Laserfiche WebLink
Wisconsin Department of Safety and Professional Services /°C r"C -� -7 <br /> Division of ltrdttstry Sty SOIL EVALUATION REPORT #3459 <br /> Page _1_of 3 <br /> in accordance with SPS 385,Wis.Adm_Code Keith Stoner CST <br /> Attach complete site tan on , County <br /> r� p paper not less than 8/z 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 /> 7-008-2-3 -14- 05-006-014001 <br /> you provide may be used far secondary purposes{Privacy Law,s.t 5.04(t){m}}. <br /> Personal information ew BY Dated U <br /> / <br /> Property Owner Property Location <br /> Timothy&Suzanne Becker Govt.Lot 1/4, / , 18,T38N, R14W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name r CSM# <br /> 14249 55th Street N 1 CS #4553 Vol.25 Pg.83 <br /> City State Zip Code Phone Number ❑ City ❑Village Town Nearest Road <br /> Oak Park Heights I MN 55082 1 Dewey i 3040 Bashaw Lake Rd <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 Outvvash Flood plain elevation,if applicable ___NA __ft. <br /> General comments Propose two 3 x 54'dispersal cells using a.6 SAP, Center ups1ope tell across contour with a system elevation=107.31'. Locate <br /> and recommendations: dorvnsktpe cell moss contour with a system elevation=106.33% Centertines of cells staked onsite. <br /> Ong# ❑Boring <br /> ®Pit Ground surface elev. 108.13 ft. Depth to limiting factor >77 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description ( Texture Structure Consistency Boundary I Roots GPD/112 <br /> in. E Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 1 *Eft#t *EtfAl2 <br /> 1 0-7 7.5YR2.5/2 - ' Is lfgr mvfr Cs 3f-m i 0.7 1.6 <br /> 2 7-13 7.5YR3/4 - Is Osg ml - gs- 3f 0.7 1.6 <br /> 3 13-26 7.5YR4/3 - Is 05g nd gs 2f-m 0.7 1.6 <br /> 4 26-52 7.SYR4/3 - Is Osg mi gs if 0.7 1.6 <br /> 5 52-77 7.5YR5/4 - srs Osg ml - - 0.7 1.6 ' <br /> #5-horizon very dense/high bulk density <br /> 2 ]Boring# <br /> Boring <br /> ®Pit Ground surface elev. 108.95 ft. Depth to limiting factor __>80 in. Soil Application Rate <br /> Horizon Depth Dominant Color j Redox Description Texture Structure Consists Boundary Roots GPD/ft2 <br /> 9 in. Munsell !, Ou.Sz.Cont.Color Gr.Sz.Sh. Eft#t *EN#2 <br /> 1 0-7 7.5YR2.5/2 - 1 Is ! lfgr i mvfr i Cs 3f 1 0.7 1.6 <br /> 2 7-14 7.5YR3/4 - is Osg --- ml gs 2f 0 7 1.6 - <br /> 3 14-26 7.5YR4/3 - Is Osg ml gs if 0.7 1.6 <br /> 4 26-46 7MR5/4 - Is Osg ml gs 0.7 1.6 <br /> 5 46-80 7.5YR5/4 - srs Osg rrrd - - 0.7 1.6 <br /> Effluent#1 =BODS>30 c 220 mgtL and TSS>30<150 'Effluent#2 BODS c 30 mg1L and TSS<30 mg/L <br /> CST Name(Please Print) Signature: CST Number <br /> Keith Stoner _ 224059 <br /> Address Keith Stoner CST Date Evaluation Conducted -{ _._- <br /> Telephone Number <br /> 23220 Wood Creek Rd Siren,WI 54872 8/6/2019 715-566-0900 <br /> SRI)-8330(K.071!3) <br />