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07/27/2007 04:00 PM
Parcel #: 042-1050-10-050 PAGE 1 OF 1
042-TOWN OF WARREN
Alt. Parcel#: 18.29.18.283A-05 ST. CROIX COUNTY,WISCONSIN
Current X Application# Permit# Permit Type
Creation Date Historical Date Map# Sales Area 0
01/26/2005 00
owner(s):
O=Current Owner, C=Current Co-Owner
Tax Address: O-BRIGHTKEYS INVESTMENT HOLDINGS LLC
BRIGHTKEYS INVESTMENT HOLDINGS LLC
707 COMMERCE DR#410
WOODBURY MN 55124
Districts: SC= School SP=Special Property Address(es):
•=Primary
Type Dist# Description
SC 2422 ST CROIX CENTRAL
SP 1700 WITC
Legal Description: Acres: 0.000 Plat: N/A-NOT AVAILABLE
BlocklCondo Bldg:
SEC
O/2725&EXC CSMS9--49116EXC PT TO CSM Sec-Twn-Rng 40 1/4 160 1/4)
Tract(s):
18-29N-18W SW SW
Parcel History:
Notes: Date Doc# Vol/Page Type
WD
09/28/2006 835493 LC
01/26/2005 785867 2737/554 QC
10/18/1999 612206 1463/590
08/09/1999 608268 1447/564 J;C
Bill#: Fair Market Value: Assessed with:
2007 SUMMARY
Use Value Assessment
Last Changed: 05/31/2006
Valuations: Total State Reason
Description 0
Class 11.240 Acres 1Lan,700 d Improve 1,700 NO
AGRICULTURAL G4 0 66,000 NO
MFL BEFORE'05 CLOSED W8
22.000 66,000
Totals for 2007: 1,700 0 1,700
General Property 11.240 66,000
Woodland 22.000 66,000
Totals for 2006: 1,700 0 1,700
General Property 11.240 66,000
Woodland 22.000 66,000
Lottery Credit: Claim Count: 0 Certification Date:
Batch#:
Specials: Category Amount
User Special Code
Special Assessments Special Charges Delinquent Charges 00
Total
0.00 0.00
�„ OIL EVALUATION REPORT #2037
Department of Commer accordance with Comm 85,Wis.Adm.Code Page 1 of 3
Division of Safety and Bu ra;�;r s Steel's Soil Service
County
Attach complete site plan on not less than 8'/2 x 11 inches in size. Plan must St. Croix
include,but not limited to:vertical and horizontal reference point(BM),direction and
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I. . O�� -- �8—
Please print all information. Revie d By / Date
Personal information you provide may b (Priva Law,s.15.04(1)(m)). Z Z/ D 7
Property Owner Property Location (V
BrightKeys Building And Devel ment Govt.Lot na SW1/4 W1/4, S18,T29N, R18W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
707 Commerce Dr Suite 410 1 na CSM
City State Zip CSde ne umber City [:]Village Z Town Nearest Road
Woodbury MN --15T-5701-6500 Warren Alexander Rd
New Construction Use: Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement ❑ Public or commercial-Describe: na
Parent material Till Plains of end moraines and ground moraines.
Flood plain elevation,if applicable na ft.
General comments At Grade or Mound Design system. System elevation 94.90ft based on contour line elevation 94.440_ft.
and recommendations:
F-11 Boring# ❑ Boring Cow
Pit Ground surface elev. 93.70 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 0-12 10yr3/2 none sil 2msbk mfr cs if .6 .8
2 12-21 10yr3/3 none sil 2msbk mfr cs lvf .6 .8
3 21-36 10yr4/4 none sicl 2msbk mfr cs na .4 .6
4 36-60 7.5yr4/4 none Is/sl om na cs na .2 .6
5 60 10yr7/4 Fractured lime stone na na na .0 .0
El Boring
2 Boring# Z Pit Ground surface elev. 93.70 ft. Depth to limiting factor 8 d 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 0-20 10yr3/1 none sil 2msbk mfr cs Ina .6 .8
2 20-60 10yr4/4 none sicl 2msbk mfr gw .4 .6
3 60-80 7.5yr4/4 none grms/sl om na gw .2 .6
4 80 7.5yr4/4 fractured lime stone na na na 0 .0
"Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5 s30 mg/L and TSS S.30 mg/L
CST Name(Please Print) Sign to CST Number
David J. Steel 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994200th St.Baldwin,WI 54002 12/11/2006 715-760-0347
SBD-8330(R.07/00)
Propdrty Owner BrightKeys Building And Parcel ID# Pending Page 2 of 3
❑ Boring FT] Boring# ❑ Pit Ground surface elev. 9a , 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. I *Eff#1 *Eff#2
1 0-12 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 12-24 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 24-48 10yr4/6 none scl om mfr cs na .0 .0
4 48-60 7.5yr4/4 f1f 7.5yr5/6 sl om na aw na .2 .6
5 60 10yr4/4 fractured lime stone na na na .0 .0
E] 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 GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 I *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 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=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.
SBD-8330(R.07/00) Steel's Soil Service
' STEEL'S SOIL SERVICE 3of3
David J. Steel Brightkeys Building and Development 994 200" St.
CST-POWTSM Swl/4,Swl/4,S18,T29N,R18w Baldwin, WI 54002
Lic. #248956 Town of Hudson,St Croix Co. Direct 715-760-0347
CSM, 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.
I
Legend N
1"=40'
=Benchmark Ele. 100.00 ft
Top of 3/4"pvc pipe
• =Alt Benchmark Ele. 100.50 ft
Top of 3/4"pvc pipe
❑ =Borings
Boring Elevations
BI = 93.70 ft l
B2= 93.70 ft r
ri
B3 = 94.40 ft
4� B4= 0.00 ft
3/
7� �3,3'
rk Z
NJ �
A0
aLt' �
Zi
v#i Hero SOIL EVALUATION REPORT
#2038
Department of Commerce in Y`�,rdance with Comm 85,Wis.Adm.Code Page 1 of 3
Division of Safety and Buildi J1 Steel's Soil Service
Attach complete site plan on pa h ches in size. Plan must County St. Croix
include,but not limited to:vertical and horizontal reference point(BM),direction and
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.
ending
Please print all information. R vi B Date
e e d y
Personal information you provide may be u ivacy w,s.15.04(1)(m)). L Z Z 07
Property Owner roerty Location
BrightKeys Building And Develop ent �ov't.Lot na SW1/ , SW1/4, S18,T29N, R18W
Property Owner's Mailing Address Luu., of# Block# Subd.Name or CSM#
707 Commerce Dr Suite 410 1 2 1 na CSM
City State 4p Co& • tuber ❑ City D Village ❑ Town Nearest Road
Woodbury MN - - 0 Warren Alexander Rd
❑,❑ New Construction Use: ❑ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial-Describe: na
Parent material Till Plains of end moraines and ground moraines. Flood plain elevation,if applicable na ft.
General comments At Grade or Mound Design system. System elevation 97.90ft based on contour line elevation 97.40ft.
and recommendations: _
F 1-1 Boring# Ground surface elev. 97.40 ft. Depth to limiting factor 36 ✓ in.
p 9 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 sil 2msbk mfr cs if .6 .8
2 6-22 10yr4/4 none Sid 2msbk mfr cs na .4 .6
3 22-36 7.5yr4/6 none sl 2msbk mfr cs na .6 1.0
4 36-96 7.5yr4/4 f1d 7.5yr5/6 sl/sil om na na na .0 .2
Horizon#4 has approximatly 30%Fractured lime stone pieces in it.
❑Z, Borin g# � Ground surface elev. 97.40 ft. Depth to limiting factor 60 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 0-10 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 10-23 10yr4/4 none Sid 2msbk mfr cs na .4 .6
3 23-46 7.5yr4/6 none Is/sl om mfr gw na .2 .6
4 46-60 10yr3/3 none grms osg mvfr cs na .7 1.6
5 60-70 7.5yr4/4 f2d 7.5yr5/6 sl om na na na .2 .6
Horizon#5 is mixed with 10yr7/4 fractured lime stone pieces.
*Effluent#1 =BOD5>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 Date Evaluation Conducted Telephone Number
994 200th St.Baldwin,WI 54002 12/11/2006 715-760-0347
SBD-8330(R.07/00)
Property Owner BrightKeys Building And Parcel ID# Pending Page 2 of 3
❑ V
Fil Boring# - De th to limitin factor
Ground surface elev. 94.50 ft. p 9 53 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 0-15 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 15-30 10yr4/4 none Sid 2msbk mfr gw na .4 .6
3 30-36 7.5yr4/6 none scl 2msbk mfr gw na .2 .6
4 36-53 10yr3/3 none grcos osg mvfr cs na .7 1.6
5 53-85 7.5yr4/4 f2d 7.5yr5/6 sl om na na na .2 .6
Horizon#5 is mixed with 10yr7/4 fractured lime stone pieces.
❑ Boring# ❑ 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
❑ Boring# ❑ Ground surface elev. ft. Depth to limiting factor in.
❑ Soil Application Rate
Horizon Depth Dominant Color I Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
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(R.07/00) Steel's Soil Service
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Brightkeys Building and Development 994200 th St.
CST-POWTSM SW1/4,SW1/4,S18,T29N,R18W Baldwin, WI 54002
Lic. #248956 Town of Hudson, St Croix Co. Direct 715-760-0347
CSM, Lot 2 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
• =Alt Benchmark Ele. 99.60 ft
Top of 3/4"pvc pipe
❑ =Borings
Bori g Elevations
BI = 97.40 ft
B2= 97.40 Z J` G
B3 94.5 ft
4= 0 0 ft
y �Z
�3
r
r
y
r
q 7.
0�
r
7( )Zf
/ (A-C
NVIse4msin IWIL EVALUATION REPORT Page 1 0#2039
Department of Commerc ccordance with Comm 85,Wis.Adm.Code g
Division of Safety and Buil Steel's Soil Service
Attach complete site plan on paMMl' ess than inches in size. Plan must County St. Croix
include,but not limited to:vertical and horizontal reference point(BM),direction and
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.
Fending
Please print all information. Revi ed By Date
Personal information you provide may be used f s ce ongaG r ELaw,s.15.04(1)(m)). z D'7
Property Owner eA�a7i�� Prop rty Location
BrightKeys Building And Development 2007 Govt.Lot na SW1/4 W1 4, S18,T29N, R18W
Property Owner's Mailing Address Lot# Block# Subd.Nam or CSM#
707 Commerce Dr Suite 410 iX COUNT 3 na CSM
City State Zip C e Phone Number City U Village N Town Nearest Road
Woodbury MN 5512 651-501-6500 Warren I Alexander Rd
New Construction Use: Z Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
[�Replacement ❑ Public or commercial-Describe: na
Parent material Till Plains of end moraines and ground moraines. Flood plain elevation,if applicable na ft.
General comments Conventional hem. System elevation 96.07ft.Trenches spaced and depth to code 2.83ft below grade.
and recommendations:
r l ,J .7 �►o ee_, �'f 1 lsc. , `1� ,�t'teco,+,
❑1 Boring# ❑ Boring J 5
E Pit Ground surface elev. 98.90 ft. Depth to limiting factor 85 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-8 10yr3/1 none sil 2msbk mfr cs lc .6 .8
2 8-30 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 30-50 7.5yr4/4 none grcos osg mvfr cs na .7 1.6
4 50-58 7.5yr4/6 none sl/Is 2msbk mfr cs na .6 1.0
5 58-85 7.5yr4/4 none grcos osg ml na na .7 1.6
9 f ,O�
Boring
Boring# ,
Pit Ground surface elev. 98.90 ft. Depth to limiting factor 85 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 10yr3/1 none sil 2msbk mfr cs lc .6 .8
2 8-25 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 25-80 7.5yr4/4 none grcos osg ml na na .7 1.6
3•q�O
Effluent#1 =BODS>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) Sico, t CST Number
David J. Steel - 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994 200th St.Baldwin,WI 54002 12/11/2006 715-760-0347
SBD-8330(R.07/00)
Property Owner BrightKeys Building And Parcel ID# Pending Page 2 of 3
F Boring# ❑ Boring
Pit Ground surface elev. 96.10 ft. Depth to limiting factor 70 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 0-10 10yr3/1 none Sil 2msbk mfr cs 1c .6 .8
2 10-25 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 25-70 7.5yr4/4 none grcos 2msbk mvfr gw na .7 1.6
4 70- 10yr7/4 fractured lime stone na na na .0 .0
2�
3 '
❑ 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/ftZ
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
❑ 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/ftZ
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
III
*Effluent#1 =BOD 30< mg/L and TSS>30<_150 mg/L Effluent#2=BO D e _30 m /L and T SS<_30 m /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
I
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Brightkeys Building and Development 994 2001' St.
CST-POWTSM SW1/4,SW1/4,S18,T29N,R18W Baldwin, WI 54002
Lic. #248956 Town of Hudson, St Croix Co. Direct 715-760-0347
CSM, 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 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
• =Alt Benchmark Ele. 100.10 ft
Y y'3,73 Top of 3/4"pvc pipe
J ❑ =Borings
Boring Elevations
BI = 98.90 ft
B2= 98.90 ft
B3 = 96.10 ft
�o B4= 0.00 ft
6;6
Zq
V
i
9 3, i�r
Parcel #: 042-1050-10-075 09/15/2011 09:29 AM
PAGE 1 OF 1
Alt. Parcel M 18.29.18.283A-07 042-TOWN OF WARREN
Current 1X ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units
01/26/2005 00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
0-ROULEAU LAND COMPANY
ROULEAU LAND COMPANY
PO BOX 69
HUDSON WI 54016
Districts: SC=School SP=Special Property Address(es): *=Primary
Type Dist# Description 891 ALEXANDER RD
SC 2422 SCH D ST CROIX CENTRAL
SP 1700 WITC
i
Legal Description: Acres: 5.000 Plat: 4916-CSM 19-4916 042-2005
SEC 18 T29N R18W PT SW SW&PT NW NW SEC Block/Condo Bldg: LOT 01
19 BEING CSM 19-4916 LOT 1 (5.00AC)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
18-29N-18W SW SW
19-29N-18W NW NW
Notes: Parcel History:
Date Doc# Vol/Page Type
01/03/2011 929868 WD
12/20/2006 841006 WD
09/28/2006 835493 WD
01/26/2005 785869 2737/557 TD
more...
2011 SUMMARY Bill M Fair Market Value: Assessed with:
0
Valuations: Last Changed: 08/06/2010
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 5.000 51,600 127,600 179,200 NO
Totals for 2011:
General Property 5.000 51,600 127,600 179,200
Woodland 0.000 0 0
Totals for 2010:
General Property 5.000 51,600 127,600 179,200
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch M
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
i�
7'B�AE,E3
VOL 19 PAGE 4916
KATAL M N. WALSH
REGISTER OF DEEDS
ST. CROIX CO.. WI
RECEIVED FOR RECORD
01/26/2005 10z30AM
CERTIFIED SURVEY MAP
�V i'iG 1J "
COPY IT
CERTIFIED SURVEY WAIF
LOCATED IN PART OF THE SW 1/4 OF THE SW 1/4 OF SECTION 18 AND IN PART OF
THE NW 1/4 OF THE NW 1/4 OF SECTION 19 TOWNSHIP 29 NORTH, RANGE 18 WEST,
TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN.
LEGEND: SETBACKS: NOTE:
■ SET 3/4" BY 18" IRON FRONT a SEE MAP THE BEARINGS R NE OF THE ED TO RECEIVED
PIN WT. 1.50 LBS./FT. FRACTIONAL SW 1/4 OF SECTION.
• FOUND 1" IRON PIPE 18, ASSUMED TO BEAR
589'43'03"E.
X POSITION SET FROM COUNTY TIES OF RECORD MAY 1yy�
COUNTY SECTION MONUMENT OWNER: MAY gl{•
(FOUND AS NOTED) BrightKEYS Investment Holdings,"LL�
1809 NORTHWESTERN AVE co"
OO WELL LOCATION STILLWATER, MN 55082 OR'S RECORD
Q SEPTIC LOCATION
ODRAINFIELD VENT
CURVE DATA TABLE:
CURVE RADIUS ARC DELTA CHORD CHORD BEARING TAN. IN TAN. OUT
C7 4357.88' 128.88' 1'41'40" 128.87' N 70.49.37" W N 71'40'27" W N 69'58'47" W
UNPLATTED I ANQSa S 89'43'03" E 1467.47'
S 85.02'59" SOUTH 1/4
S 89'43'03" E 523.34' __- E 614.97• CORNER
UN_PLATTED :r �� -----------------_-_ t!1 SECTION 18
LANDS c' -S 89'43'03"E 2665.76'- - - a'� p FOUND 1"
SOUTH LINE OF OUTHWEST 1/4, SECTION 18 oc do SURVEY NAIL
SOUTHWEST % ... 1 HOUSE LOT) 1� \- rn UNPLATT_ED
CORNER
SECTION 18 ® 217836 S.F. N LANDS
`GARAGE 5.00
SETBACK
Z9
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y 6 478
3y '1" 5�4 w
242.76• `o .7• i••t'3
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THIS INSTRUMENT DRAFTED BY KEVIN SAMUEL, HUMPHREY ENGINEERING SHEET 1 OF 2
Vol 19 Page 4916
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State of Wisconsin \ DEPARTMENT OF NATURAL RESOURCES
Place Holder DNR Address Line 1
Jim Doyle,Governor ,Wisconsin
Scott Hassett,Secretary
WISCONSIN
DEPT.OF NATURAL RESOURCES
January 4, 2007 INF-WC-2006-56-0200ST
Matt Hieb
2920 Enloe Street
Hudson, WI 54016
RE: Request for Navigability determination, located in the Town of Warren, SW, SW, Sec 18,
T29N, R18W, St. Croix County.
Dear Mr. Hieb:
I visited this site on January 3, 2007 with Jim Devlin, DNR Stormwater Specialist. In Wisconsin,
the Supreme Court has defined a navigable waterway as one which has a defined bed and
banks and carries enough water to float a canoe or other watercraft during the spring high water
periods. Based on this definition and the conditions observed at your site, the two identified
areas on your property have been determined to be non-navigable. The impounded area is
classified as a small dam on a non-navigable stream, and the area east of the landfill, down
gradient of the impounded area is wetland, but not navigable.
Setbacks from wetlands are required by s.NR 216, so any soil disturbance in the area will need
to meet these restrictions. Information on these regulations and application materials are
available on the DNR web site at www.dnr.wi.gov.
Certain activities may also require permits from St. Croix County and you should contact that
agency before beginning any construction at this site.
.If you have any questions about your permit, please call me at 715-839-3722.
Sincerely,
I
I
Dan Baumann
Watershed Management
cc: Jim Weinzerl, U.S. Army Corps of Engineers, via email
Jenny Shillcox, St. Croix County Zoning, via email
Conservation Warden Rick Rosen, via email
dnr.wi.gov Quality Natural Resources Management
wisconsin.gov Through Excellent Customer Service Printed on
Recycled
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