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Home My WebLink About038-1241-04-000 (2) Property Owner_ Parcel ID# Page of FN Boring# n❑I Boring l�l pit Ground surface elev. ft. Depth to limiting factor_�in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 p-8 10 ,-5 1 z s C � 1. 0 3 1;0 z- u N - rs S s - — tr i ry 14 N -J- F-1 Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Dillaplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2 F Boring# 11 a Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon 7epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 'Effluent#1 =BOD,>30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BOD5<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. SOD-8330(8.6/00) Wisconsin Department of Commerce ` - ,SOIL EVALUATION REPORT Page of Division of Safety and Buildings 1n aartiarlFk'vpl�h Comm 85,Wits. Adm. Code County - Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 6 $ 64 — <Xc�. Please print all information. Revie by Dat on Persal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 6 t j 5 Property Owner Property Location /-'/I q r ck:iz Govt.Lot- i' 1/4 /4 S T ' N R13 E( r)w Property Owner's Mail' Address Lot# Block# Subd. CSM# City State Zip Code Phone Number ❑City ❑Village Town Nearest Road 15go Ili fiZ1.N9w Construction Use:5ZEResidential/Number of bedrooms Code derived design flow rate GPD ❑Replacement Public or commercial-Describe: Parent material ,� Flood in elevation if applicable General comments G rP.1 a y�ia[r1 4411 _ 36i7 b Jl- k. and recommendations: ! /1-1 jrstem Type 7 :r ystem Elevation 27, 0 Zo�tie- u p Boring Pr: f -61- j ;n3�tc#�c n I Boring# ,� �� yvL 7/e ciao ® Pit Ground surface elev.11�.�v ft. Depth to Smiting factor in. Soil Application Rate 5C�i1e� Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM J in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 I 'Eff#2 040 /0"3/z .--- � Z -1 /p /.w-- r C2� 3 6-y), 7-S, , �e m sGk 11-16" 1 kA-I/ W-70 6/3 Boring# ❑ Boring ® Pit Ground surface elev.C , ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff/#1 'Eff#2 ® r y L �' -51 ,,� " (7 1' vw 6 Effluent#1 =BOD.>30<220 moo-and TSS>30:5 150 mg/L 'Effluent#2=BOD,<30 mg/L and TSS<30 mg/L CST Name(Please Print) Sig CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54017 ,— — 715-246-4516 Soil Test Plot Plan Pro' Mark F r Project Nam o der 1 e Shaun d Address 938 216th Ave Star Prairie Wi 54026 C #226900 Lot 4 Subdivision Hidden Ponds Date 6/15 SE 1/4 NW 1/4S 17 T 31 N/R18 W Township StarPrairie [] Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 2" pipe System Elevation 99.0' *HRpSameasBenchmark 384' Property Line 3 Acre Parcel Scale is 1" = 40' unless otherwise noted 457' Property Line Drainage easement B.M. B-2 � B- 1 100' 98' 9 6' 18% Slope B-3 135' 387' Property Line 383' Property Line 216th Ave * #1778 ` V$cpn$ih S IL Ott RE ORT Department of Commerce in a rdance YA �om-m-85,Wis. m.Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service,Inc. ��C I� 11 4 djM County Attach complete site plan on paper not less than 8%x 1 inches in size. Plan must St.Croix include,but not limited to:vertical and horizontal refers ce point(BM),direction and percent slope,scale or dimensions,north arrow,and to tion9tfd( 0*rA*W rt�ir�st ro d. Parcel I.D.03 Please print all infor►nati n ZONING OFFICE Reviewed By Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). /l L1/0!5 Property Owner Property Location TTR Development,LLC Govt.Lot na SE1/4, N 14,S17,T31N, R18W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 775 Prairie Center Dr. 160 Flagship Corporate Dr 4 na Hidden Ponds City State Zip Code Phone Number City ❑Village M 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 Mound design,system elevation 96.25ft based on contour line elevation 95.25ft. and recommendations: F-1-1 Boring# ❑ Boring ❑ pit Ground surface elev. 95.55 ft. Depth to limiting factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. `Eff#1 -Eff#2 1 0-7 10yr3/2 none I 2msbk dfr Cs 2c .6 .8 2 7-36 10yr4/4 none sl 2msbk dfr gw 1c .6 1.0 3 36-54 5yr4/4 fif 7.5yr5/6 sl om mfi na na .2 .6 ❑Boring# ❑Boring Pit Ground surface elev. 95.55 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 1 0-6 10yr3/1 none I 2msbk dfr cs 2c .6 .8 2 6-29 10yr4/4 none s1 2msbk dfr Cs if .6 1.0 3 29-50 5yr4/4 none sd o mfi na if .0 .0 I Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L Effluent#2=BOD5<_30 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 SBI"13o(R.07/001 Vroperty Owner TTR Development, LLC Parcel ID# pending Page 2 of 3 r a Boring# Boring Pit Ground surface elev. 87.25 ft. Depth to limiting factor 23 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-4 10yr3/1 none I 2msbk dfr cs 2c .6 .8 2 4-23 10yr3/2 none sl 2csbk dfr gw 2f .6 1.0 3 23-38 7.5yr4/4 f1f 7.5yr5/6 sl 2csbk dfi gw if .6 1.0 4 38-60 5yr4/4 f1f 7.5yr5/6 sl om mfi na na .2 .6 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 GPDM2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff12 i� I 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/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *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-8330 M07/001 Steers Sal Service,Inc. - STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel TTR Development, LLC. 994 200'St. CST-POWTSM SWl/4,NW1/4,S17,T31Nx18w Baldwin,WI 54002 Lie.#248956 Town of Star Prairie,St.Croix Co. Direct 715-760-0347 Hidden Ponds Lot,4 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' ♦ =Benchmark Ele. 100.00 ft Top of 3/4"pvc pipe ` N • =Alt Benchmark Ele. 100.10 ft Q'�-O Top of 3/4"pvc pipe Borings ` Boring Elevations 81= 95.55 ft B2= 95.55 ft B3= 87.25 ft z B4= 0.00 ft ft, fur '� R-3 z t • /' k : Y 4•v v. X �A y �.4 y tll. ...h• • lS'� ", .. it 0 •" !i`i,,• .t Ott � l 11J/.y y'-• -.. ... • 00 X N X 1 •. y / : •• t � �V n 0 00, Qp i� co y, �..�, � l� •- \ X07 ri' J „_, ....•..- :4 a . m X co a4 htiyj��; � ?`•� � Ali r � {[�y��.@\_ `g:' ••4 t,`•v y`?t 1��. Q �I CD ! ,t :,eat (o pN n Cr' ,--n to X �' '. -••w, if I ,� h 00 `t T 11 f� r • may' X \ ' %• ' •- f �,. ,^ y +v�,'4 `4t'•y4'• •4`'., C!/ llJ : t C I OD CA ' V ` O ............v X. i3e f' h _ r 4... ...._. N4 . �.... , v v ........ _. - -... 1 ry, Q0 Q2 y .. (3) ........ N , op. � X � :