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WSconsin Department of Safety and Professional Services <br /> Division of Industry Services ` ` `SOIL EVALUATION REPORT . ' "1�L #1310 <br /> C C� Page 1 of 3 <br /> S <br /> in accordance with SPS 385,Wis.Adm.Code — D0 Keith E.Stoner <br /> Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County Burnett <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel LD- <br /> 07-042-2-38-18-34-5 05-007-021220 <br /> Please print all information. Fleviewed Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). <br /> Property Owner Property Location <br /> Donald And Melinda Deye Govt.Lot 7 1/4, 11/4,S34,T38N, R18W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 898 322nd Ave. N.E. 4 1 Cam Vol.23 Pg.47 <br /> City State Zip Code Phone Number n City h Village ® Town Nearest Road <br /> Cambridge MN 1 55008 1 Wood River I Cty Rd. M <br /> New Construction Use: ® Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD <br /> Replacement ❑ Public or commercial-Describe: <br /> Parent material Glacial Till Flood plain elevation,if applicable Na ft. <br /> General comments Propose a 6 x 75'Mound Dispersal cell located along the 100.00'contour with a System Elevation of 101.42.Upslope contour is <br /> and recommendation: staked on Site. <br /> ❑ Boring# Boring <br /> [pit Ground surface elev- 99.79 ft. Depth to limiting factor 22 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure ConsistenCE Boundary Roots GPD/R' <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. `ER#1 -EfW2 <br /> 1 0-10 5YR2.5/2 Its lfgr mvfr Cs 3f-m 0.5 1.0 <br /> 2 10-22 5YR3/3 - Its Osg will gs 2f-m 0.5 1.0 <br /> 3 22-52 5YR4/4 c2d 5Y16/8 Is Osg ml gs 2f-m 0.7 1.6 <br /> 4 52-66 gley 7-10y c2d 5YR5/8 marl m mvfr - - 0.0 0.0 <br /> 2 Boring# <br /> Boring <br /> ®Pit Ground surface elev. 97.09 ft. Depth to limiting factor 20 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Elr#1 *ER#2 <br /> 1 0-10 5YR2.5/2 Its lfgr mvfr Cs 3f-m 0.5 1.0 <br /> 2 10-18 5YR3/3 - Ifs Osg ml gs 2f-m 0.5 1.0 <br /> 3 18-20 5YR4/4 - Is Osg ml gs 2f-m 0.7 1.6 <br /> 4 20-30 5YR4/4 c2d 5YR5/8 Is Osg ml gs 2f-m 0.7 1.6 <br /> 5 30-44 5YR4/4 m2d 5YR5/8 s Osg ml - if--m 0.7 1.6 <br /> Effluent#1 =BOD?30<220 mg/L and TSS>30<150 mg/L Effluent#2=BOD5<30 mg/L and TSS 7S_30 mg/L <br /> CST Name(Please Print) Signature: CST Number <br /> Keith E. Stoner 224059 <br /> Address Keith E.Stoner Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek rd.Siren,WI 54872 61=015 715$53-2324 <br /> SBD-8330(x07113) <br />