HomeMy WebLinkAbout038-1071-80-100 WISCOnSin SOIL EVALUATION REPORT #1775
Department of Commerce Code Page 1 of 3
Division of Safety and Buildings GEIVI ® Steel's Soil Service,Inc.
Attach complete site plan on paper not less than 11 the ize. Plan must County
include,but not limited to:vertical and horizontal refere oint �7t)1 di#*n*O�
St. Croix
percent slope,scale or dimensions,north arrow,and Iocat i roe to nearest road. Parcel I.D. — /0-7/—��
Please print all information. ST CROIX COUNTY Revie By Da
t
Personal information you provide may be used for secondary pu (Priv p4s(1i m AS
Property Owner Property Location J
TTR Development, LLC Govt.L na SlZ SW1/4, W1/4,S17,T31N, R18W
Property Owner's Mailing Address L # Block# Subd.Name SM#
775 Prairie Center Dr. 160 Flagship Corporate Dr 1 na Hidden Po s
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 sign,system elevation 94.90ft based on contour line elevation 93.9011.
and recommendations:
/►IUS�' Ma�.,.���.,�ti Sd/ d-a Na JI a�cQ.e.
Boring# ❑ Boring
F-11
pit Ground surface elev. 94.50 ft. Depth to limiting factor 46 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#f *Eff#2
1 0-5 10yr3/1 none A 2msbk dfr a 2c .6 .8
2 5-26 10yr4/4 none sil 2msbk dfr gw is .6 .8
3 26-46 5yr4/4 none sl om dfr gw if .2 .6
4 46-50 5yr4/4 c2d 7.5yr5/6 sl om mfi na na .2 .6
2]Boring# ❑ Boring
®pd Ground surface elev. 94.50 ft. Depth to limiting factor 36 in. ISoil 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#7 *Efl#2
1 0-8 10yr3/1 none I 2msbk mfr gw 2c .6 .8
2 8-18 10yr4/4 none sl 2msbk mfr gw lc .6 1.0
3 18-96 5yr4/4 none s1/scl om mfi na na .0 .0
*Effluent#1=SOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS S.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(R.07/00)
J.
Property Owner 7TR Development, LLC Parcel ID# Pending Page 2 of 3
F Boring# ❑ Boring
I❑ Pit Ground surface elev. 87.90 ft. Depth to limiting factor 48 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 0-6 10yr3/1 none A 2msbk dfr cs 2c .6 .8
2 6-20 10yr4/4 none sil 2msbk dfr cs 2f .6 .8
3 20-48 5yr4/4 none sl om mfi 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#t *Eff#2
F-1 Boring# E] 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
*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 M 608-264-8777.
SBD-8330(R.07/00) Steel's SNI Service,Inc.
STEE
L'S SOIL SERVICE INC. 3of3
David J. Steel TTR Development, uc. 994200 th St.
CST-POWTSM SWl/4,NW1/4,S17,T31N,R18W Baldwin,Wl 54002
Lic.#248956 Town of Star Prairie,St.Croix Co. Direct 715-760-0347
Hidden Ponds Lot, 1 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. 100.35 ft
O Top of 3/4"pvc pipe
=Borings
Boring Elevations
B1 = 94.50 ft
B2= 94.50 ft
-33 B3= 87.90 ft
134= 0.00 ft
77`
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Parcel #: 038-1071-80-100
04/03/2008 04:34 PM
Alt. Parcel#: 17.31.18.2996-10 PAGE 1 OF 1
Current X 038-TOWN OF STAR PRAIRIE IX Creation Date Historical Date Map# Sales Area Application# Permit# C Perm tOType Y, WISCONSIN
04/06/2006 00 0
Tax Address:
Owner(s): O=Current Owner, C=Current Co-Owner
TTR DEVELOPMENT LLC O-TTR DEVELOPMENT LLC
775 PRAIRIE CENTER DR STE 160
EDEN PRAIRIE MN 55344
Districts: SC=School SP-Special P Property Address(es): "=Primary
Type Dist# Description 90TH ST
SC 5432 SOMERSET
SP 1700 WITC
Legal Description: Acres: 2.357 Plat: 5186-CSM 21-5186 038-06
SEC 17 T31N R18W PT S 1/2 SW NW; BEING
CSM 21-5186 LOT 1 (2.357AC) Block/Condo Bldg: LOT 01
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
17-31N-18W SW NW
Notes:
Parcel History:
Date Doc# Vol/Pa e
04/06/2006 822321 21/5186 Type
02/13/2006 818495 CSM
06/16/2005 797862 2824/370 EZ-U
12/15/2003 749042 2473/604 QC
WD
2008 SUMMARY Bill#: M m
Fair Market Value: Assessed with:
0
Valuations:
Last Changed: 08/27/2007
Description Class Acres
RESIDENTIAL Land Improve Total State Reason
G1 2.357 48,200 0 48,200 NO
Totals for 2008:
General Property 2.357 48,200
Woodland 0.000 0 48,200
0 0
Totals for 2007:
General Property 2.357 48,200
Woodland 0.000 0 48,200
0 0
Lottery Credit: Claim Count: 0 Certification Date:
Batch#:
Specials:
User Special Code
Category Amount
Special Assessments
Total 0.00 Special Charges Delinquent Charges
0.00 0.00
s - R5 * D
1400
Wisconsin Department of Com erce , 2004S0 EVALUATION REPORT Page 1 of 3
Division of Safety and Building in accordar with orrm 85,Wis.Adm.Code Steel Soil Service
,:_�:r. OUN County
Attach complete site plan o paper not la&,&�q Wmifir hes in e. Plan must St. Croix
include,but not limited to:v .and direction and
percent slope,scale or dimemsions,north arrow,and location and distance to nearest road. Parcel I.D.
Please print all information. Re ewes pending Dat
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)).
Property Owner Property Location d
T&T Developement, LLC V# Block SW 1/4 NW 1/4 S 17 T 31 N R 18 W
Property Owner's Mailing Address # Subd.Name or CSM#
775Prairie Center Drive,160 Flageship Corp. C na CSM Pending 7411Y'2f City State Zip Code Phone Number Village Town Nearest Road
Eden Prairie I MN 1 55344 952-746-2707 Star Prairie 1 90 Th St
i/l New Construction Use: Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
-1 Replacement Public or commercial-Describe: O J rid�G�QM
Parent material End moraines and ground morarines Flood plain elevation,if applicable na
General comments AAg7--01111:�
and recommendations: Mound design,system elevation 97.81 ft based on contour line elevation 96.15ft. rs S 14� � -—yAJ7?L-L L-or—
M Boring# Boring
f/ Pit Ground Surface elev. 97.25 ft. Depth to limiting factor 16 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 10yr3/2 none I 2msbk mfr gw 1c .6 .8
2 8-16 10yr4/4 none sil 2msbk mfr gw 1 c .6 .8
3 16-52 10yr4/4 c2d7.5yr5/6 sicl 2msbk mfr cs na .4 .6
4 52-96 5yr4/4 f1f7.5yr5/6 scl om mfi na na .0 .0
F2 # Boring
Pit Ground Surface elev. 97.25 ft. Depth to limiting factor 26 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 0-8 10yr3/2 none I 2msbk mfr gw 1c .6 .8
2 8-26 10yr4/4 none sl 2msbk dfr gw 1 c .6 .8
3 26-44 10yr4/4 c2d7.5yr5/6 sl om dfr gw na .2 .6
4 44-96 5yr4/4 none sl/scl om mfi na na .0 .0
*Effluent#1 =BOD?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) - -� Signatu CST Number
David J. Steel j -? 248956
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG,New Richmond,WI 54017 2/19/2004 715-246-5085
*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.
Property Owner T&T Deyelopement, LLC Parcel ID# pending Page 2 of 3
F Boring# J Boring
rl Pit Ground Surface elev. 91.55 ft. Depth to limiting factor 18 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-8 10yr3/2 none I 2msbk mfr gw 2c .6 .8
2 8-18 10yr4/4 none sl 2msbk mfr gw 1 c .6 1.0
3 18-96 5yr4/4 none s scl om mfr na na .0 .0
F-1 Boring# I 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/fV
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
F-1 Boring# -I Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/ftZ
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
j
*Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5-s-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.
Page 3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel 1564 Cty Rd GG
CST-POWTSM T&T Development LLC New Richmond,WI 54017
Lic. #248956 SWI/4,NW1/4,S17,T31N,Rl8W Bus.(715)246-6200
Town of Star Prairie,St.Croix Co. Fax.(715)246-9372
CSM,Lot 1
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
1"=40'
♦ =Benchmark Ele. 100.00Ft
Top of 3/4"pvc pipe
•=Alt Benchmark Ele.99.85Ft
Top of 3/4"pvc pipe
❑=Borings
Boring Elevations
B1 =97.25Ft
B2=97.2517t
nO� ��� t" -"� 320 ' B3=91.SSFt
" B4=OO.00Ft
55 13 c/o 5101——
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