HomeMy WebLinkAbout038-1004-95-200 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
405066 0
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township Parcel Tax No:
Hornbostel, Norman I Star Prairie Township 038 - 1004 -95 -200
CST BM Irv: / Insp. BM Elev: Bf Description:
I I 1 �(
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark / I �� .3 /60
Dosing Alt. BM p Yet"
Aeration Birin Saw - - f
Holding St/Ht Inlet 01 5
TANK SETBACK INFORMATION St/Ht Outlet •0 IS'.
TANK TO 6 P/L � WELL BLDG. Vent to Air Intake ROAD
$ �^
Septic IDb �( I
Dosing H der /Man. y •3 95
t
Aeration bist. Pipe y Q
15.E
Holding Bot. System p 2
Final Grade r -1 J
PUMP /SIPHON INFORMATION
Manufacturer G mand t Cover ( Z•s S
Model N ber
TDH Lift Frictio ss System Head TD Ft
Forcemain ngth Dist. to Well
SOIL ABSORPTION SYSTEM
BEDITRENCH Width 3 ) Lengt r No. Of Trenches PIT DIMENSIONS No. Of Pits i Ligw Depth
DIMENSIONS /
SETBACK SYSTEM TO P/L BLDG L LAKE /STREAM LEACHING Mar�u r:
INFORMATION T f System: r 1 CHAMBER O
y y UNIT Model Number:
ti
DISTRIBUTION SYSTEM
Header /Manifo d Distribution r_ x Hole Size x Hole Spacing Vent to it Intak
in Pipe(s) n (t
Length Dia I Length6o Di Spacing_ �
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only
Depth Over IDepth Over xx Depth of xx Seeded /Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoill Yes [� No [g], Yes
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: /1S�Z Inspection #2:
Location: 2348 Huntington Dr Star Prairie, WI 54026 (SE 1/4 NE 1/4 2 T31N R18W) NA Lot 1 Parcel No: 02.31.18.9A10
1.) Alt BM Description = YIO7 u4e,d _ ktV V- d ",t 6,6+ (n yo+-
`Ap (,� �' 1 4A.� e-d ax Souk
2.) Bldg sewer length = Z(P W e
- amount of cove. ` �',F; 6¢ �t'w Z S / d1 r. /�"`' / T Q" J AS
NtSLt� -- rr(zt- So �& UW nor"
q - - -- - - --
Use other side for additional information.
uired� �J Yes No
Plan revision Re
_
SBD -6710 (R.3/97) Date Insepctor's Sign ure Cert. No.
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A Safety and Buildings Division County,-* I
201 W. Washington Ave., P.O. Box 7162 v l • ��'p
N visconsin Madison, WI 53707 - 7162 Site Address
Department of Commerce p 'Z- S Z 3 uxjn &4r—i L)e.
Sanitary Permit Application Sanitary Permit Numbe
�
In accord with Comm 83.21, Wis. Adm. Code, personal information you provide �� �
may be used for secondary purposes Privacy Law, s1S. 1 (m 11 Check if Rdvtston D
I. Application Information - Please Print All Information State Plan Number
Property Owner's Name N `
RECEIVED Parcel Number
Dr- a r S
Property Owner's Mailing Address Property Location ,�
1 MAY 0 6 2002 ` A'
City, State Zip Code P�A�eCNil114EC0UNTY Lot Nu ber Block Number NRZ
1 8 W
ZONING OFFICE T 9A-"/
SA _ Proi C - 1 C�._ IS , Subdivision Name CSM Number 3 S-77
U. Type of Building (check all that apply) � a � S /_ ❑etty
Y 1 or 2 Family Dwelling - Number of Bedrooms �[dW� -' ❑
❑ Public /Commercial - Describe Use X.
11 State Owned NearestR �"
V Vx �1
III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applica le)
A. 1 )k New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to For County use
S stem Tank Onl Existin System
B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued
IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) j4)
44 V Non - Pressurized In - Ground 210 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 34 '/ x 43 `
22 ❑ Pressurized In- Ground 41 ❑ Holding Tank t/
drag 48 ❑Single Pass S1 ❑Drip Line � ' O 3 4 4 ,x, (��4o-?,
45 ❑ 11 El At - Grade 46 Aerobic Treatment Unit 49 Recirculating 30 ❑ Other I l hf u✓ o r
V. Dispersal/Treatment Area Information: MIA J, _ 31 t)
Design Flow (gpd) / Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade a ,
Required Proposed Rate(Gals. /Days /Sq.Ft.) (Min./Inch) Elevation
yea . q e, p3 ,s
VI. Tank Info Capacity in Total Number anufactur r Prefab Site Steel r tic
Gallons Gallons of Tanks ( f � 7�`— �p Concrete Constructed Glass
New Existing � iJ I i `.'! i `
Tanks Tanks
Septic or Fleidin�ank
Dosing Chamber
VII. Responsibility Statement I , the undersigned, asstmt esponsibility fA installation of the POWTS shown on the attached plans.
I ber's Name (Print) P s Signature P/MPRS Number Business Phone Number
ur �- "21 S e (oS — 583
Plumber's Address (Street, City, State Zip C )
.� r0
oust / Use O
Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwathr Date Issued mg Signature o ps)
Surcharge Fee)
❑ Owner Given Initial Adverse
Determinationc��
IX. conditions of Approval/Reasons for Disapproval
'hop— sy$, a /, ar 3 �' k_ccP + r�t� �'1 Cff►Z�au�J aj � d.6zo R 7 S 'zo l`h P ri ma
Attach compete plats (to th unty only) for a system oa paper not less than 81/2 x 11 inehes In size
SBD -6398 (R. 05101)
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Conventional System Owner's Manual
Sanitary Permit 5- 06 Issued_ ?-Designed wastewater flow (gpd)
Owner Name_ n /'j05 I Parcel ID /00 4 1 f —J _4fD
This septic system is designed and approveu ., meet specific requirements outline in Comm 83 and 84 WI.
Adm. Code so that it will provide safe treatment of wastewater, thereby reducing human health hazards
caused by improperly treated wastewater. The longevity of this system depends greatly on proper and
timely maintenance and system use within the limits it was designed to handle. The owner of the system is
responsible for the operation and maintenance of all components. Following is information that will assist
you in increasing the life of your systems.
Septic Tank Ins ect and or service once every three years
Outlet Filter Should 'inspect once a year and clean once eve thirg 4 ar
Drainfield Ins ect once every three Years
Septic Tank(s)
The operating condition of the septic tank and outlet filter shall be assessed at least once every three s
by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter
cartridge should not be removed unless provisions are made to retain solids in the tank that may sloughs off
the filter when removed from its enclosure. If the filter equipped with an alarm, the filter shall be serviced
if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending
continuous alarm. The septic tank shall have its contents removed when the volume of scum and or sludge
in the tank exceeds 1/3 of the liquid volume of the tank. If the contents of the tank are not removed at the
time of an assessment, maintenance personnel shall advise the owner of when the next service needs to
perform to maintain less than the maximum scum and or accumulation.
Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access
opening used for service and assessment shall be sealed watertight upon completion of service. Any
opening deemed unsound, defective, or subject to failure must be replaced. An effective locking device to
prevent accidental qr unauthorized entry to tank shall secure exposed access openings greater than eight
inches in diameter.
No one should enter a septic or other treatment or holding tank(s) for any reason without being in
full compliance with OSHA standards for entering a confined space. The atmosphere within the
septic or other treatment or holding tank may contain lethal gases, and rescue of a person from
the interior of the tank may be difficult or impossible.
Tank abandonment shall be in accordance with Comm 83.33, W1 Adm. Code when tank is no longer used
as a POWTS component.
Soil absorption component (Drainfield
The soil absorption component serving this structure to accept domestic wastewater from a residential
facility.
Good water conservation practices by all occupants and the installation of water conserving plumbing
fixtures are key factors in extending the useful life of this component.
The soil absorption components operation must be assessed by inspection at least once every three years.
The inspection shall include recording the level of ponding, if any, in the observation pipes, and a visual
inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites,
area of erosion should be identified and reported to the owner for repair. The surface discharge of domestic
wastewater or sewage from the system id prohibited and considered a human health hazard
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Contingency Plan:
In the event that this POWTS or a component of this POWTS fails and cannot be repaired the following is
peoposed. Replacement area for absorption cell ( per Soil evaluation ), or add an ATU to recover a failing
drain field, or other repair or replacement to code. If dosing tank is used — dosing tank, pump, pump
controls, alarms or related wiring becomes defective the defective component shall be immediately repaired
or replaced with a component that is better or equal too performance.
Questions on the operation or maintenance of this POWTS should directed to County Zoning or Health
Inspector. !�hC Zoning
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Owners
- _ �ao'lyiQN orh ko6k/
Clarence Glotfelty
- Enviro -Tech Systems & Services
N4955 Sunny Hill Road
Weyerhaeuser, WI 54895
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SYSTEM SPECIFICATIONS
In- ground Soil Absorption Component SBD - y
Project Name: - s
Distribution Cell Type Septic Tank
Aggregate ❑ Leaching chambers( % Min. Septic Tank Volume _
Wastewater Quality Septic Tank Volume 00 ga l.
Treated ❑ Untreated Manufacturer
Number of Bedrooms _ Effluent Filter VV
Design Loading Rate (DLR) _ Manufacturer L�
(Maximum Soil Application Rate) 1,
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Combined wastewater: Model d -
Number of bedrooms Pump Tank N .
gal /day /bedroom g 150
Manufacturer
Daily Wastewater Flow (DWF) Pump Tank Volume gal.
Clear and graywater only:
Number of bedrooms 05 Diverter valve Dyes no
gal /day /bedroom
Q . Manufacture
Daily Wastewater Flow (DWF) _
Model
Blackwater Note : The use of a diverter valve shall be indicated on
the management plan indicating how and when the x-alve
Number of bedrooms JJ shall be used.
gal /day /bedroom x60
Daily Wastewater Flow (DWF) _
Distribution Cell Sizing ( te)
DWF / DLR
/ - ft
Distribution Cell Sizing (leaching chambers)
Leaching Chamber
Manufacture I IR ► Tr r--
Model Sri Adjusted Design Design Loading Rate _ gpd /ft'
Chamber size, bottom area
System sizing = DWF / ADLR / Chamber size
-� _ QZ - - -._ 1 / (,q . % (e 31 - — o. 74
t -WF) (sq.ft.) # of chambers
Number of chambers to be used Pag✓ , f p of
4
Wisoonsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code G�+n
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 Pa" ( p ^� O
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. r L , n - DO V 9S o 0
Re
Please print all information.
Ziby Date
Personal information you provide maybe used for secondary purposes (Privacy Law, s. 15.04 (114". J1
Pr erty Owner
Govt, Lot F-1/4 S T 3 1 N R P E (o
Property Owner's Mailing Address Lbt # I BIb rubd. Name CSM# n L ; K'0- 12 r 1- l03
i
City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road
S C
'�' � �,�e�r; t, L ypa� (715 a Y�' 3 L5 Sfc� � {�� � � �►� e
� t4 5 )
1 1 New Construction Use: $4 Residential / Number of bedrooms _ Code derived design flow rate y GPD
❑ Replacement ❑ , Public or commercial - Describe:
Parent material _ _ 0. C. t A tj �� f` bU A Flood Plain elevation if applicable
General comments v t r - r Q E N c- G s FU ✓- -� c,, L k S r 1� •
and recommendations: M s v S 5 t S'4 a — a
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PP ' % met r--/ ; 3.3� ° � � � tG, t--� t�•� � �-4-.
T, a. 93,I;k T,y
F-11 Boring # [] Boring U -100 pit Ground surface elev. ft. Depth to limiting factor I a in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
-13 Iby 3/ 1 FG M fr 4 5 "F 1 -
;t 13 7.5 5L d F$gk �`r �w 1 1 o
yl - ta 7,5yRsl y S d -5 ko L
- 73. ?1/
❑ Boring # ❑ Boring
pit Ground surface elev. _ 2.37 ft. Depth to limiting factor J a i n. Soil Application Rate
P Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD,"
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I 'Eff#1 'Eff#2
Jo -�.D �,SYtzy 3 L fr Lw I F S
3 SL- A Fr , S
y� is 7. yi"Sly 5 M L — -°—
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Effluent #1 = BOD > 30 5 220 and TSS >30:5 150 mg /L ' Effluent #2 = BOD < 30 mg/L and TSS 5 30 mg/L
C -Name (Please P Signature CST Number
ILA h e as i 1 / 6
Ad, !d •+� rSB— ate Evaluation Cond Telephone Number
f / �t 4ti aR"�a R� 5Ynd{, l r I3-20V 15
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Property Owner V t A VW, C.— V\ Parcel ID # Page of
F-31 Boring # Boring g/
pit Ground surface elev. _! 6,35 ft. Depth to limiting factor d _ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
I 0-I Id`1 3/ 5L- 6Q Mre- 45 01
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Boring #
❑ Boring 42' es T
❑ 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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Boring
❑ Boring # Ground surface elev. _ ft. Depth to limiting factor in.
El Pit Soil lication 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 = BOD, > 30 220 mg/L and TSS >30 150 mg/L ' Effluent #2 = BOD < 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 altemate format, please contact the department at 608 - 266 -3151 or TTY 608- 264 -8777.
Sa - 8730 (R.6100)
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LOCATED IN PART OF THE SE1 /4 OF THE NE1 /4 OF SECTION 2, T31 N,
R1 8W, TOWN OF STAR PRAIRIE, ST, CROIX COUNTY, WIS ONSIN.
1 CURVE DATA TABLE
a y �y
CURVL- RADIUS CENTRAL CHORD CHORD ARC TANGENT IN TANGENT OUT
ANGLE BEARING LENGTH LENGTH
1 1 1190.91' 45 °55'35" S37'05'1 1.51 929.24' 954.59 S14 °07`24 "E S60 °02'59 "E
2 1190.91' 42 °45'02" S35 °29'55 "E 868.11' 888.58' S14°07'24 "E S56 °52'26 'E
3 1190.91' 03 °10'33" S58 ° 27'42.6'E 66.00' 66.01' S56 °5226 E S60°0259"E
` 4 218.00' 30 °27'21" S47°06'44.5'W 114.52' 115.88' S31 *53'04"W S62°2925 W
\ 5 152.00' 59 °28'11" 1 S61 °37'09.5'W 150.78' 157.77' 1 S31 53 - 04"W N88 38 - 45NV
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LEGEND
1" IRON PIPE FOUND
1" X 24" IRON PIPE SET WEIGHING
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1.13 LBS. PER LINEAR FOOT
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100 FOOT ROADWAY SETBACK LINE
O _
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I I N 04 NAIL FOUND
N m
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LOT 1 \
5.00 ACRES INC RW
217,800 SO. FT. a
4.29 ACRES EXC RW \ \\
186,744 SQ. Ff.
x 33 �^
- y�ro .
sy HUNTINGTON
,� D_ _R_ IVE s
N88 ° 38'45"W 34 2.12 / E1/4 CORNER
�O SECTION 2
�- 4
co — S89 °34'50"W 215.61'
S89 0 3 4'50 ' W 4 47 .01' EAST - WEST 1/4 LINE AS SHOWN ON
S89 °34'S0`W 2286.65' (S89-48-15V 2949.01') CERTIFIED SURVEY MAP VOL. 12, PAGE 3362
S89°34'50"W 2949.27'
S89 °34'50"W 75.37' (JM17 � � 11J L U U L�
��rn W_ _LE
_ _
---------.------------------------------
SCALE IN FEET 1" — 100' OWNERS PO H S INC.
ARLEN & JUDY LUEHMANN
1907 COUNTY LINE ROAD HUDSON, WI 54016
100 0 100 200
STAR PRAIRIE, WI 54026 JOB NO. 00 -11 DATE 10 -18 -00
ST CROIX COUNTY
• ' SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer ;'yo r /a /Jo r n
Mailing Address S -
a
Property Address ;-3 L H
(Verification required from Planning artment for new construction)
City /State vl
/�.� �, Parcel Identification Number d3 �- /Ob 4 L-
LEGAL DESCRIPTION
Property Location sc %., lL L ' /s, Sec. . T 3 N -R_W, Town of
Subdivision /V A- . Lot # .
Page Certified Survey Map # �,( 3 S 7 � , Vol Pa g # ume -4
Warranty Deed . Volume �g 4 Page # 3 Z
Spec house ❑ yes 2 Lot lines identifiable yes ❑ no
SYSTEM MAINTENANCE
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance
consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system
can affect the function of the septic tank as a treatment stage in the waste disposal system.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
ve '
masterPlumber, journeyman plumber, restricted plumber or a licensed pumper nfYmg that (1) the on -site wastewaterdisposal system sludge.
is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of
Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards
set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification
staff our tic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
of the y ar exp' ' a date.
= 0 - R=CATION
CANT DATE
I (we) certify, ov y virtue f a warranty deed recorded in Register of Deeds Office.
Sen that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of
propes n ab O
SIGNA OF APPLIC DATE
* * * * ** A informatio s mis- repr esented may result in the sanitary permit being revoked by the Zoning Department * * * * **
** Include with this application: a stamped warranty deed from the Register of Deeds office
the warranty deed
' ty
a copy of the certified survey map if refere nce nce is made in
vo1.158SPAGE 332
6387'75
STATE BAR OF WISCONSIN FORM 2.1998 KATHLEEN H. WALSH
ocument Number WARRANTY DFIRD kEGISTER OF DEEDS
ST. CROIX CO., WI
This Deed, made between Arlen E. Luehmann and Judith Luehmann, RECEIVED FOR RECORD
husband and wife, Grantor, and Norman M. Hornbostel and M. Maureen
Hornbostel, husband and wife, as survivorship marital property, 02-19-2001 10:30 AN
Grantee. WARRANTY DEED
Grantor, for a valuable consideration, conveys and warrants to Grantee EXEMPT Y
the following described real estate in St. Croix County, State of Wisconsin (The CERT COPY FEE:
"Property "): COPY FEE:
TRANSFER FEE: 120.00
RECORDING FEE: 10.00
Part of the SE 1/4 of the NE 1/4 of Section 2, Township 31 North, Range 18 West, PAGES. 1
St. Croix County, Wisconsin described as follows: Lot 1 of the Certified Survey
Ma p__filed December 22 2000 in Volume 14 of Certified Survey Maps P 4
as Document No. 635749.
Recording Area
Name and Return Address L
WESTconsin Credit Union !/
P.O. Box 269
New Richmond, Wi. 54017
I
038 -1004- 95-000
Parcel Identification Number (PIN)
This is not homestead property.
Exceptions to warranties: Subject to all easements, restrictions and covenants of record.
Dated this 11 day of February, 2001.
"
*Arlen E. Luehmann T
Vi Luehmann +
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) STATE OF WISCONSIN )
_ ) ss.
57- °sr County )
authenticated this _day of 2001.
Pet pt t�m�/ il&jnc this day of
& — med
�° el to me known to be the
TITLE: MEMBER STATE BAR OF WISCONSIN person(s) Wh 6 executed tie fore o strument and acknowledge
(If not, the same. r iu
authorized by § 706.06, W is. Stats.)
Tms INSTRUMENT WAS DRAFTED BY / • "'
Hendrik W. Van Dyk
VAN DYK, O'BOYLE & S1LER, S.C. Notary P Ic, " State ot'Wisconsin My ommission ispe ent.
Post Office Box I IS, New Richmond, W 154017 (If not, state expiration date: / )
(Signatures may be authenticated or acknowledged. Both are not
.} necessary.)
*Names of persons signing in any capacity should be typed or printed below their signatures
WARRANTY DEED S'rATE BAR OF WISCONSIN
FORM Nu. 2 - 1998
INFORMATION PROFESSIONALS COMPANY FOND DU LAC. W1 800-6552021
63`749 �i.�B /oar Q�zoo 9� -
CERTIFIED SURViVi�����
LOCATED IN PART OF THE SE1 /4 OF THE NE1 /4 OF SECTION 2 T31 N,
R18W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN.
CURVE DATA TABLE
CURVE I RADIUS CENTRAL CHORD CHORD ARC TANGENT IN TANGENT OUT
ANGLE BEARING LENGTH LENGTH
1 1 1190.91' 45 °55'35" S37°05'1 1.5 "E 929.24' 954.59' S14°OT24 "E S60°02'59"E
N 2 1190.91' 42°45'02" S35°29'55 "E 868.11' 888.58' S14°OT24 "E S56
3 1190.91' 03 °10'33" S58°2T42.5 'E 66.00' 66.01' S56°5226"E S60°0259"E
4 218.00' 30 S47°06'44.5 114.52 115.88' S31 ° 53'04'W S62TO25NV
3 \ 5 11 52.0(Y 59°28'11" S61 °3T09.5'WN 150.78' 11 57.7T I S31 °5T 04"W I N88°3945"W
t
\\ LEGEND
Uj
y 1 "IRON PIPE FOUND
0 1"X 24" IRON PIPE SET WEIGHING
1.68 LBS. PER LINEAR FOOT
v \ � _ _ 100 FOOT ROADWAY SETBACK LINE
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LOT 1
5. CRES INC
217,8 FT. \ \
4.29 ACRES EXC RW
166,744 SQ. FT. APPYWIVED \ ,Q •
ST. CROIX C UNTY
............. 0
Planning .... and .... Committee �,� o�
DEC 2 2 2000
9 HUNTINGTON If not recorded within 30 days of
g
DRIVE approval date approval shall be 5
null and void
N8 8 ° 38'45"W 34 2.12 E1/4 CORNER SECTION 2
— FD /
to — — — — S89 215.62
S89 4 47 .0 1 EAST - WEST 1/4 LINE AS SHOWN ON
89°34'50"W 2286.64' (S89°48'15 - W 2949.01') CERTIFIED SURVEY MAP VOL. 12, PAGE 3362
S89°34 2949.2T
S89 75.37 UHKAT IE10 LaHD@ OM MEP — v O`t�Gi1IEW
-------------------------------— ------------
OWNERS NORTHLAND SURVEYING, INC.
SCALE IN FEET 1" = 100' ARLEN & JUDY LUEHMANN P.O. BOX 290
1907 COUNTY LINE ROAD HUDSON, WI 54016
100 0 100 200 STAR PRAIRIE, WI 64026 JOB NO.00 -11 DATE 10 -18-00
Vol.14 Page 4014
t 1w SL Clwd MN 5630/ a
0/999 Claud CarroRrRObics.
. PoLK COUNTY
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n Teske 261 us.4
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n Gregory Russell Allen& Lavaun Sand O • DarDb Ds csr vkc y �d •
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Nock & Doreen 80 _ o '
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J &D N & Leon 39.4 90
w kR 'Ahlness . .Jong 2z e 1
R&C P&C•ZO a ETid.mor •Me&fiiB & Joyce Mate Gary 9
urht • is Charlaad ts.l 36 (7 J Y Jessen campeaa 211 Orr Bruce i Me19;u k
Daniel T &1 • m Reitl H a Sa7Frs Ie.0 L
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Keith P • v gre JE u Richard
41 Harlan • g ° ` 5' • Nemeth Janet eth o 4 �„ Anderson etal a Am ITS 115.9 C Fa
hOme 77.4 0 n 3 25.9 b 1kA Ha nsen Norman • .' a CC H . & q �. u 76.99 o.r z6 w Earnest & 78 Inc
7 a George &
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0.9 Estates Ent etal 40
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m7 140.5 Monica m Tracts D W Patric, Joseph '• Dsdc Marko L Patsy 63 5+1ta40 P11. 11 Nd 139.9 75.4
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z v Olson u K 5 ldim& 47.9
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• am & 3o.s 77. ease,,, • Phillip Lake 36
p W.yae& times. Joyce David 92 Robert
cm.m • Gerald 73.7 FeRCia Bonestroo, 1 �,,,. & Ralph & &Anna Age RB s
lUvud &Mark rc Ge'n�ab' s Rosene & • M saew.n• Mary Mondor ° 1 Curtin RaiLsback II sewuag 1+ V . C ry
Cloutier s , loL.z 4o z.4
0 1Clemesrtrd 80 DA6 Anderlik zs I - Robert. Fri tz • m' Ronald 50.5 von"'
leph & Mary Laaloyne & z6s " & Assoc 157 `" & violet Asplund 80 .n Wohlere 4ylp¢x 60b 00 Rivard Eva Halvorson • Madoa Moe °C6a u ' Q �¢ 4
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85 Fain Tr 80 raK �a DW6
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Lykk Small 97.2 ltaillargeon
LanS ure s= "'� Gerald &Marcella a Tracks Steven & Genevieve 3 0
At R &Dx o• i' s ,,,,, pp Dk Francois a •��
hic c HHn B. rr.<D Backes Tr 33.s K 9 Cristy
90 °dM°l • Aahaa �uK� Wickenhauser 100
s w ak x k ME , 1 1* . , r Daniel
185.5 • • r „ m 221.8 T m Ole 160 212.9 z1 Casey
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rands & Ltd Han- M = R P 19.6 5m & Vrieze 78.4 N o 120 40 40 •
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10.19 BM sm , Rv St Croix Helene n
38.4 e • Cara at e.1 � � r s Victor 103.4 ^. a i 2 40 80 Co Houle 715 aa �
D 16 i Gunton 25.7 1 &L Brown a aw Myers III ab 'J @
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43 B Cle on roePPe Ral h ty
• 39.2 P & Jean w 40 Newby N
•�.2• Mo a B..�eL M & 8� RICHMOND
John & D9ug as Russell 156.9 New bby 90
Gtherbue $1 sue"- b Flandrick • 40 -a•a•. K
Rivard DL6 oa. a 2 120 • Skl ea B&M L 9.9 St M 10.9 C of N R Z 39.6 64
Golf Club J ' , u
1362 L.indalou st u u1, as Needham k. D&LO to n+e 126 1.3 Friday •
a • U Michael m Canning t4 J1 k
• • Jensal 74.7 *s. H T ' as 92.4 Cod &.Kathleen K Rcly Corp GE 65 AR
= } 5.9 J Robert CS 0 , o &
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In lower GD g carol Duffs N€ KatVeC llotti 116.2 • Trs ear y4� urz 212.6 K 49 0 1400
64 1300
3 S EE PAGE 60 900 + 1000 1100 SEE P AGE 46 1200
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Ott Me /4 ' c:e�siness Fat>i 1 Re�sidentYat end ConuM+ c ?aperty, „ = f. � 7 .
For more information contact our office,'. Phone: '(716) 294 -3186 or 755n3186 .• Fax: `(715) a �`55 -2898
OR CALL YOUR DIRECTORS OR AGENTS
John Heintz Edward Sontag Richard or Sharon McCurdy David Neidemire Henry Heintz
248 - 3833 ' 549 - 6579 646 - 9303 294 - 3692 357 - 3244
Phyllis Clark George Setter Stack Insurance Agency Paul Hedlund Agency Tom Heintz
265 -7079 269- 5481 265- 4614 643-3311 265 -7394