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SOIL EVALUATION REPO R 1 G I N A Page 1 of 307 <br /> Wrsronsin Department of Commerce Daniels Plumbing&Heating Inc. <br /> Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code <br /> County <br /> Attach complete site plan on paper not less than 8'%x 11 inches in size. Plan must Burnett <br /> include,but not limited to:vertical and honzontal reference pant(BM),direction and Parcel I.D. <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 020-4319-02 300 <br /> Please print all information. Reviewed By7 Date �r <br /> Personal information you provide may be used for secondary purposes(Privacy Law.s.15.04(1)(m)). /� <br /> Property Owner Property Location 5!/2. NE 5 W F S 112- NW SC <br /> Govt.Lot na 1/4 1/4 S 19 T 40 N R 19 W <br /> Steffen,Arthur H <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSW <br /> ria ria Na <br /> 601 3rd Ave <br /> City State Zip Code Phone Number J City Village d <br /> Town Nearest Road <br /> — pSGcol-A WI 54W 715-294-3267 Oakland Lake Ave <br /> 01 Use: Code derived design flow rate 450 GPD <br /> New Construction � Residential/Number of bedrooms 3 <br /> I Replacement j Public or commercial-Describe: <br /> Parent material glacial till I"plain elevation,if applicable na <br /> General comments <br /> and recommendations: conventional system using standard infiltrator 21 units 11 one trench 10 in 2nd trench System elevation <br /> 96.00 Aft area 95.50 <br /> a Boring# -j Boring >80 in. Sal Application Rate <br /> lim Pit Ground Surface elev. 98.80 ft. Depth to limiting factor <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots /if <br /> •Eff#1 "Eff#2 <br /> 1 0-5 10YR 3/3 none s 0 sg in I a w 3 of .7 1.2 <br /> 2 5-31 7.5YR 4/4 none m s 0 sg m I a s 3/m/co 7 1.2 <br /> 3 31-80 7.5YR 4/6 none cc s 0 sg <br /> m 1 — — .7 1.2 <br /> hon 2&3 with gravel <br /> Boring# -s! BoringIM >80 in. Soil nation Rate <br /> Pit Ground Surface elev. 98.48 ft. Depth to limiting factor <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' <br /> "Eff#1 •Eff#2 <br /> 1 0-8 10YR 313 none s 0 sg m I a w 3 of .7 1.2 <br /> 2 848 7.5YR 4/4 none m s 0 sg m I a s 2 m .7 1.2 <br /> 3 48-80 7.5YR 4/6 none s <br /> 0 s ml — — .7 1.2 <br /> 13 <br /> •Effluent#1 =BOD?30<220 mg/L and TSS>30<15D mg/L "Effluent#2=BOD-<-3D mglL and TSS<�0 mglL <br /> Signature- CST Number <br /> CST Name(Please Print) � 223463 <br /> Joan E Daniels ne Number <br /> Address Daniels Plumbing&Heating Inc. Date Evaluation Conducted Telephone <br /> 502 715-349-5533 <br /> PO Box 316,Siren,WI 54872 <br />