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r � <br /> NicesCS i at-t 4- t <br /> D""S10f 1 �Zl s�r� SOIL EVALUATION REPORT 1 of 3 <br /> J U N 2 5 2021 in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST <br /> complete site plan on papd not 1 than 8Yz x 11 inches in size. Plan must County Bumeft <br /> ncl nd h ' ontal reference point(BM),direction and <br /> rcent nsiop,no arrow,and location and distance to nearest road. Parcel I.D. <br /> Lan Services De artmen 07-034-2-37-18-22-1 02-000-014000 <br /> 211,11Information. Reviewed By 1 Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). L J• r /•3p. Z! <br /> Property Owner Property Location o-vZit; v\ C <br /> Dean&Barb Anderson Govt.Lot 2 NW1/4, NE1/4,S22,T37N, R18W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> PO Box 536 3 1 CSM Vol. 19 Pg.53 <br /> City State Zip Code Phone Number ❑ City ❑Village® Town Nearest Road <br /> Grantsburg I WI 1 54840 715-205-7768 Trade Lake I 11560 Pine Lake Rd <br /> ❑New Construction Use: ® Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD <br /> ®Replacement ❑ Public or commercial-Describe: <br /> Parent material Loamy alluvium over Clayey Lacusti ine deposits Flood plain elevation,if applicable NA ft. <br /> General comments Propose a 4.5 x 100'mound dispersal cell located along the 96.7Y contour with a system elevation=99.20'. Mound contour staked <br /> and recommendations: onsite. Interpretive Determination required. <br /> i Boring# <br /> ❑Boring <br /> ®Pit Ground surface elev. 96.08 ft. Depth to limiting factor 10 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. 'Et1#1 'Effn <br /> 1 0-7 10YR2/2 - fsl 2msbk mvfr cs 3f-m 0.4 0.8 <br /> 2 7-10 10YR2/2 - fsl 1-2f-msbk mvfr gs 2f 0.2 0.6 <br /> 3 10-14 10YR4/4 f2d5YR5/8 fsl 2fsbk mvfr gs 2f 0.4 0.8 <br /> 4 14-21 10YR4/4 c2d5YR5/8 fsl 2fsbk mvfr gs if 0.4 0.8 <br /> 5 21-26 10YR4/4 c2d5YR5/8 Ifs Osg ml gs - 0.5 1.0 <br /> 6 26-33 5YR5/3 m2d5YR5/8 sid 2msbk mvfr - - 0.4 0.6 <br /> 7.5YR6 2 <br /> Root pore linings dear <br /> 2]Boring# ❑Boring <br /> ®Pit Ground surface elev. 96.73 ft. Depth to limiting factor 12 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f12 <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Ef1#1 'Eff#2 <br /> 1 G-10 10YR2/2 - fsl 2msbk mvfr a 3f-m 0.4 0.8 <br /> 2 10-12 10YR2/2 - fsl 2fsbk mvfr gs 3f-m 0.4 0.8 <br /> 3 12-19 10YR5/4 c2d5YR5/8 fsl 2msbk rn f* - 2f 0.4 0.8 <br /> Shovel pit 'Soil becoming very moist at 19" Well structured A horizon with no redox visible. Bottom of old plow pan somewhat weak platy <br /> Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BODs<30 mg/L 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 Telephone Number <br /> 23220 Wood Creek Rd Siren,WI 54872 4/22/2021 715-566-0900 <br /> SBD-8330(R.07l13) <br />