Laserfiche WebLink
ORIGINAL 1340 <br /> WiisconsinDepartment ofCommerce SOIL EVALUATION REPORT Page 1 of 4 <br /> Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Keith Stoner <br /> Attech complete site plan on paper rot less than 8%x 11 inches in sae. Plan must County <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and Burnett <br /> percent slope,scale or dirnemsions,north arrow,and location and distance to nearest road. Parcel I.D. <br /> 032-5234-02 400 <br /> Please print all information. Reviewed By Dale <br /> Personal irdgmation you provide may be used for saw"purposes(Privacy Lax,s.15.04(1)(m)). � APAIL � <br /> Property Owner Property Location <br /> Marcus+Jennifer Zbinden Govt Lot NW 1/4 SW 1/4 S 34 T 41 NR 15 W <br /> Property Owner's Mailing Address Lot# Blodc# Subtl.Name or CSM# <br /> 6460 Bretton Way 3 Vol. 8 Pg.40 <br /> City State Zip Code Phone Number City i Village ✓.. Town Nearest Road <br /> Chanhassen MN 1 55317 1 952-288-4747 Swiss 29764 Eagle Lake Rd. <br /> ei New Construction Use: ✓ Residential/Number of bedrooms 2 Code derived design flow rate 300 GPD <br /> I Replacement Public or commercial-Describe: <br /> Parent material Glacial Drift Flood plain elevation,H applicable NA <br /> General comments <br /> and recommendations: See attatched job memo page. <br /> AOMO AS 6 LIA)b nHd 3°140) <br /> ❑Boring# Boring <br /> r Pit Ground Surface elev. 97.95 ft. Depth to limiting factor 75" in. Sod Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW <br /> in. Mumed Du.Sz.Cont Color Gr.Sz.Sh. 'Eff#1 'Eff#2 <br /> 1 0-5 7.5YR3/2 - Is tmsbk mvfr cs 3f-co .7 1.6 <br /> 2 5-21 7.5YR3/4 - Is Osg ml gs 3f-co .7 1.6 <br /> 3 21-50 7.5YR4/4 - s Deg ml gs 2f-co .7 1.6 <br /> 4 50-74 7.5YR5/4 - s Deg ml gs .7 1.6 <br /> 5 74-80 7.5YR5/4 c2d5YR5/8 s osg ml .7 1.6 <br /> Boring# _: Boring <br /> PN Ground Surface elev. 98.20 ft. Depth to limiting factor 75" in. Soil Application Rate <br /> Horizon Depth Dominard Color Redox Description Texture Structure Consistence Boundary Roots GPDM' <br /> in. Munsell Du.Sz.Cont Color Gr.Sz.Sh. -Et1#1 'Etf#2 <br /> 1 0-4 7.5YR3/2 - Is 1msbk mvfr cs 3f-co .7 1.6 <br /> 2 4-19 7.5YR3/4 - Is Osg ml gs 3f-co .7 1.6 <br /> 3 19-53 7.5YR4/4 - s 0sg ml gs 2f-co .7 1.6 <br /> 4 53-75 7.5YR5/4 - s Osg ml gs .7 1.6 <br /> 5 75-82 7.5YR5/4 c2d5YR5/8 s Osg ml - - .7 1.6 <br /> Effluent#1 =SOD?30<220 mg/L and TSS>30<150 mg& 'Effluent#2=BOD S30 mg/L and TSS<30 mg/L <br /> CST Name(Please Print) Signature: CST Number <br /> Keith E. Stoner 224059 <br /> Address Keith Stoner Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd.,Siren,WI 54872 4/4/08 715-653-2324 <br />