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Home My WebLink About038-1241-03-000 (2) } 14sconsin . WMIN F EPORT 1 0#1377 Department of Commerce a rdance with Comm 85,W .Adm.Code Page Division of Safety and Buildings ' .) oil r, Steel's Soil Service,Inc. County Attach complete site plan on paper not less than 8' x 11 inches in size. Plan must St.Croix include,but not limited to:vertical and horizontal re ren j-p." a percent slope,scale or dimensions,north arrow,a loca l Enaa'�j ro ad. Parcel I.D. - �—�3—(�GQ Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location TTR Development, LLC Govt.Lot na SW1/4, NW /4 S17.T31 N,R1 8W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 775 Prairie Center Dr. 160 Flagship Corporate Dr 3 1 na Hidden Ponds City State Zip Code Phone Number City ❑Village ® Town Nearest Road Eden Prairie I MN 1 55344 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 o Moun design, ystem elevation 9 5';ft based on contour line elevation 1_1 5ft and recommendations. /tb .55 ?9•SS Boring# [] Boring ❑ pit Ground surface elev. 98.85 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 I *Ef#2 1 0-6 10yr3/1 none I 2msbk dfr cs 2c .6 .8 2 6-12 10yr4/4 none sl 2msbk dfr cs lc .6 1.0 3 12-28 10yr4/4 none sl om dfi cs 1vf .2 .6 4 28-60 5yr4/4 none sl om mfi na na .2 .6 Boring# ❑ Boring pit Ground surface elev. 98.85 ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fts in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10yr3/1 none I 2msbk dfr a lc/1f .6 .8 2 6-28 10yr3/3 none sl 2msbk dfr a 1c/if .6 1.0 3 28-65 5yr4/4 cld 7.5yr5/6 sl/scl om mfr na 1vf .2 .6 Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L `Effluent#2=BOD5 s30 mg/L and TSS<_30 mg/L CST Name(Please Print) Signature: 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 SBD-8330(R07/00) Property Owner TTR Development, LLC Parcel ID# pending Page 2 of 3 F3] Boring# M Boring M Pit Ground surface elev. 102.55 ft. Depth to limiting factor 31 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 1 0-8 10yr3/1 none I 2msbk mfr Cs 2f .6 .8 2 8-31 10yr4/4 none sl om mfr gw if .2 .6 3 31-60 5yr4/4 c2d 7.5yr5/6 sl om mfr na na .2 .6 ❑ Borin g# [:] 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 GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 ❑ Borin g# F1 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 I *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-8330(R.07/00) Steel's Soil Service,Inc. STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel TTR Development, LLC. 994 200'St. CST-POWTSM Sw1/4,1W l/4,S17,T31N,R18W Baldwin,WI 54002 Lie.#248956 Town of Star Prairie,St.Croix Co. Direct 715-760-0347 Hidden Ponds Lot,3 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 test may or may not be as shown,as permanent lot lines were not established at the time the soil test w nd cted. Legend N 1"=40' I ♦ =Benchmark Ele. 100.00 ft Top of 3/4"pvc pipe w • =Alt Benchmark Ele. 99.65 ft ❑ op of 3/4"pvc pipe ¢j — orings Boring Elevations Bl = 98.85 ft B2= 98.85 ft B3= Cleft 1, 134= 0.00 ft d- gig° 'T oj r LU % Qc) .............. G) .......... ............ .............. ............ k CY) Qom................... '!�l LC .......... 0) x co o ........... CY) Ln CY) CN 00 ...... ...... Q7 0') ...... ............ ......... ........... .. ......... ell ................. .............. .................. .......... Cy) ...... ... CYQc) 00 rl- iLn cc) ) ►li x ............ 0) Ff 15 LL. GII d cy)X F '.� f.... r Obi •(' ,% � V.I C'4 C-4 'M V/ ) x/ x QO r-r) CA L( ............ ........... x ................. .................. ... . ... ... J) ......... ............... w. .............. ............... .......... ... ........ ........ ...... .............. ........... .................41 00 ............... le ......... Ln ............ N