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Wisconsin Department of Safety and Professional Services <br /> Division of Industry Services SOIL EVALUATION REPORT ' " ' ' ` #3017 <br /> _ Page 1 of 3 <br /> in accordance with SPS 385,Wis.Adm.Code ' Keith Stoner CST <br /> Attach complete site plan on paper not less than 8'/= County x 11 inches in size. Plan must 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 I.D. <br /> Please print all information. <br /> 07-018-2-39-36-35-5 16-019-016000 <br /> Reviewed By 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 /> Peter&Barbara Trettel Govt.Lot 2 1/4, 1/4, S35,T39N, R16W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 15120 42nd Ave N Aspen Bay Condominium-Unit#6 <br /> City State Zip Code Phone Number CityVillage g ® Town Nearest Road <br /> Plymouth MN 1 55446 1 612-240-8475 Meenon 1 24803 Clam Lake Drive <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 Clutwash Flood plain elevation,if applicable NA ft. <br /> General comments Propose two 7.5 x 20'mound cells requiring an Individual Site Design. Locate the upslope cell along the approximate 98.50'contour <br /> and recommendations: with a system elevation=99.00'for both cells. Cell will be place over existing drywell. <br /> Boring# ❑Boring Fil <br /> F"IPit Ground surface elev. 97.09 ft. Depth to limiting factor 32 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. *E01 •Eff#2 <br /> 1 0-4 7.5YR3/2 Is lfgr mvfr gs 3f-m 0.7 1.6 <br /> 2 4-13 7.5YR3/4 Is Osg ml gs 3f-co 0.7 1.6 <br /> 3 13-32 7.5YR4/4 - s Osg ml gs 2f-co 0.7 1.6 <br /> 4 32-43 7.5YR4/4 c2d5YR5/8 s Osg ml gs lf-co 0.7 1.6 <br /> 5 43-80 7.5YR5/4 c2d5YR4/6 fs Osg ml - - 0.5 1.0 <br /> #5-dense sand *Saturated at 68" *H2O at 80" <br /> Boring# ❑Boring <br /> Z PH Ground surface elev. 96.94 ft. Depth to limiting factor 26 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. 'Eff#1 'Eff#2 <br /> 1 0-5 7.5YR3/2 Is lfgr mvfr gs 3f-m 0.7 1.6 <br /> 2 5-15 7.5YR3/4 - Is Osg ml gs 3f-m 0.7 1.6 <br /> 3 15-26 7.5YR4/4 - s Osg ml gs 2f-m 0.7 1.6 <br /> 4 26-32 7.5YR4/4 c2d5YR5/8 s Osg ml gs if-m 0.7 1.6 <br /> 5 32-40 7.5YR5/4 m2d5YR4/6 fs Osg ml - - 0.5 1.0 <br /> Effluent#1 =BOD 5>30<220 mgA-and TSS>30<150 mg& Effluent#2=BOD5<30 mg/L and TSS<30 mg/L <br /> CST Name(Please Print) Signature: �( CST Number <br /> Keith Stoner �/i. 224059 <br /> Address Keith Stoner CST Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd Siren,WI 54872 6/12/2015 715-566-2128 <br /> SBD-8330(807/13) <br />