HomeMy WebLinkAbout032-1006-40-200 f Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
ion
INSPECTION REPORT Sanitary Permit No: 405163 0
AMATION (ATTACH TO PERMIT) State Plan ID No:
ju provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
e: City Village x Township Parcel Tax No:
_evin & Amif Somerset Township 032 - 1006 -40 -200
uM Elev: r Insp. BM Elev: BM Description:
1 ( I C3 0d I C"'% cbwt!
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic fl Benchmark f
z.0(. 6 Z,0 fou.0
Dosing Alt. BM
Aeration Bldg. Sewer 3 ,02- -m o f I
Holding St/Ht Inlet 3 8.
TANK SETBACK INFORMATION St/Ht Outlet 3 •1
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic } �t !s I Dt Bottom
Dosing Header /Man. •'Fj(� 8 /
9r. r
Aeration Dist. Pipe 9 0', `t 'Is, 9�
Holdin Bot. System • 2. D
.
Final Grade
PUMP /SIPHON INFORMATION �-�+� c f•o 9'8•oG f
Manufacturer Demand St Cover
GPM
Model Numbe
TDH Lift i n Loss System Head TD Ft
Force mai Length Dia.
SOIL RPTION SYSTEM �,( /� r �2 •SV • r - 1- r�.�.� Q tA O
RENCH Width Length No. f renches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIM S 3 I
SETBACK SYSTEM TO P/L jBIf1DG IWELL LAKE /STREAM LEACHING a i facturer: �(
INFORMATION CHAMBER OR
Type Of System: r UNIT
� � 2 � � �� Model Nu `�r:rr
cvnv
DISTRIBUTION SYSTEM
Header /Manifold U DPipes)
istribution x Hole Size x Hole Spacing Vent to Air Intake
Length Dia Length Dia pacin
SOIL COVER x Pressure Systems Only xx Mou nd Or At - Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched
Bed/Trench Center BedlTrench Edges Topsoil J_ Yes ;� No r i Yes F9 No
COMMENTS: (Include code discrepencies persons present, etc.) Inspection # :/ Inspection #2:
L cation 237,6 CO�ty SE rset wl 54025 (SE 1/4 NE 1/4 3 T31N R19W) NA Lot 1 Parcel No: 02.31.18.366
� t t M K Desc�ript((on = yy((� /.t{{�Qp -"fir- \1
2.) Bldg sewer length = 5 D r
amount of cover = `$ 4. 1 ;p
C 3) v v�e'�" t.le•.s•�rcr,.� � —�•� t> c� -h�e+� . -
o - - -- — -- — - revis -
Plan Use otherside for additionalL'I No
Yes �Yi 3
informat n�.
SBD - 6710 (R.3/97) Date Insepctor's Signature Cart. No.
Sanitary Pe it Application Safety & Buildings Division
ton Ave.
In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington
i
See reverse side for instructions for comoSting this application PO Box 7302
"Wisconsin Personal information you provide may be used for second purposes Madison, WI 53707 -7302
Department of Commerce Submit completed form to [Privacy Law, s. 15.04(1)(m)] � P � ( P county if not
G — 9 — O z .5 P /.s state owned.)
Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size.
County I State Sanitary Permit Number ❑ Check if revision to previous application State Plan I. D. Number
5T. c12D ty 0 -
I. Application Information - Please Print all Information Location:
Property Owner Name Property Location �
L/ J-A / " / �✓J/� C C Z-4 I+/ To 1/4 /V F /4, S 3 T.7 /N, R/? W
Property Owner's Mailing Address J 1 - 1 2002 Lot Number Block Number
City, State Zip Code Ph ne N N OF I C Subdivision Name or CSM Number
�vYxe.rSe
II. Type of Building: (check one) 0 ❑ City
A 1 or 2 Family Dwelling - No. of Bedrooms : ❑ Village
❑ Public /Commercial (describe use):_ WTown of
❑ State -Owned -70 "7n e o-
Nearest Road
o_ _ -,�n 62 -26 C it 9c/ .7
�@JUW `CAl1K 3 ` . S,D I ax Num e ) , -Z20
III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) r
Al 1. New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. �6. ❑Addition to
System System Tank Only Existing System
4B) Permit Number Date Issued
C3 A Sanitary Permit was previously issued
IV. Type of POWT System: (Check all that apply)
W Non -pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland
❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line
❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other:
V. Dispersal/Treatment Area Information: ,u
1. Design Flow (gpd) 2. Dispersal Area 3. Disp a 4. Soil Application 5. Percolation Rate 6. Syste Elevation 7. Final Grade
Re
qui Pro Rate (Gals. /day /sq. ft.) (Mi ch) �. 7p Elevation97S a
,��40 I JJpp 3 . 7 . . 9a, g 96
VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic
Information Gallons Gallons Tanks Con- Con- glass
New Existing crete structed
Tanks Tanks
P- PA Ian 0 / s,,�' ,®� r� ❑ ❑ ❑ ❑
j "
Responsi t t y emen
I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (print) Plumber's Si atu (no stamps): W/MPRS No. Business Phone Number
"3
Plumber's A dress (Street, City, State, Zip Code) .
IX. County/Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps)
Approved ❑ Owner Given Initial Adverse Surcharge Fe
Determination
X. Conditions of Approval /Reasons for Disapproval:
SBD -6398 (R. 07/00)
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ftconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safely and Buildings
in accordance with Comm 85, Wis. Adm. Code county
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must St . CRO1X
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 iaf '' —' R viewed by Date
Personal information. you provide may be used tors rposes (Privacy taw, s.6.04 (1) (m))• I
Prowty Location
Property Owner A_ : Y ''Li, itf� j Govt of SE 114 NE 1/4 S 3 T 31 N R 19 f (or)W
Kevin & Amy McCune
Property Owner's Malting Address Lot # i, Block # Subd. Name or CSM#
705 N. Cascade St. naw na csm
City State Zip Code iA ChCi�y ❑ Village U Town Nearest Road
Osceola, WI 54020 -� "71 , `Somerset Ct . Rd. "I"
[� New Construction Me: Residential / NuttiWdo 6dro w —ALI L Code derived design flow rate _ 450 GPD
❑ Replacement ❑ Public or o:omrnerdal = 't3esa 1,!,! _
Parent material outwash Flood Plain elevation if applicable na tt.
General comments
and recommendations: trenches 4.00' below grade spaced to code
F - 11 Boring # ° i�orl� � Pit Ground surface elev. 97.50 ft, Depth to limiting factor +100 in.
SollApplication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cord. Color Gr. Sz. Sh. `Eff#1 •Eff#2
1 0 -10 10yr4 /3 none sl 2m r mvfr if .5 .9
2 10 -2 7.5yr4/4 none is Os mvfr
3 21-1CO 7.5yr4/6 none ms 0SCI ml na na .7 1.2
a3 S0�
' fi
Q Bo ring # f ❑ Boring
pit Ground surface eiev. 97.50 ft. Depth to limiting factor +100 in. Soil Rata
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 -11 10yr4 /3 none sl 2mgr mvfr gw if .5 .9
2 11-22 7.5yr4/4 none sl 2msbk mvfr gw if .5 .9
3 22-1 CO 7.5yr4/4 none ms Osg ml na na .7 1.2
Effluent #1 = BOD > 30 < 224 nVL and TSS >30 150 mg/L #2 = BOD < 3qpv& and TSS < 30 mg1L
CST Name (Please Print) Signature Number
t 02298
Gary L. Steel
Add Date Evalua Telephone Number
1554 200th. Ave., New Richmond, WI. 54017 9 -6 -2000 715- 246 -6200
S_
Property Owner K. McCune Parcel ID # pending _ Page 2 of -- 3
3 Boring
Boring # ❑
F ® Pit Ground surface elev. 92.90 H Depth to limiting factor +100 in, Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GpDff
In. Munsell Qu. Sz, Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0 -13 10yr4 /3 none sl 2mgr mvfr 9W if .5 .9
2 13 -40 10yr4 /4 none sl 2msbk mfr qw if .5 .9
3 40 -10 7.5yr4 none ms 0SCI ml na na .7 1.2
a Boring # ❑ Boring
4 ® pit Ground surface elev. 92 ft. Depth to limiting factor +100 in. So Apelicadon Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff
In. Munsay Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2
1 0 -11 10yr4 /3 none sl 2msbk mfr gw if .5 .9
2 11 -36 10yr4 /4 none sl 2msbk mfr C1W if .5
3 36-100 7.5yr4/E none ms 0SCI ml na na .7 1.2
F-1 Boring # Boring
❑ Pit Ground surface eiev. ft. Depth to limiting factor In.
SoU 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 'Etf#2
I
Efi>uent.#1 = 1300 > 30 < 220 mgll and TSS >30:5 150 mg& " Effluent #2 = BOD .� 30 mg& and TSS 5 30 M91L
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.
SBD8330 (R.W00)
STEEL'S SOIL SERVICE
Gary L. Steel Kevin & Amy McCune 1554 200th Ave.
CSTM2298 SEgNE4 S3- T31N -R19W New Richmond, WI 54017
MPRSW -3254 town of Somerset (715) 246 -6200
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= top of 1" pvc pipe C el. 100.00
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MANAGEMENT PLAN
This Private Onsite Wastewater Treatment System (POWTS) has been designed, and is to be installed and
maintained-in according to Comm 83, Wis. Admin. Code, the In- Ground Soil Absorption Component Manual for
Private Onsite Wastewater Treatment Systems (SBD- 10567-P; June 11, 1999), and the Marathon County Private
Sewage System Ordinance.
1. This POWTS has been designed to accommodate a maximum daily flow of
"'C gallons of domestic wastewater- per day. {
't 0 The quality of influent discharged into the POWTS treatment or dispersal component
shall be equal to or less than all of the following:
a monthly average of 30 mg/L fats, oil and grease.
a monthly average of 220 mg /L BOD5.
• a monthly average of 150 mg/L TSS.
Wastewater shall not be discharged to the POWTS in quantities or qualities that exceed
these limits or that result in exceeding the enforcement standards and preventative action
limits specified in ch. NR 140 Tables 1 & 2 at a point of standards application, except as
provided in Comm 83.03(4), Wis. Admin. Code.
2. The owner of this POWTS is responsible for system operation and maintenance. The
following maintenance shall occur within three (3) years of the date of installation and at
least once every three years thereafter:
1. The septic tank shall be pumped by a certified septage servicing operator, licensed
under. x.281.48, Wis. Stats, unless inspection by a licensed master plumber or
other person authorized to make such inspection, finds, less than one -third (1/3) of
the tank volume occupied by sludge and scum. More frequent pumping may be
necessary to prevent solids from exceeding one -third (1/3) of the volume of the
tank.
Wastes shall be disposed of by the pumper in accordance with ch. NR 113, Wis.
Admin. Code.
At each plumping the pumper must visually inspect the condition of the tank,
baffles, rizsers and manhole cover and verify that any required locks are present. {
2. The soil absorption component(s) shall be visually inspected by a licensed master
plumber, certified septage servicing operator or POWTS inspector. Inspection
shall check for evidence of discharge of sewage to the ground surface and for
ponding of effluent in the distribution. cell..
3. The tank filter(s) shall be inspected and cleaned to remove any accumulated solids
according to manufacturer's specifications. The filter cartridge shall not be
l
i
removed unless provisions are made to retain solids in the tank. Cleaning of the
filter at more frequent intervals may be necessary.
4. Any pump, alarm or related electrical connections shall be visually checked for
defects and tested to confirm that they are operating properly.
5. Reports for all system maintenance shall be submitted to Marathon County in
accordance with Comm 83.55, Wis. Admin. Code and the Marathon County
Private Sewage Systems Ordinance.
3. Defects or malfunctions identified during maintenance described in item #2 above shall
be repaired in conformance with. Connn 83, Wis. Admin. Code, and the Marathon County
Private Sewage Systems Ordinance. The User's Manual, provided to the owner of the
POWTS includes the names and telephone numbers of the properly licensed individual(s)
to contact for such repairs.
4. Anytime a failure or malfunction occurs, it shall be reported to the person(s) identified in
the User's Manual for this POWTS. Repair or correction of such failure or malfunction
shall comply with Comm 83, Wis. Admin. Code, and the Marathon County Private
Sewage System Ordinance.
5. No one should enter a septic or other treatment tank for any reason without being in full
compliance with OSHA. standards for entering a confined space. The atmosphere within
these tanks may contain lethal gases, and rescue of a person from the interior of the tank
may be difficult or impossible.
6. No product for chemical or physical restoration or chemical or physical procedures for
POWTS maybe used unless approved by the Department of Commerce in accordance
with Comm 84, Wis. Admin.. Code.
7. In the event that this POWTS or a component of this POWTS fails and cannot be
repaired, the following contingency plan is proposed:
8. If this POWTS is replaced, or its use discontinued., it shall be abandoned in accordance
with Conan 83.33, Wis. Admin. Code.
06/05/02 ''ED 08:03 FAX 715 386 4686 ST CRX CO ZONING [J001
0 & 4ACUIX COUNTY
SEPTIC TANK MAINTENAN(M AOREEM W
AND
0 "4 7 M'tSHIP CERTT ICATION FORM
0Wn0r/BuYer /� ���., A/
AI�
• Address t 3 .
� ( k 1 , 11 e S
Prta ^
petty Address
(VeriMation rNuimd fiom PI
analog Departmaat for now construction
City /State � ..
Parcel Identification Number n 3 2 — Im 6 - `f o — ?XD
LAGAL AM— CRMT1ON
PMpxr#y Locations / � '' ,��, Sec. TL- Town of
Subdivision f Lot
Certified Survey Map # ! Q 6 I
doltune P age # �Ca
Wxrranty Deed # / , l r o � �,� _ s�
volume Page
Spec house D yes .lM no C. C (g 9 t P 3 rrct lines identifiable ❑yes ❑ no
fi TE1Vi 112.stiNr�r��N�
Itnpmper use attd M'dntenancx of your septic system could mrjt in its premature failure to beadle wastes. p roper conv of pamp u out the septic tank every three years or sooner,
permaktenaaoe
eaa affect the function of the septic tank as a if needed by a licensed PmPer. What you pm jaw the sys M
ttoutmeat stage in the waste disposal system,,,
T1W Prop" owner agrees to submit to SL Croix
masberplualber, jocaneYman plumber mstrictvd plumber or a �� �t a c form, signed by tho owner and by a
1$ "' l�par oparatGdg condition aad/nr (2) after . pi �� that (i) the oa -alto wastewxterdisposa! rystem
inspection and pumping (if necessary), the septic teak is Iess than 1/3 full of sludge.
Uwe. , � b ve t mad the above regiments and agree to maiotaiu the private sewage y he Dapartusent of Commerce sad the g l systeta with the standards
��g that YOM spec system has been tnairttairred must be letc � � Of Natural so rm, Stste of Wiscoasiu. Cerdfieation
4 0 3 of the three Year expiration date. County Uning Office withfn W
. OF APPLICANT / /
DATE
4WNEt ERI CC zo
I (we) certify that all statements on this form are true tv the best of m
do PIVPW� described above, by virtue of a w y (our) knowledge. I (we am (are) the owners) of
enemy deed recorded in Register of Deeds Office.
SIGNATURE OF APPLICANT � / ! O 2
DATE
` * `• Amy infotYnation that is mis_
tr'Presentedmay result in the sanitary Permit being tevoked by the Zoulag Department. •• "••
Include with this application: a 8024md rvWmnty deed from the Lister of Deals office
s copy of the certified sutvay map if reference is made is the warranty deed
V
1� UONAID F.
1/ 1 /CAI
.• A JVIi^`I �. � � IF'Y /m.•
v APR 2 ` 2001
AP•SF " "Y, .�", � J
w I S. r 1(ATNL[ni H.YlALSti
i f 0 v�` Regis „erolDceds 643614
E RTIF \ RVEY MAP
1 .
Located in part of the Southeast Quarter of the east Quarter of Section 3, Township 31 North,
Range 19 West, Town of Somerset, St. Croix County, Wisconsin.
Prepared for and at the request of APPROVED
OWNER:
Leo and Darlene Crotty ST. CROIX COUNTY
2370 C.T.H. "I" Planning Zoning and Parks Commlllee
Somerset WI. 54025 UNPLATTED LANDS APR 2 4 2001
Drafted by. Jason M.Custafson -------------------
EAST LINE OF THE FRACTIONAL NE 114 If not recorded within 30 days of
COUNTY - TRUNK - H / G H W A Y 7 approval date approval sh:a,! be
----------------------
l ' - --- -- S 01'59'32” W 2491.16•- - - - - -- - -- null and void
'h -- '--------- - - - --- R.0_W --�_ _
66.02'. OF C. T.H. ���
�-SOi'59'32 "W 1172.39' `� -'`- _ —
j'�o t R.O.W. N01'59'32'E 1 1252.75 -
QC - EXISTING
Z °j j W DRIVEWAY V
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LEGEND V p N N — m C
N 01'59'32' E 370.11' N
. N
U
County Section Corner Monument UNPLATTED LANDS OF OWNER „� °' C
of Record - - _ _ _ _ a ar 'o
0 Set 1" x 24" Iron Pipe weighing
a minimum of 1.13 pounds per o
linear foot. 0 0 0 °
-_�- z t- - U
R.O.W. Right- Of -Woy O
Centerline
C.B.A Contiguous Buildable Area per Town of Somerset.
150 0 150
JOB # A00092
Prepared by
GRAPHIC SCALE
A & E SCALE IN FEET: 1 inch = 150 feet
LAND SURVEYING & CIVIL ENGINEERING
Phone No. (715) 246 -4319 BEARINGS ARE REFERENCED TO THE EAST LINE OF THE
109 East Third Street, P.O. Box 325 FRACTIONAL NE 1/4 OF SECTION 3, TOWNSHIP 31 N.,
New Richmond, WI 54017 RANGE 19 W. WHICH IS ASSUMED TO BEAR S01'59'32 "W.
Sheet 1 of 2
VOLUME 15 PAGE 4068
a
CERTIFIED SURVEY ASAP
Located in part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 31 North,
r Range 19 West, Town of Somerset, St. Croix County, Wisconsin.
i
SURVEYOR'S CERTIFICATE:
I. Ronald F. Johnson, n RAgis ±ernd �?!�isco:;e ;, La;,d Surveyor, do i►ercby certify That by
the direction of Leo and Darlene Crotty, I have surveyed, divided and mapped a parcel of
land located in part of the Southeast Quarter of the Northeast Quarter in Section 3,
Township 31 North, Range 19 West, Town of Somerset, St. Croix County, Wisconsin,
described as follows:
Commencing at the Northeast corner of said Section 3; thence, on an assumed bearing
along the east line of the Fractional Northeast Quarter of said Section 3, South 01 degrees
59 minutes 32 seconds West a distance of 1172.39 feet to the north line of the Southeast
Quarter of the Northeast Quarter; thence, along last said north line, North 89 degrees 24
minutes 40 seconds West a distance of 361.76 feet to the point of beginning of the parcel
to be described; thence South 01 degrees 59 minutes 32 seconds West a distance of
245.07 feet; thence North 89 degrees 24 minutes 40 seconds West a distance of 120.04
feet; thence South 01 degrees 59 minutes 32 seconds West a distance of 125.04 feet;
thence North 89 degrees 24 minutes 40 seconds West a distance of 452.90 feet; thence
North 01 degrees 59 minutes 32 seconds East a distance of 370.11 feet to last said north
line; thence, along last said north line, South 89 degrees 24 minutes 40 seconds East a
distance of 572.94 feet to the point of beginning. Containing 196,983 square feet (4.52
acres). Subject to all easements, restrictions, and covenants of record.
I also certify that this map is a correct representation to scale of the exterior boundaries
suurveyed and described, that I ha�.�e complied with the provisions of Chapter 236.34 of
the Wisconsin State Statutes and the Subdivision Ordinance of the County of St. Croix
and the Town of Somerset in surveying and mapping the same.
--21q 1 /S ze .
Ro ald F. John n— Registered Wisconsin Land Surveyor No. 118 - I- ' -- 6ate
A & E Land Surveying and Civil Engineering ,Qe- „j "17 /o�x. / o� ti
P.O. Box 325
New Richmond, WI 54017
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VOLUME 15 PAGE 4068
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Sheet 2 of 2 '�'�_
STATE BAR OF WISCONSIN FORM 3 - 1998 $ 1 F� 3
Document Number QUIT CLAIM DEED
r
Leo S. Crotty and Darlene M. Crotty, husband and wife, quit - claims to
evin Mc an my J. McCue husband and wife as survivorship
marital property, th real estate in St. Croix County,
State of Wisconsin: �� p�
Recording Area
Name and Return Address
�j
I Judith A. Remington
h i REMINGTON LAW OFFICES
I F.O. bo 177
New Richmond, WI 54017
PIN: Part of 032-1006-40-000
This is not homestead property.
Part of the Southeast Quarter of the Northeast Quarter (SE1 /4 of NE1 /4) of Section Three (3), Township Thirty -one
(31) North, Range Eighteen (18) West described as follows: 4 of the Certified Survey Map recorded on
April 25 200 in Vo lume 1 5 of Certified Survey Maps at page 4068 as Document No. 643614
ALSO, a non - exclusive easement for ingress and egress over and across that certain driveway located in the following
described property: A 66 foot easement for driveway purposes over, under and across that part of the Southeast
Quarter of the Northeast Quarter (SE1 /4 of NE1 /4) in Section Three (3), Township Thirty -one (31) North, Range
Nineteen (19) West, Town of Somerset, described as follows: Commencing at the Northeast corner of said Section 3;
thence on an assumed bearing along the east line of the Fractional Northeast Quarter of said Section 3; South
01 West a distance of 1172.39 feet to the south line of the Fractional Northeast Quarter of the Northeast
Quarter, also being the point of beginning; thence continuing on last said east line, South 01 1 59'32" West a distance of
66.02 feet; thence North 89 0 24'40" West a distance of 85.22 feet; thence South 54 1 17'23" West a distance of 302.36
feet; thence North 89 0 24'40" West a distance of 37.24 feet; thence North 01 East a distance of 66.02 feet;
thence South 89 0 24'40" East a distance of 13.99 feet; thence North 54 0 17'23" East a distance of 302.36 feet to the
north line of 0e Southeast Quarter of the i`iortrP.as L, carter; in along last saic r1o,th Bills, South, . _aSi e
distance of 108.47 feet to the point of beginning.
Dated this,'4- "day of January , 2001.
* * 7LEGROTTY
* ARLENE M. CROTTY
AUTHENTICATION ACKNOWLEDGMENT
Signature(s)_ STATE OF WISCONSIN )
authenticated this day of ) ss.
ST. CROIX COUNTY )
TITLE: MEMBER STATE BAR OF WISCONSIN Personally came before me this th day (w
ct January _. 2001, the above named Leo S. Crotty' ar!?,
authorized by' 706.06, Wis. Stats.) Darlene M. Crotty, husband and wife, to me known to, be the
person(s) who executed the foregoing instcanient �-4nd
TIIIS INSTRUMENT WAS DRAFTED BY acknowledge the same.
Judith A. Remington
REMINGTON LAW OFFICES
P.O. Box 177 * Ju�i A. Remington
New Richmond, WI 54017 Nota Public, State of Wisconsin.
Telephone (715) 246 -3422 My Commission is permanent.
(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.
QUIT CLAIM DEED STATE BAR OF WISCONSIN
FORM No. 3 - 1998
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