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Parcel #: 032 - 2045 -40 -300 12/23/2009 03:19 PM
PAGE 1 OF 1
Alt. Parcel #: 12.30.19.655A -20 032 - TOWN OF SOMERSET
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner
O - SYKORA, MICHAEL & SARAH
MICHAEL & SARAH SYKORA
1646 83RD ST
NEW RICHMOND WI 54017
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description 1646 83RD ST
SC 3962 NEW RICHMOND
SP 1700 WITC
Legal Description: Acres: 10.000 Plat: 4186 -CSM 15 -4186 032 -2001
SEC 12 T30N R19W NW SW BEING LOT 1 CSM Block /Condo Bldg: LOT 1
15/4186
Tract(s): (Sec- Twn -Rng 401/4 1601/4)
12- 30N -19W
Notes: Parcel History:
Date Doc # Vol /Page Type
05/07/2008 874326 WD
11/19/2003 747000 2459/216 EZ
11/13/2002 698189 2044/298 EZ
03/08/2002 673004 1850/285 WD
more
2009 SUMMARY Bill #: Fair Market Value: Assessed with:
1349 258,700
Valuations: Last Changed: 11/03/2008
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 10.000 83,000 134,100 217,100 NO
Totals for 2009:
General Property 10.000 83,000 134,100 217,100
Woodland 0.000 0 0
Totals for 2008:
General Property 10.000 83,000 134,100 217,100
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: 08/2212005 Batch #: 05 -2
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Divisiln Ij
INSPECTION REPORT Sanitary Permit No:
420452 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:
Hanson, Chad & Jennifer I Somerset Township 032 - 2045 -40 -300
CST BM Elev: Insp. BM Elev: BM Description:
X16 - 3a %, - 3 a C.S %V0A?—
T INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
Dosing Alt. BM
Aeration Bldg. Sewer
Holding SVHt Inlet � r
°fit •roz
TANK SETBACK INFORMATION St/Ht outlet 91
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic , I Dt Bottom
Dosing Header /Man.
Aeration Dist. Pipe C 0 0
9 -'—
Holding Bot. System �•Z.o .(.Z
.9 S,
G � r
PUMP /SIPHON INFORMATION Final rade Co •S �°�.?�
Manufacturer Demand St Cover
PM Z • c`� 1 $Z
Model Number
TDH Lift fiction s System Head TDH Ft
Force mai Length Dia. Dist. to Well
S , APZQRPTION SYSTEM
TRENC Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIM S
SETBACK SYSTEM TO P/L IBLCfG IWELL LAKE /STREAM LEACHING Manufa r
INFORMATION CHAMBER OR `"� — Type Of System: ti / UNIT
Model Number: � � N
� J
DISTRIBUTION SYSTEM
Header /Manifold U Distribution x Hole Size x Hole Spacing Vent to Air Intake
Pipe(s) ti
Length Dia Length Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil 1101 Yes �I] No ❑ Yes E No
COMWTS: di crepe cie, pe pre et ) Infection #1 Z/ ZS/ �Z . Inspection #2:
Loc tion: 1646 83rd Street Soom WI 54025 NW 1 SW 1/4 12 T30NRl9W) ,O NAA Lot 1 Parcel No: 1g.3 . 9.655A20
1.) Alt BM Descri tion = CV.�t�
2.) Bldg sewer length = 3S7,-0 O /
amount of cover = — n 1��. • �Je� _60 014
3 S S IB- w - i
Plan revis' n Required ?e' Yes N CZ 23 0�,. — -- - -- -
` U e other si or adoii onal inf ation,O 41�nsepc 671 [� Date Signature Cert. No.
S -6710 (R.3/97)
M �
1
4 i
-A)4 V-48
`�' `
voi
--- __ and Buildings Division County
201 w, Wa3tt4toa Ave., P.O. Box 7162
l SCOrfS�rn Madison, WI 53707 - 7162 Site --#-- )4 % Address
pe artment of Commerce �' -� t 3 f0j ,')
Sanitary Permit Number
Sanitary Permit Application '{ D *5z
In accord wide Cam 33,21, Wic, Adm. Code, permad it>fot wdon you provide ❑ Check it Revision
W be used f WCOn WWW Pciv Law IM MI rn State Play T.D. Nusabar
i. Appliation Iafoematloa - P►ease Plhrtt AS Infotlaatitsn
Prop" Owmr't Nun Parcel Number
on 2o4S - -`FO - 3csp . 6SS
C� Property Location
Property t'a Nellie; Address R i= C L, d V i_ !J icS� ti' S/ T N R
0 & jg LS! Lot Number B10ek Number
city, Sate zip Code um 6' ?0 Q Subdivision Name ROI CCJ! i
IL Type of BttU& (chock elf that appiY) ,, f v s ,,1,,,,� «► amity'
1 or 2 Family DweMq - Number of Bedrooms 3 Ovivage
0 PubliNCemmerciat - Donctibe Use DTOwwW 5 t-5G r
Q Soto Owned Y ;2-� 2) n ' Nearest Road /G6-�1 i
` `� trn cx.ruS ---°I
3
UL T7" of Psrmw (Cbo& only one box ot= fine A (ntuabaittg :charm for internssl rue). Cotaplete Jim B it applicable)
A. 1 2 (3 Rapiaaement Sysam 3 0 Repiacem= of 6 0 Addition to
For Count? ease
Task Oni t :
B. 0 Cberk if Saniary Parailt Previously LsnI
er mit Number Dam Issued
TV. TTyr of Pertltit: (Check all that aPP4)(numbering scheme is for lnteraal use) -� /� - /t7a
44XNon- Pressurized la-- t33roupd 2113 Monad 47 ❑ Ssad Filar So ❑ Coated Wadar►d
22 0 Pressurized lu- Grouod 41 Holding Tank 48 0 Sin=le Pass 51 0 Drip Line I
45 0 A"lt'ade 46 0 Aerobic Treamwat Unit 44 0 Recircul 3a ❑ Other I
lnt anon.
V. Area ohm
ii petcoladoa Rare Final G
D' rtal Mau Apple i ,per
Plow Dlapw'ssl Ara � Mo
'
Destsa t3�) ,pr. ./inch) - 3 0
R Proposed ) Aate(c3ais IDays/S4 ) `�2 ,
A161—
Talc Info Capacity iA Toa1 Number Manututurer Prefab Site Steal Fiber Plststic
t3alfcca Galloon of Tanks Concrete Coneauctsd Glass
mom
New Baladug
septic or Holmes Tartly
r cbsmbw
VII. Statement- L the rmd
a:nsntia ra �{y of the POW t5 shown ors the attaeited
ber'a 1MPItS Number
BuaWM Phorse Number
Phroabar'a Now MW i3itnaurra
(Peiat)
wit
phrmbet's Addteen (street, Cis}+. sate, Zip t;ode)
Id -2d
VIII. /De Use Only ears acre (No sumps)
{ Approved 0 l Sure- eertu� Fee (lacludes Groundwater Thos Issued Tssuitt4 lgaa
® Owaar Owen Initial Adverse
2zS , o � LLLAK
Aete:aoins>aoa
1X� gfl a t App rava!lReesoas for APr�
matt►lare P1mn iw the Certnd aoU) foe the srtem ea paper not ids t6ta >s ll tekhp m tine
SBD -6398 (k. 05101)
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' Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 —of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County St. Croix
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. pending
Please print all information. Re !awed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). , o Z
Property Owner Property Location
Chad Hanson Govt. Lot NE 1/4 SW 1/4 S 12 T 30 N R 19 tX(or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
671 b4onet::W na na csm pending
City tae a Phone Number ❑ City ❑ Village IN Town Nearest Road
New Richmond I WI. 1 54017 (715 ) 246 -4384 Somerset I 165th. Ave.
EI New Construction Use: E i Residential /Number of bedrooms 3 Code derived design flow rate 450 �\ GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Outwash Flood Plain elevation if applicable ft•
General comments
and recommendations:
trenches @ el. 96.10, spaced to code 4.00' below grade ; ST(;FiOfK
Boring # a Boring 4%) MWGOFFlr£
❑ Pit Ground surface elev. 1 0 0.10 ft. Depth to limiting factor + 100 �in</�
<' ..Soil Applicatigh Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary t GP
D %ff?
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 'Eff#2
1 0 -11 10 3/3 none L 2msbk mfr QU if 5
2 11 -26 10yr4/4 none sil 2msbk mfr 9w 1f .5 .8
3 26-100 7.5yr4/6 none ms Osg ml na na .7 1.2
Boring # ® Boring
2 ❑ Pit Ground surface elev. 1 00.1 0 ft Depth to limiting factor + 100 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 -9 10 3/3 none L 2msbk mf
2 9 -32 10yr4/4 none sil 2msbk mfr gw 1f .5 .8
3 32 -44 7.5yr4/4 none sl 2msbk mvfr gw na .5 .9
4 44 -10 7.5 4/6 none ms Os
Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature . CST Number
Gary L. Steel 02298
Address Date Evaluati n Conducted Telephone Number
1554 200th. Ave., New Richmond, WI. 54017 5 -10 -2001 715 - 246 -6200
Property Owner Chad HanSQn Parcel ID # pending Page 2_ of _ 3
Boring # Boring
3 ❑ Pit Ground surface elev. _ 95.80 ft. Depth to limiting factor +100 in.
— go - R - A - pplication 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
1 0 -10 10yr3/3 none L 2msbk
2. 10 -28 10yr4/4 none sil 2msbk
3 28-10C 7.5yr4/ none ms Osg ml na na .7 1.2
qZ
F] Borin # D Boring
4 g pit Ground surface elev. 9 5.80 ft. Depth to limiting factor +100 —
in. Soil Ap lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fY
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0 -10 10yr3/3 none L 2msbk mfr 9W 1f .5 .8
2 10 -24 10yr4/4 none sil 2msbk mfr qW 1f .5 .8
3 24 -30 7.5yr4/ none sl 2msbk mvfr gr na .5 9
4 30 -10 7.5yr4/6 none ms Osg ml na I na .7 1.2
�Z
Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit 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 I `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 alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777.
SBD -8330 (R.6 /00)
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
Chad xanson New Richmond, WI 54017
MPRSW - 3254 NE S12- t30N -
town of Somerset (715) 246 -6200
csm
" =40'
�.= top of 1" pvc pipe @ el. 100.00'
. BM = top of 1" pvc pipe @ el. 96.30'
2 .
2'
,
0
100 t
6A --
1' 2t9 '2a
2
Gary L. Steel
5 -10 -20 1
Private Onsite Wastewater Treatment System Management Plan
Septic Tank And Gravity In- Ground Soil Absorption Component
Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment
System (POWTS) shall include information and procedures for maintaining the system within
the parameters of Comm 83 and 84, and the conditions of approval by the department, agent,
or governmental unit. The approved plans and permits for system are on file at the county
zoning or health department.
This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground
Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD-
10567-P (R.6/99).
Table 1: System Des i n Specifications
Sanitary Permit Number
Number of Bedrooms 3
Design Flow - Peak ( pd) S�
Estimated Flow - Avera e ( pd)
Septic Tank Capacity (al)
Soil Absorption Component Size (ft) V il
Type of Wastewater IYomestic
Table 2: Soil Absor tion Component - Limits of Reliable Operation
Septic Tank Component Soil Absorption Component
Design Flow - Peak d) LVO !o ue b►,
Maximum Influent Particle Size (in) 0 1/8
Maximum BOD (m /L) 220
Maximum TSS (m /L) 150
Table 3: Maintenance Schedule
Septic Tank Inspect and/or service once every 3 years
Outlet Filter Inspect once a year and clean at least once every 3 years
Soil Absor Lion Component inspect once every 3 years
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks
under s. 281.48, Stats. The contents of the septic tank shall be disposed of In accordance with
NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease
Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable
Restrooms).
The operating condition of the septiLAank and outlet filter shall be assessed at least
once every 3 years by inspection. Th outlet filte shall be cleaned as necessary to anc=
,proper operation The filter cartridge should not be removed unless provisions are made to
retain solids in the tank that may slough off the filter when removed from its enclosure. If the
Management Plan for a Septic Tank aura Sal. Acsorption Component
filter Is equipped with are alarm, the filter shall 06 serviced if the alarm to activated cont1nu0us1y.
Intermittent filter alarms may Indicate surge flows or an impending oonttnuous alarm. The
septa tank shall hove Its contents removed when the volume of scum and sludge In the tank
exaWs 113 the liquid volu of the, tank. if the oontor+ts of the tank are not remcvad at the
time of an assessment, molintanance personnel shall #*IS* the owner of whe the next serv
needy to be perfomwd to maintain lees than maximum scum and Sludge acx umulatiott in the
tank.
Manhole risers, access risers and covers should be Inspected for water tightness and
soundness. Act ass open used for service and Waseament shall be sealed watertight upon
the oompletlon of servioo. Any opening deemed unsound, datective, Or sub,{oct to falkn must
be replaced.. Exposed acosse opening greeter than l4ahea in dlarnwr shall be seoutod by
an e!f'eoti,ve locWny dwioo to prevent aaoidental or unauthorisod ontry Into the tank.
No one ash wW enter a septic or other tr+es~t or h*Wfi r tank for
any mason **,N et being i full con plimco with CWM sftndw* for
en" a WdnW apace. The 89moiph" Ww the aep*c or other
trreOWt of he Aft tank may j**In legion #NO& end rarcoa of s
parsesrn f m 010 Interior Of Wk nuybe or Ifnpo"e.
Tank abandonment ihtall be in accordance w ith Comm $3,33, No. Adm. Code when tree
tank is no longer used as a POWTS component,
dell Abaerotion Cow
The soil absorption component carv ing this struOLUN is designed to accept domestic
wastswatmr from a residential fac'lity. ThS limits of operation of this component era shown in
Table g.
The longevity of a soil absorption Wnponent depends greatly on proper and timely
maintanarace, and syste use wh or below the limits of reliable operation. Good wager
conservation praatloes by all a=pants and the Instaliston of water con serving plumbing
fixtures are key Wtors In extending the useful ilia of this component.
The soil absorption component's operation must be assessed by inspection at least
once every three years. The Inspection shah Include recording the leY818 of ponding. If any, ir,
the observetlon pipes, and a visual inspection for any evidence of surface seepage or discharge
from the oornpone�t. OstNplYThe su eoharga of domeSt wastewater d
�or *e wage
raporra�d to the owe for rape
from the eysterm Is prohibited and conalclamd a human heaith t+azard.
Traffic around or ewer the coil absorption component mould be avoided partloumay ead
during winter months, The Compaction or removal of snow covet over'
to hydrauDc failure by freezing. This type of failure Is usually tarnporary, but Is diftwt or
Irnpoe,Sib{e to repair until weather conditions Improve. In psneral, coil compaction over this
component will reduce diffuslon of oxygen into the soil and dlepereal call, which msy lead tc
more Intense, and earlier, organic clogging of the soil.
2
4
Management Plan for a Septic Tank and Soil Absorption Component
Plantings of deep - rooted trees and shrubs directly over of within ten feet of the component
should be avoided since root intrusion into the component may obstruct wastewater flow.
Contingency Plan
In the event of system failure, a new system could be Installed in an alternate area. With the
Installation of a diverter valve, the existing system could also be reused after a period of three to
four years.
It Is the property owners responsibility to maintain the alternate area free from any planting of
trees, shrubs, etc. In case of failure of the original system, the alternate area will be needed. If
any trees, shrubs, etc. have been planted on the alternate area, they will have to be removed at
property owners expense.
If alternate area Is destroyed, there are other alternative systems that can be used, in which,
could result in added expense to the property owner.
Any tank abandonment shall be done in accordance with Wise. Code 83.33. Any questions
regarding this code, please contact your kxsl Zoning Office or contact the Installing plumber.
,ZdN�;V� t�5A Cz� y e$
I
FF'CH '= ch.um. ?lisr t- i - ml,inm =A: >: 11D. . 715__181631____ Sep. 04 2002 a7:43PH F
ST CROIX COLNTY
SEPTIC TANK MAIN'TENA`NCE AGREEMENT
AND
O ANI ERSHIP C$RTIFICAT ;ON FOPUM
n uyer .l ' T �L M 0
�r ki ' Mailing Address b 3 V
Property Address - / � 4 03 r
(Verification required from Planning Department for new construction)
CityiStateParcel Identification Number
LEGAL DES -CRIPTIpN
Property Locatior. Id t /., 5VV ;/., Sec, 19, , T N -R _aW, Town of
Subdivision. _ , Lot # .
Certlfled Survey Map # sp �J g Volume _�` _ Page to
Warranty Deed 0 ab � Volume I m , Page # 2$ �
Spec house 0 yes no Lot lines idcn:ifrablc 5/ es J no
SYSTVKAJAINTEN E
Improper use and tnarntenance of your septic system could result in its prenutt:rc failure to handle wastes. Proper maintenance
consists of pumping out the septic tank every tie years or sooner, if needed by a licensed pumper. What you put into the system
can affect the !unction of the septic tank: as a 7earutent crate in the waste disposal system.
The property owner agrees to sebmit to St. Croix Zoning Depa.uuet:t a certification form, sighed by the owner and by a
master plumber, journeyman plumber. restricted plumber or a licensed pumper verifyiag that (1) tea on -site wastewater disposal system
is m proper operating condition and/or (2) after irspectioa and pumping (if accessary). the septic tarJc is (css than 13 fuli of sludge.
Uwe, the undersigned have rend the above Taquimments and agree to maintain the private sewage disposal System w:th the standards
set forth, herein, u sot by the Deparanent of Comrncrce and the Department of Natural Resources, State of Wisconsin. Certification
stating that your septic tystem has boon rruiamined must be completed and returned to the St. Croix County Zoning Office wither 30
days of the `i �' lion date.
L_ t Aoa7l /z/ / 0v
SIGNA'T'URE OF APPLICAN
DAT):
OWNER MIUICATION
I (we) ccettify that all statements on rb" form are *:tree to the best of m (our) T=wledgc. I (we) am (are) &..e 0waer(s) cf
the property de above, by vi. -tuc of a u ty deed recorded in Register of Deeds Office.
SIGNATURE OF APPLICANT DATE
• "•"' Any information that is this - represented may result in the sanitary per-rut being revoked by the Zoning Deparunent •`•••`
" Include with this appHeotion- a stamped worranry deed frog: the Register of Deed office
a copy of &e cemfied survey map if reference is nude in t.e warranty deed
t�
U 1 8 5 II P 2 8 5 673 CZ) 0J+
STATE BAR OF WISCONSIN FORM 2 -1998 KATHLEEN H. WALSH
REGISTER OF DEEDS
ST. CROIX CO., WI
This Deed, made between Elaine G. Boardman, a single person, RECEIVED FOR RECORD
Grantor, and Chad E. Hanson and Jennifer M. Hanson, husband and wife 03- 08-2002 8:25 AN
as survivorship marital property, Grantee.
Grantor, for a valuable consideration, conveys and warrants to Grantee WRRNM DEED
the following described real estate in St. Croix County, State of Wisconsin (The EXEMPT (I
"Property "): REC FEE: 11.00
TRANS FEE: 90.00
Part of NW 114 of SW 114 of Section 12, Town 30 North, Range 19 West, St. COPY FEE:
Croix County, Wisconsin described as follow Lot l f Certified Survey Map tiled CERT COPY FEE:
PAGES: 1
October 5, 2001 in Vol. 15, p age 4186 Doc. No. 658446,
Together With a 66 foot casement for ingress an� egress as described in Vol. 1709,
page 145.
Recording Area
Name and Return Address
First National Bank
PO Box 89
New Richmond, WI 54017
n r 032-2045-40-00
f , U arcel Identification Number (PIN)
his is not homestead property.
Exceptions to warranties: Subject to all casements, restrictions and covenants of record.
Dated this ) St day of March 2002.
'Elaine G. Boardman `
i
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) STATE OF WISCONSIN )
) SS.
St. Croix County )
authenticated this _ day of , 2002.
Personal- came before me this 1St day of
%rch 2002 the above named
Elaine G. Boardman
to me known to be the
TITLL. MEMBER STATE BAR OF WISCONSIN person(s) who executed the foregoing instrument and acknowledge
(If not, the same.
authorized by § 706.06, Wis. Stats.)
THIS INSTRUMENT WAS DRAFTED BY
Ronald L. Slier ej :� .
C. Dodge
VAN DYK, O'BOYLE & SILER, S.C. Notary Public, State of Wisconsin My Commission is permanent.
Post Office Box 118, New Richmond, WI 54017 (If not, state expiration date: 04/07/02 )
{signatures may be authenticated or acknowledged. Both are not JULIE C DODGE
necessary.) Notary Public /State of Wisconsin
'Names ol'persons signing in any capacity should be typed or printed below theirsignatures
'AANriANTY DEED STATR BAR OF WISCONSIN
FORM Na. I - 1998
INFORMATION PROFESSIONALS COMPANY FOND DU LAC, W I SDO- 655 -2021
i
658446
KATHLEEN H. WALSH
REGISTER OF DEEDS
ST. CROIX CO. WI
RECEIVED FOR REHRD
CERTIFIED SURVEY MAP 10. - 2001 3:00 PM
COPY FEE: 3.00
Located in part of the Northwest Quarter of the Southwest Quarter of Section 12, Town shiKCNDMrEbf : 13.00
Range 19 West, Town of Somerset, St. Croix County, Wisconsin. PAGES: 2
Prepared for and at the request of:
OWNER: Elaine Boardman
Jennifer Hanson SEE SHEET 2 OF 2
671 Monette Dr. Apt. 5 FOR DETAIL
New Richmond, W. 54017 _L_0_T _2_3 \
Drafted by. Jim Hahn PLAT OF NORTH BASS LAKE ESTATES
-------------------------- - - - - -- _ 16_5TI5/
EAST —WEST 1/4 LINE VF N[/E
N89'39'1 9"E N89'39'19 'E 660.05'
\ c� CENTERLINE
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Im �
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UNPLATTED LANDS OF OWNER I o
I
NOTE: The parcel shown on this map is subject to State, County and M N
Township laws, rules and regulations (i.e. wetlands, minimum lot size, acce g
to parcel, etc.). Before purchasing or developing any parcel, contact th C /^,
Croix County Zoning Office and the appropriate Town Board for advice.
ALLEN
SCHLIPP
LEGEN S -2050
Section Corner Monument NEW
of Record RICHMOND
O Set 1" x 24" Iron Pipe weighing WI Q
1.13 pounds per linear foot
C. B. A. Contiguous buildable area per town of Somerset SU���
Aso ° 150
NO TH
GRAPHIC SCALE
SCALE IN FEET: 1 inch = 150 feet
BEARINGS ARE REFERENCED TO THE EAST —WEST
JOB # 0 7 SU13 1/4 LINE OF SECTION 12, TOWNSHIP 30 N., RANGE 19 W.
5
Prepared by. WI -ITCH IS ASSUMED TO BEAR N89'39'19 ° E.
JECI Consulting Group, Inc.
Phone No. & FAX (715) 246 -4319
109 East Third Street, P.O. Box 325
New Richmond, WI 54017
Sheet 1 of 2
Vol. 15 Page 4186
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656446
KATHLEEN H. WALSH
REGISTER OF DEEDS
ST. CROIX CO. WI
RECEIVED FOR RE RD
CERTIFIED SURVEY MAP 10 -05 -2001 3:00 PM
COPY FEE: 3.00
Located in port of the Northwest Quarter of the Southwest Quarter of Section 12, Town sh*ECBtaDMrFEE' 13.00
Range 19 West, Town of Somerset, St. Croix County, Wisconsin. PAGES: 2
Prepared for and at the request of:
OWNER: Elaine Boardman
Jennifer Hanson SEE SHEET 2 OF 2
671 Monette Dr. Apt. 5 FOR DETAIL
New Richmond, W. 54017 _LOT _2_3_
Drafted by. Jim Hahn PLAT OF NORTH BASS LAKE ESTATES
----------------------------- kEM
EAST —WEST 1/4 LINE te c„ -- /4
N89'39'19 "E N89'39'19 "E 660.05' F; C ENTERLINE
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I m
NOTE: The parcel shown on this map is subject to State, County and N
Township laws, rules and regulations (i.e. wetlands, minimum lot size, acce G D , V I
to parcel, etc.). Before purchasing or developing any parcel, contact th �S
Croix County Zoning Office and the appropriate Town Board for advice. 1 �
ALLEN
SCHUPP
LEGEND S -2050
Section Corner Monument NEW
of Record RICHMOND Q
O Set 1" x 24" Iron Pipe weighing
1.13 pounds per linear foot
C. B. A. Contiguous buildable area per town of Somerset 'YO SU
0/O Z/O
iso 0 150 NO ZTH
GRAPHIC SCALE
SCALE IN FEET. 1 inch = 150 feet
BEARINGS ARE REFERENCED TO THE EAST —WEST
by WH ICH 1/4 LINE OF SECTION 12, TOWNSHIP 30 N., RANGE 19 W.
Prepared by.
JOB # 05 ICH IS ASSUMED TO BEAR N8939'19 "E.
JEO Consulting Group, Inc.
Phone No. & FAX (715) 246 -4319
109 East Third Street, P.O. Box 325
New Richmond, WI 54017
Sheet 1 of 2
Vol.15 Page 4186
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