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Wisconsin Department of Safety and Professional Services `�S _ r <br /> Division of Industry Services SOIL EVALUATIONREPORT Page 1 of 4 <br /> in accordance with SPS 383,Wis. Adm. Code County BURNETT <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. 07-040-2-39-19-27-2 02-000-011700 <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Date <br /> vi wed y <br /> Please print all information. <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). I <br /> Property Owner Property Location El0 <br /> RONALD J.&SANDRA M.BODICK Govt.Lot NW 1/4 NW 1/4 S 27 T 39 N R 19 E(or)W <br /> Property Owner's Mailing Address Lot# i Block# I Subd.Name or CSM# <br /> 514 AMERICAS WAY UNIT 11924 7 1( #5024,VOL 28,P 166 <br /> City State Zip Code Phone Number QCity ©Village QTown Nearest Road <br /> BOX ELDER, I SD I 57719 I ( 612) 363-4140 WEST MARSHLAND i SAND RIDGE TRAIL <br /> New Construction UseE Residential/Number of bedrooms 2 Code derived design flow rate 300 <br /> 0 GPD <br /> flReplacement 0 Public or commercial-Describe: <br /> Parent material SANDY Flood Plain elevation if applicable NA ft. <br /> General comments CONVENTIONAL IN-GROUND TRENCHES--0.7 LOADING RATE <br /> and recommendations: <br /> 1 Boring# Ei Boring <br /> a pit Ground surface elev. 99.30 ft. Depth to limiting factor 66 in. I Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 'Eff#2 <br /> 1 0-8 7.5YR2.5/3 — is I fsbk ml cs 3vf-co 0.7 1.6 <br /> 2 8-31 7.5YR313 -- Is Osg ml gi 2vf-m 0.7 1.6 <br /> 3 31-66 7.5YR4/4 -- s Osg dl ai -- Q.7 1.6 <br /> 4 66-76 7.5YR5/6 12f7.5YR4,6 s Osg dl 0.7 1.6 <br /> ( <br /> 2 Boring# El Boring 97.60 82 <br /> ElPit Ground surface elev. ft. Depth to limiting factor in. <br /> Soil Applica ion Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots I GPD <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. `Eff#1 *Eff#2 <br /> 1 0-10 7.5YR2.5/3 -- Is 1 f-msbk mvfr cs 3vf-co 0.7 1.6 <br /> 2 10-27 7.5YR3/3 -- Is Osg dl gi 2vf-m 0.7 1.6 <br /> 3 27-82 7.5YR5!6 -- s Osg dl -- __ 0.7 1.6 <br /> •Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L i' *Effluent#2=,Bfi�Ds<30 mg/L and TSS<30 mg/L <br /> CST Name(Please Print) Signatt/re/ -'� I CST Number <br /> MARY JO RUPPERT(Hollister's Soil Testing& Design) i��( / //�'L -_, // ,r lcif 224832 <br /> Address /Date Evaluation Gond ed Telephone Number <br /> 28497 KING ARTITUR'S CT.,DANBURY,WI 54830 03 - 16,2022 . 715-426- 1775 <br /> SBD-8330(R07/13) <br />