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ORIGINAL <br /> 1371 <br /> wsconsin DepaVnent of Commence SOIL EVALUATION REPORT page 1 of 5 <br /> Division of Safety and B0ildings in a=rdance with Comm 85,Wis.Adm.Code Keith Stoner <br /> Attach mmgete site plan on peps not less than 8%z 11 inches in she. Plan mat County <br /> Include,but not armed :vertical and horumtai rekrence pow(BMJ,direction and Burnett <br /> percent slope,scab ordknemaWm,north arrow,and location and distance lo nearest mad. Parcel I.D. <br /> 02 134-03804 <br /> Please print all informadon. Reviewed By Date <br /> peaond ahmatim you Ka"may be used to secmWav pePoses(Privacy Lar,a 15.04(1)(m)).. 2�a U$ <br /> Property Owner Property Location <br /> Mike+Valerie Naval Gond.Lot Gov. Lot 5 1/4 19 S 34 T 40 N R 14 W <br /> Property Owners Mailing Address Lot# Blodr# Subd.Name or CSM# <br /> 11369 Swallow Circle 4 CSM Vol. 15 Pg.54 <br /> City State Zip Code Phone Number J City J Village ✓ Town Nearest Road <br /> Minneapolis I MN 1 55433 612-298-9445 Scott I Pepin Rd. <br /> ✓!New Construction Use: ✓ Residential/Number of bedrooms 2 Code derived design flow rate 300 GPD <br /> J Replacement J Public or commercial-Describe: <br /> Parent material Glacial Drift Flood plain elevation,if applicable NA <br /> General comments <br /> and recommendations: See Attached <br /> MAPPED es ¢95 D : XAA15 okG- aMffVOW- P"ID; Com L6K <br /> Boring# J Boring <br /> J✓ Pit Ground Surface elev. 94.5 ft. Depth to limiting factor 70 in. Sol Appllcadon Rate <br /> ftkon Depth Dadrnact Color Redac Deemp8on Tezhse 8#U*n Corebbroe Bourday Roots <br /> in. MW" ou.Sz.Cont Color Gr.sz.Sh. •Eff#1 E <br /> 1 0.5 7.5YR3/2 is 1 msbk mvfr Cs 3f-m .7 1.6 <br /> 2 5.27 7.5YR3/4 Is Osg ml gs 2f-co .7 1.6 <br /> 3 27-70 7.5YR4/4 s Osg ml gs 2f-co .7 1.6 <br /> 4 70-82 TSYR 5/4-M c2d 5YR5/8 a Osg ml 1f-co .7 1.6 <br /> Boring Boring <br /> ✓' <br /> Pit Ground Surface elev. 98.20 ft. Depth to limiting factor 58 in. Son Apoicelbn Rate <br /> fia non Depth Dominent Color Redox Desmon Tezhse strum" Comte Boundary Root <br /> in. Munson Qu.Sz.Cad.001a Gr.Sz Sh. •E11#1 -E 2 <br /> 1 0.6 7.5YR3/2 Is lmsbk mv(r Cs 31f-m .7 1.6 <br /> 2 6.30 7.5YR5/4 Is 059 ntl gs 2f-co .7 1.6 <br /> 3 30-52 7.5YR5/4 s Ds9 ml gs 2f-co .7 1.6 <br /> 4 52-58 SYR4/4 Is-sl lmsbk mvfr gs 1f-co .4 .7 <br /> 5 58-64 5YR414 c2d 5YR518 all tmsbk mvfr gs If-co .4 .7 <br /> 6 6484 7.5YR5/4 f2d 5YR518 s Osg ml .7 1.6 <br /> Note:Elevation differences across badrhoe pit=9820'top of pit 96.2u lower end of ptl <br /> •Effluent#1-BOD?30<220 mg/L and TSS>30<150 mg/L •Effluent#2-BOD <30 mg/L and TSS 1S.30 mg/L <br /> CST Name(Please Print) Signature: P CS Number <br /> Keith E. Stoner L 224059 <br /> Address Keith Stoner Date Evaluation Conducted Telephone Number <br /> 23220 Wool Creek Rd.,6iren,W154872 4/9/08 715-653-2324 <br />