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sjd?04,'2001 16: r7>:. 6«8848486'3 -PHOST >- .3 't —t 5 r .+- r lDt. 0.i <br /> VJiscori to Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 <br /> f)ivl.:lon of Safety and Windings <br /> In accordance high Comm 85.W . Arlm. Corte <br /> County Dane <br /> Attach complete site plan on paper not frras than 8 1t2 x 11 inches in size.Plan must .,,_-. -_ <br /> Include.but not limited to:vertical and horizontal reference point( f.d),direction and Parcel I,D. <br /> percent elope,scale cr dimenciona,notch arrow.and location end d stance to nearest road. 0611-252-9080-7 <br /> Please print all Information. Rr<viewed bY Dote <br /> Pnr',rynat tnform01irn you vn vido may bo use/ler necondsry purpcsev(f 4v,acy caw.c.t5 nn t t)(m)), I <br /> Properly Owner Property Location <br /> Arnett Holdings&Investments, LLC Govt.t.r,t SWiit NW 1J4 s 25 T 6 N R 11 E*OW <br /> Properly Owner's Malang Address Lot it Block# Subd.Mrtme or CSMft <br /> 3.716 County Highway_A _ 9.6 Acre Met©s&Bounds Parcel <br /> City Slate Zip Code Phone Number fl City ❑VIII7ge "retvn Nearest Road <br /> _Stoughton, I WI 1 53509 it 608)-516-5600 Pleasant Springs Tower Drive <br /> 6 Nov.Construction Use:rfi Residential/Number of bedroorne. 4 Code derived design Ito a rate ' 600 GPO <br /> C]Replacement C] Public or commercial-Deucribe: _ <br /> Parent material Loess o ver Glacial Till Food Plain ofevatibn If applicable N/A It <br /> General sornments Suitable for Conventional System <br /> and recommendation!:: <br /> — Boring pp <br /> Poring It V-U 104 <br /> pit Ground surface elev. _ ft, Depth to limiting factor -in, 5011 Application Rate <br /> Horizon Depth Dominant Color Rorlor..Description Texture Structure Consistence 8nundary Roots GPOfg' <br /> in. tvtunoeli 00.Sz. Cont_Color Gr.Sz.Sh. 'EtfWJI _ 'Efftl2 <br /> A 0-10 10YR3/2 None sil 2fsbk mvfr cs 2vf-c 0.6 0.8 <br /> 81 10-29 10YR4/4 None sic! 2msbk mfr gs 1vf-c 04 0.6 <br /> 132 29-40 10YR413 None sicl 1cobk mfi gs lvf-m 0.2 0.3 <br /> II133 40-52 7.5YR4/6 None scl lcsbk mfr cs 1vf-f 0.2 0.3 <br /> _ <br /> DC 52-104 10YR5/4 None s1 1 msbk mfr cs . 0.4 0.7 <br /> R 104+ . Sandstone Bed ock <br /> Porin{1# <br /> Boring <br /> 2 pit Ground surface efev. 98-0 ft. Depth to Ilmtting factor 108 <br /> in Soil Application Rate <br /> Horl4on Depth Dominant Color Pod:' DercripUon Texture Structure CCn515tence pound:try Roots_ GPO/ft' <br /> in, f.tun:el! Chi.Sz. Cont.Caior Sr.Sz.Sit. 'Etfffl 't:fftf2 <br /> A 08 10YR312 None slI 2fsbk mvfr cs 2vf-c 0.6 0.8 <br /> 131 8-30 10YR4/4 None sicl 2msbk mfr gs 1vf-c 0.4 0.6 <br /> 82 30-40 10YR413 None stcl lcsbk mfi gs 1vf-m 0.2 0.3 <br /> • <br /> II83 40-60 7.5YR416 None scl lcsbk mfr cs lvf-f 0.2 0.3 <br /> DC 60-108 10,0014 None sl lmsbk mfr cs 0.4 0.7 <br /> -Effluent In -BODe>30<220 mfgIL And 1-$C X30<150 mgrs_ 'Effluent#2=POD.=30 mpg.and TSS<30 mg&L <br /> C3T i-tame(Please Print) SlQnatiJr!+ " <br /> CST Number <br /> Paul A.Hardy ,-4?!.?�;'^��� 225394 <br /> Addle Sc Date Evaluation Condtectefd Telephone Number <br /> 7226 Timbcrwood Drive, Madison,WI 53719 4-4-07 608-848-4869 <br />