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Wi �' afiy d D Services C.� I - --1 zz "- P <br /> Divisi of fly SOIL EVALUATION REPORT A #3824 <br /> IGINAli <br /> 1�� 14( 4,13 ,, 1 of 3 <br /> l!i in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST <br /> U ',1 <br /> Atta aper of less than 8'/2 x 11 inches in size. Plan must County Burnett <br /> include, If { -verb al a horizontal reference point(BM),direction and <br /> perterittidgel,itteal OM AN orth arrow,and location and distance to nearest road. Parcel I.D. <br /> 07-020-2-40-16-14-5 05-006-014000 <br /> W1 _ /6;( lease print all information. Re iewed Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). o'�A I /0/Q% <br /> Property Owner Property Location �G;r.k-(4, G�iY {` J <br /> Kristi Ball And Dana Craig Govt.Lot 4,5,6 NW1/4, SW1/4, S14,T40N, R16W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# l /b <br /> 7834 Queensland Ln N 23 CSM#1604 Vol. 8 Pg. 187 <br /> City State Zip Code Phone Number ❑ CityVillage 3 2QZ <br /> ❑ g ® Town Nearest Road <br /> Maple Grove 1 MN1 55311 1 612-802-1625 Oakland I 6541 S Veit Drive <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 Sandy Outwash Flood plain elevation,if applicable NA ft. <br /> General comments Propose two 7 x 62'At-Grade mound cells. Upslope cell with a system elevation/pipe contour=96.00'and downslope cell system <br /> and recommendations: elevation/pipe contour=93.90'. Upslope pipe contour staked onsite. <br /> 1 Boring# <br /> ❑Boring <br /> ®Pit Ground surface elev. 93.60 ft. Depth to limiting factor 41 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Eff#1 *Eff#2 <br /> 1 0-6 7.5YR2.5/2 - Is lfgr mvfr cs 3f-co 0.7 1.6 <br /> 2 6-16 7.5YR3/4 - Is lfgr mvfr gs 3f-co 0.7 1.6 <br /> 3 16-25 7.5YR4/4 - s Osg ml gs 2f 0.7 1.6 <br /> 4 25-41 5YR4/4 - srs 0sg ml gs 2f 0.7 1.6 <br /> 5 41-58 5YR4/4 c2d5YR5/8 srs 0sg ml gs 1f 0.7 1.6 <br /> 6 58-91 5YR4/4 - cos 0sg ml - - 0.7 1.6 <br /> #5-1/2-2"lamellae bands 5YR3/4 *Inclusions of structure sI/scl <br /> 2 Boring# <br /> ❑Boring <br /> ®Pit Ground surface elev. 98.14__ft. Depth to limiting factor 45 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 <br /> 1 0-6 7.5YR2.5/2 - Is lfgr mvfr cs 3f-co 0.7 1.6 <br /> 2 6-24 7.5YR3/4 - Is lfgr mvfr gs 3f-co 0.7 1.6 <br /> 3 24-41 7.5YR4/4 - s Osg ml gs 2f 0.7 1.6 <br /> 4 41-45 5YR4/4 - srs Osg ml gs 2f 0.7 1.6 <br /> 5 45-62 5YR4/4 f2d5YR5/8 sl ifabk mfr gs if 0.4 0.7 <br /> 6 62-74 5YR4/4 - srs Osg ml - - 0.7 1.6 <br /> #6-1/2-2"bands 5YR3/4 structured sI <br /> Effluent#1 =BOD 5>30<220 mg/L and TSS>30< 50 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L <br /> CST Name(Please Print) S' n r CST Number <br /> Keith Stoner kC - 224059 <br /> Address Keith Stoner CST Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd Siren,W 54872 8/18/2023 715-566-0900 <br /> SBD-8330(R_07/13) <br />