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Home My WebLink About020-1067-60-000 (2) �;'�`��' 3 v, CST-a6,1 - 181 Wisconsin Department ent S Cg n�lSd ices '1� Page 1 of 3 Division of Industry SOIL EVALUATION REPORT a 1 6 2011 5Z �� ^�S AU -1hiIn accord nce with SPS 385.Ws. Adm. Code County St.Croix Attach complete site plan on paper not less lhahaa'$11(2A(1 ches in size. Plan must include. ,,,,,,/n/yt but not limited to:verticaf,and horizontal:refer,. •• : ),direction and percent slope, Parcel I.D. O�O ' 6D.O scale or dimensions,nortl(arrpv4,andI. • and distance to nearest road. -628-496.3T2t}C89 U of#2547 Please print all information. Revien,,re_r-f by //',/ Drattp� y Personal information you provide may be used for secondary purposes(Privacy Law.s. 15.04(1)(m)). 6.j h /1--c4_l I !/i, (ZZ,2- Property Owner Property Location 2 JI LL��JJ(( Anita Sundberg Govt. Lot NE Y. SW '.. S 2, T 29 N R 19 E (or) W Property Owner's Mailing Address Lot# Block# Subd. Name or CSM# 856 Badlands Rd. 03 Na CSM Vol.3, Pg.658 _ City State Zip Code Phone Number ❑City ❑Village ®Town Nearest Road Red Oak Rd.Hudson I WI 154016 I ( ) I I Hudson I Red Oak Rd. ® New Construction Use:® Residential/Number of bedrooms 3 Code derived design flow rate Q GPD ❑ Replacement ❑Publ19��or co�/m�7v�merci I—Describ/a Parent material Glacial driftl !7""'t7rl ty 5)/1" L op,r,Flood Plan elevation if applicable na ft. General comments and recommendations: Site suitable for Mound POWTS. Recommended infiltrative surface to be 99.00'at 6"above 98.50'design contour. El Boring 1 Boring# ® Pit Ground surface elev.99.00 ft. Depth to limiting factor in. Soil Application Rate_ Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft' _ In. Munsell Ou.Az.Cont.Color Gr. Sz.Sh. •Etf#1 'Eff#2 1 0-18 10yr3/3 none sl 2fgr myfr gw 2vf,f 0.6 1.0 2 18-34 10yr2/1 none I 2fsbk mvfr gw 2vf,f 0.6 0.8 3 34-43 10yr3/2 none sl lmsbk mvfr cw 2vf,f 0.4 0.7 4 43-54 1oyr3/3 none sl lmsbk mvfr gw 1vf 0.4 0.7 5 54-74 1oyr3/6 f2d 7.5yr5/8 Is Osg ml aw 1vf 0.7 1 6 6 74-83 10yr4/4 f2d 7.5yr5/8 sit Om mefi - - 0.0 0.0 — El Boring 2 Bonng# ®Pit Ground surface elev. 100.53 ft. Depth to limiting factor 37"in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu Az. Cont.Color Gr. Sz.Sh. 'Eff#1 •EfF#2 1 0-20 10yr2/1 none I 2fgr mvfr rw 2fmc 0.6 008 2 20-26 10yr3/2 none sl lmsbk mvfr 9w 2vf,fm 0.4 0.6 3 26-37 10yr4/3 none sl lmsbk mvfr ow 1vf,f 0.4 0.6 4 37-60 10yr3/6 f2d 10yr4/4 sit lcsbk mfi cw 1vf,f 02 0.3 I I 'Effluent#1 =BOD, >30 5 220 mg/L a d TSS> s 150 mg/L E nt#2=BOD,>30 s 220 rg/L and TSS>30 5 150 mg/L. CST Name(Please Print) Sign re CST Number James K.Thompson a 30021 Address ate Evaluation Conducted Telephone Number 340 Paulson Lake Lane,Osceola,WI 54020-5413 August 19,2019 (715)248-7767 SBD-8330(R04/15) I' ❑ Boring 3 Boring# ®PR Ground surface elev.99.38 ft. Depth to limiting factor 32"in. • Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft' In. Munsell Qu.Az.Cont. Color Gr.Sz.Sh. "Eff#1 'EH#2 1 0-14 10yr2/1 none I 2fgr mvfr cw 2fm1c 0.6 0.8 2 14-23 10yr4/4 none sl lmsbk mvfr cw 2vf,fm 0.4 0.7 3 23-32 10yr4/4 none sicl 2fsbk mfi cw 11m 0.4 0.6 4 32-51 10yr4/4 f2f 7.5yr4/6 sicl lmsbk mfi cw 1fm 0.2 0.3 ceme 5 51-66 7.5yr4/6 f2d 7.5yr4/6 Ifsnt Om mfi - - 0.5 1.0 ed❑Boring 4 Boring# ❑Pit Ground surface elev.96.85 ft. Depth to limiting factor 415"in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 1 0-30 lOyr2ll none I 2fgr mvfr gw 3vf2frn 0.6 0.8 2 30-37 10yr3/2 .none sl lmsbk mfr cw 2vf,f 0.4 0.7 3 37-45 10yr3/4 none sit 2fsbk mfr cw 1vf 0.4 0.6 4 45-50 10yr3/4 f2f 7.5yr5/8 sit 1 msbk mfr gw 1vf 0.2 0 3 5 50-72 10yr4/4 f2f 7.5yr5/ sl 1 msbk mfr cw - 0.4 0.7 6 72-88 7.5yr4/6 none gr Is Osg ml - - 0.7 1.6 ❑Boring Boring# 0 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FP _ In. Munsell Qu.Az.Cont.Color Gr. Sz.Sh. 'Eff#1 'Eff#2 •Effluent#1 =BOD, >30 5 220 mg/L and TSS>30 5 150 mg/L 'Effluent#2=BOD,>30 5 220 mg/L and TSS>30 5 150 mg/L 5017 !urt4.6110,E •E.r a6 7,,r4d,e le 4 rl42",i A4:6t S..ndLegPr"1° I 3, e5../✓ °5, i .4$d, c-/=,3..0t See.2.V r. 9d.R.(94•2. •orArisen,se. ere;x6., foci. 002e-/044-.=o-c bc. d.a.8acecs • 3e7' aJaad••cf b.xsly - - ---- 9 µ /��.C.Pif}l. SS4MC.Cf Gltr` 83 iao.co: 0136,1 97.Sa• it.4. •; Teo ef'/y! 9 sue[.410 r. e.P;,oe. 41,\;$Ia,¢ tk✓. =99.75' 3/ a Zi f'3a v .