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Home My WebLink About030-1097-70-000 t Wisconsin Dep (i Sa fpty and..Bcofkssional Services Division of Indus ry Services age 1 of 3 VR SOIL EVALUATION REPORT ST. CROIX COUNTY In accordance with SPS 385, Wis. Adm. Code County Attach complet. ~(~p yapM11QI3h M$'1/2 x 11 inches in size. Plan must include, St. Croix but not limited ~'~~and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 030-1097-70-000 Ref#2432 Please print all information. Review y Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). / 30 / Property Owner Property Location ❑ AlJohannsen Govt. Lot SE '/4 SE M. S 32 T 30 N 19 E (or) W Property Owner's Mailing Address ::~7A Lot # Block # Subd. Name or CSM# 1205 52nd St. N City State Zip Code Phone Number ❑ City ❑ Village ®Town Nearest Road Hudson WI 54016 (715 781-6978 St. Joseph Rolling Hills Tr. ❑ New Construction Use: ❑ Residential/ Number of bedrooms 4 Code derived design flow rate 600 GPD eplacement ❑ Public or commercial - Describe: lacial Outwash Flood Plan elevation if applicable na ft.~ X General comments and recommendations: Site suitable for in-ground replacement dispersal cell. Recommended infiltrative surface to be installed at 48' - 56" below existing grade at elevations 87.00' & 85.00'. Existing dispersal cell elevation = 94.45'. ❑ Boring # ❑ Boring ® Pit Ground surface elev. 94.65 ft. Depth to limiting factor >99" 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. 1 0-8 10yr3/3 none *Eff#1 *Eff#2 sil 2fgr mvfr as 3fm2c 0.6 0.8 2 8-20 7.5yr4/6 none gr cosl 2msbk mvfr cw 2fm1 c 0.6 1.0 3 20-36 7.5yr4/6 none Is Osg ml 9w 1vf,f,m 0.7 1.6 4 36-60 10yr4/6 none - s Os9 ml 9s - 07 1.6 5 60-99 10yr514 none s Osg dl 0.7 1.6 ❑ Boring # ❑ Boring ® Pit Ground surface elev. 88.79 ft. Depth to limiting factor >98" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Str;Sz. ;re Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. h. 1 0-12 10yr3/3 none *Eff#1 *Eff#2 sil 2fgr mvfr cs 2fmc 0.6 0.8 2 12-24 10yr4/4 none sil 2fsbk mvfr 9w 2fm1c 0.6 0.8 3 24-33 7.5yr4/4 none cosl 2msbk mfr cw 2f1 me 0.6 1.0 4 33-41 7.5yr4/6 none Is Osg ml gw 1 vf,f 0.7 1.6 5 41-98 10yr5/4 none s Os9 ml - - 0.7 1.6 * Effluent #1 = BOD, > 30 < 220 m /L nd TSS > 150 m /L * Effluent #2 = BUD, > 30:5 220 m /L and TSS > 30 < CST Name (Please Print) 150 m /L nature CST Number James K. Thompson rhZ~( Address 30021 ate Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020-5413 March 29, 2016 (715) 248-7767 SBD-8330 (R04/15) f ❑ Boring Depth to limiting factor >96 in. El Boring # ® Pit Ground surface elev. 90.43 ft. Soil Ap lication Rate Horizon Depth Dominant Color Redox Description Texture GSr ructure Consistence Boundary Roots *Ef GPD/Ft*Eff#2 In. Munsell Qu. Az. Cont. Color none sil 2fgr mvfr cs 3fmc 0.6 0.8 1 0.1 10yr3/3 none gr cosl 1 msbk mvfr gw 2fmc 0.4 0.7 2 10-19 7.5yr4/4 none Is Osg ml cs 1fm 0.7 1.6 3 19-31 7.5yr4/6 _ 0.7 1.6 none s Osg ml 4 31-96 10yr5/4 ❑ Boring # Boring ® Pit Ground surface elev. 98.29 ft. Depth to limiting factor >91" in. Soil Application Rate Sh. Consistence Boundary Roots GPD/Ftz Horizon Depth Dominant Color Redox Description Texture Gr. Structure In. Munsell Qu. Az. Cont. Color Sz. *Eff#1 *Eff#2 SO 2fgr mvfr cs 3fmc 0.6 0.8 1 O_g 1 0yr3/3 none 2 8.17 7.5yr4/4 none sl 1 msbk mfr cw 2fmc 0.4 0.7 3 17-31 7.5yr4/6 none Is Osg ml cs I fm 0.7 1.6 0.7 1.6 s Osg ml 4 31-91 10yr5/4 none ❑ Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil A lication 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 * Effluent #1 = BOD, > 30 220 mg/L and TSS > 30 5 150 mg/L * Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L ■ So./ed~/4li~o~P;~ tee. 6XI ~/q~rac~C eICJ,- ,Pa•~' "'.2 5.32 /.2oS'S2."-d /~uds47 r),cJ(, SS~lJ/G / SEY/SEJfISea 3,Z r-7.0, D / 9cc7., 7.0,56 .T,SI./~. .4 pProXJ• /v c o ~ v,-i ~ C~,{t k Sc. C,-oiX X030-10f7-70-czC, ~~rFQCe being 3. GGSS wWd~~ ~fP /a c 'on c ~ e /e c& ,'cu I wN ~ a bu,e, e 3( ; /,'Ey /,',I o, a ew'sdn o C.nc. s.T ~bL 5 9 Proms c~e'd r1I¢~/e uEe e, n 5 „ Kes,o/titGe ko -j d p- etc N\ w 82 ■ ~ ti(Msr~~ C~rneigF'ConcrG~G_S/46. ~ /awn 90 0 ~~o, prne3 ~~Grye P~, 3of~3