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Home My WebLink About038-1241-07-000 NOIL ALUATION REPORT #1781 Department of Comme i rda with Comm 85,Wis.Adm.Code Page 1 of 3 Division f 5 iy a Bui ings j , 0 4 Steel's Soil Service,Inc. County Attach complete situ r not less 8' Ijiyinche in size. Plan must St.Croix include;but not limited to:vert I ar�Ifi I poi (BM),direction and percent slope,scftle ons,noZbt:ttt6x distance to nearest road. Parcel I.D. 03�— a7 —07—D/D Please print all information. Reviewed By Date � Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). �1 10 05 Property Owner Property Location TTR Development, LLC Govt.Lot na SE 1/4, NW 4,S17,T31 N, R1 8W Property Owner's Mailing Address Lot# I Block# Subd.Name of C M# 775 Prairie Center Dr. 160 Flagship Corporate Dr 7 na Hidden Ponds City State Zip Code Phone Number City ❑Village ❑ Town Nearest Road Eden Prairie MN 1 55344 1 952-746-2707 Star Prairie I 216Th Ave ❑New Construction Use: ® Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe: na Parent material End moraines and ridges of ground morarines Flood plain elevation,if applicable na ft. General comments At Grade or Moun_ d Dd esign,system elevation 97.45ft based on contour line elevation 96.45ft. and recommendations: F-1-1 Boring# ❑ Boring ® pit Ground surface elev. 88.65 ft. Depth to limiting factor 65 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Ef#1 *EM 1 0-4 10yr3/1 none I 2msbk mfr cs is .6 .8 2 4-20 10yr4/4 none sil 2msbk mfr a 2f .6 .8 3 20-39 10yr4/4 none sicl 2msbk mfr cs na .4 .6 4 39-54 7.5yr4/4 none ms osg ml gw na .7 1.6 5 54-65 5yr4/4 none sl om mfi na n .2 .6 2]2]Boring# ❑Boring ®pit Ground surface elev. 88.65 ft. Depth to limiting factor 60 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *EfW 1 0-7 10yr3/1 none sil 2msbk mfr CS 2c .6 .8 2 7-26 10yr3/3 none A 2csbk dfr gw 1c .6 .8 3 26-60 5yr4/4 none sl om mfr na na .2 .6 "Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BODS<_30 mg/L and TSS<_30 mg/L CST Name(Please Prin Signatur CST Number David J.Steel 248956 Address Steel's Soil Service,Inc. Date Evaluation Conducted Telephone Number 994 200th St.Baldwin,WI 54002 8/23/2005 715-760-0347 snn-9310 rx.07iai) Property Owner TTR Development, LLC Parcel ID# Pending Page 2 of 3 • ] Boring# D Boring Pit Ground surface elev. 97.45 ft. Depth to limiting factor 60 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munse►I Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-7 10yr3/1 none A 2msbk mfr cs 2c .6 .8 2 7-30 10yr3/3 none sil 2csbk dfr gw is .6 .8 i 3 30-60 5yr4/4 none sl om mfr na na .2 .6 F-1 Boring# Boring 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/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 F-1 Boring# Boring El pit Ground surface elev. ft. Depth to limiting factor in. [Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2 in. Munse►I Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#t *Eff#2 *Effluent#1=BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-9330 M07/00) Steel's Soil Service,Irr. STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel TTR Development, LLC. 994200 th St. CST-POWTSM SEl/4,NW1/4,S17,T31N,R18W Baldwin, W154002 Lic. #248956 Town of Star Prairie,St.Croix Co. Direct 715-760-0347 Hidden Ponds Lot, 7 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement,it may or may not be suitable for your use. The location of this test may or may not be as shown,as permanent lot lines were not established at the time the soil test was conducted. Legend N 1"=40' I ♦ =Benchmark Ele. 100.00 ft Top of 3/4"pvc pipe • =Alt Benchmark Ele. 99.25 ft 0 Top of 3/4"pvc pipe =Borings Boring Elevations B l = 88.65 ft B2= 88.65 ft B3= 97.45 ft B4= 0.00 ft ins 12- 5 �V ins � T3 Z / 7 ! '`'`' C-'7 0 • " A AI ILO jo 0 Qo (.0 00 m XC4 Qo 00 in- 60 Qo iF Qo co glo 00 X 00 N PO Ol cy) X ............. ........... ...... (Z) Q� M.9Z,0(60N -0 4i N ................- ...... ............. tn . ............ Qo r 0 EA ........... ........... Qc) CIA Q0 I (Y) 00 N) %\ CO QO CY) Cil '--NOO*OQ'26"W(A66.15"--, CJJ 0) x <