg ml as 1f 0.7 1.6 <br /> 3 20-54 1OYR 4/4 None Is Osg ml as 1f 0.7 1.6 <br /> 4 54-60 10YR 5/2 c2d 5YR 5/8 c m mfr — 0 0.0 0.0 <br /> SE@10" <br /> Boring# Boring <br /> e Pit Ground Surface elev. 99.1 ft. Depth to limiting factor 50 in. Sal Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDHI' <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 `Eff#2 <br /> 1 0-7 7.5YR 3/2 None Is lmsbk mvfr as 2f 0.7 1.6 <br /> 2 7-22 1OYR 5/4 None Is Osg ml as 1f 0.7 1.6 <br /> 3 22-50 1OYR 4/4 None Is Osg ml as 1f 0.7 1.6 <br /> 4 50-55 10YR 5/2 c2d 5YR 5/8 c m mfr -- 0 0.0 0.0 <br /> SE@13" <br /> Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD5<30 mg/L and TSS<_30 mg/L <br /> CST Name(Please Print) Signature: CST Number <br /> Ken Strabel 2 224181 <br /> Address Ken Strabel Date Evaluation Conducted Telephone Number <br /> 7735 Airport Rd.,Webster,WI 54893 4/28/2015 715-349-2990 <br />