HomeMy WebLinkAbout032-1072-70-200 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM '
Safety and Buildings Division Count y St. Croix
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary,P�VTo.:
Personal information you provice may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. J J 44
Permit Holder's Name: []City ❑ Vil age [] To of: State Plan ID No.:
Robl, Michael Somerset 'Fownship _
CST BM Elev.:- sp. BM Elev.: BM Description: Parcel Tax No.:
1 too . 0 ` In p I v,.-,4 - I e� s� _ C' gI T6 032 - 1072 -70 -200
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Q¢•�S 01:170 Benchmark , 13 a p8 . r
Dosing Alt. BM 2 (Z o 1 ,
1.0 ;z.
I
Aeration Bldg. Sewer
Holdin St /Ht Inlet
TANK SETBACK INFORMATION St/ Ht outlet tz
TANK TO P/ L WELL BLDG. Ventto ROAD Dt Inlet
Air Intake
Septic > $� r f NA Dt Bottom ---------
Dosing NA Header / Man.
Aeration NA Dist. Pipe o . C 49
Holding Bot. System 0, q3., 8
PUMP / SIPHON INFORMATION Final Grade ,Z 9 •&
Manu cturer emand St cover q (?
Model Number GPM
TDH Lift L ion m TDH Ft
Forcemarnj Length Dia Dist. To weu nn
SOIL ABSORPTION SYSTEM eW
K4D TRENCH Width Le J No. Of Tenches PIT No. Of Pits Inside Dia. Liquid Depth
IM 3 $- W DI MENSI ON S
SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING Man acturer• n
SETBACK CHAMBER — �A a ,
INFORMATION Type O r f i Yodel Num ec
System: �wv. OR UNIT C.
DISTRIBUTION SYSTEM
Header/Manifold a Distribution Pipes) x Hole Socing Vent To Air Intake
Length � Dia. Leng D ing ize x H le Spa `� C7
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 ❑ Yes ❑ No ❑ Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.)
Inspection #1: 1Z/ IJ /Inspection #2:
Location: 1978 State Highway 35, merset� , W1 54025 (SE 1/4 NE 1/4 26 T3 IN R19W) - 263119354C -Lot 4
1.) Alt BM Description = ti � ' , ' ' ` b '1 .��9r.
2.) Bldg sewer length = 11 .0
- amount of cover = I VA,
32 4-,00 6641-6 lam:
Plan revision required? ❑ Yes DU No
Use other side for additional information.
SBD -6710 (R.3/97) Date Inspector's Signature Cert. No.
r ,
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
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1 ��, 5Tf{ - S" Sanitary Permit Application Safety &Buildings Division
In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave.
W See reverse side for instructions for completing this application PO Box 7302
sevnsrn Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302
Department of Commerce (Submit completed form to county if not
[Privacy Law, s. 15.04(1)(m)] state owned,)
Attach com Ietc plans (to the county cop) only) for the s ys on t less than 8 - 1/2 x I I inches in size.
County State Sanitary Perm t Number ❑ C'hec w�0 t ap! cation State Plan I. D. Number
I. Application Information - Please Print all Information r Location:
Prop y Owner ame �t 1 Property Location
1/4 l 1/4, T N, or
Property Owner's Mailing Addresf I c — Lot Number Block Number
Y
,\ 'CA yr
City, State Zip Code NurLtltlDUN ' O Subdivision Name or t SM N
S umber
II Type of Building: (check one) ✓ S g ❑ City �q
I,$ 1 or 2 Family Dwelling - No. of Bedrooms: _:F r `" `S , ❑ Village
Cl Public /Commercial (describe use): 0 Town of
0 State -owned C
III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road
3
A) 1. JZ New System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s) Z6 . 3 19'. 3 SYF
System Tank Only Existing System
B) Permit Number Date Issued
❑ A Sanitary Permit was previously issued
IV. Type of POWT System: (Check all that apply)
0 Non - pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland
❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line
❑ At -grade a 3 f 6 �� n ❑ Aerobic T eatment Unit ❑ Recirculating ❑ Other:
8 . e Kt.
V Dis ersaareatment Area Information:
1. Design Flow (gpd) 2. DispersalArea 3, Dispersal Area 4. Soil Application 5. Percolation Rate �6. System El ation 7. Final Grade
Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation
VI Tank Capacity in Total # of anufactwfer Prefab Site Steel Fiber- Plastic
Information Gallons Gallons Tanks Con- glass
New Existing crete structed
Tanks Tanks
❑ ❑ ❑ ❑
Ime
VII Responsibility Statement
I, the u ersi ned, assume responsibility for instal lion of the POWTS shown on the attached plans.
P (print) Plumb s Si t e 16t MP /MPRS No. Business Phone Number
dd ress (Street, City, State, Zip C de)
VIII County/Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps)
,,Approved ❑ Owner Given Initial Adverse Suacharge Fee)
Determination pP IV /0 -9 -
IX. Conditions of Approval !Reasons for Disapproval•
�E S•�sJ��.. �.e+... 5 �. �� S� tot>Wtszd t t
d
S reco,uN � ~d `O�
z
SBD- 6398(8 07/00) AN-- 6h
_Y, A0 app (1�f & a( pt, C_,Ab.
A9;78
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�Wiscon4inD.4partmentofIndustry, SOIL AND SITE EVALUATION REPORT Paged of 3
Libor �luman Relations
Diviai6n of Safety & Building in accord with ILHR 83.05, Wis. Adm. Code COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but 4BY not limited to vertical and horizontal reference point (BM), direction and
% of slope, scale or PAR
dimensioned, north arrow, and location and distance to nearest road.
APPLICANT INFORMATION— PLEASE PRINT ALL INFORMATION REV DATE
Q
PROPERTY OWNER: PROPERTY LOCATION
G OVT. LOT 1/4 1/4 T W
G �.
Clarence Parent SE NE 31.�!�� '1
PROPERTY OWNER':S MAILING ADDRESS LOT # I BLOCK # SUBD. NAME fteo
1950 ! 35 4 na csm
CITY, STATE ZIP CODE PHONE NUMBER []CITY ❑VILLAGE MOWN NEAREST ROAD • ;,•
Somerset, WI. 54025 1715 247 -3822 Somerset Fi
[x] New Construction Use [x ] Residential /Number of bedrooms 3 [ ] Addition to existing building
I ] Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate .7 bed, gpd /ft .8 trench, gpd /ft
Absorption area required 643 bed, ft2 5 6 3 trench, ft Maximum design loading rate • 7 bed, gpd /ft - 8 trench, gpd/ft
Recommended infiltration surface elevation(s) 94.27 ft (as referred to site plan benchmark)
Additional design / site considerations na
Parent material outwash Flood plain elevation, if applicable na ft
r U=1n i suit ' ab f 1 0 e r for utabe system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK
s stem ® S ❑ U KI S❑ U K S El U $] S❑ U E7 S❑ U El S C$U
SOIL DESCRIPTION REPORT t
Boring # Horizon
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0 -8 10 r4 3 none 1 2msbk mfr `s
2 8 -17 10 r5/4 none sil 2f 1 mfr aw if n .3 •
Ground 3 17 -40 10 r4 6 none sil lcsbk mfr
elev.
9 8 . 2f t• 4 40 - 84 7.5 r4/4 none is os mvfr na n '
Depth to
limiting
factor
+84"
Remarks:
Boring # • S
1 0 -10 10 r4 3 none 1 2m sbk
`> 2 2 10 -24 10yr4 /4 none sil 2msbk mfr qW if .5 ` .6 'S
Ground
3 24 -80 7.5 r4 4 none is os mvfr na na .7 I.8
elev.
97 ft.
Depth to
limiting
factor
+80"
IL 1
Remarks:
CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200
Address: 1554 20 . Ave. New chmond WI 54017
Signature: Date: 10-9- CST Number: m02298
PROPERTY OWNER Clarence Parent SOIL DESCRIPTION REPORT Page_ .of 3
PARCEL I.D.# Pending
Depth Dominant Color Mottles Structure GPD /ft
Boring # Horizon Texture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-10 10 r3 3 none 1 2msbk mfr cs 2f .5 .6 b'
r
2 10 -15 10 r5 4 none sil if 1 mfr crw if n .3 •�-
.,.r , sbk mfr r2-
.
Ground lc
G u 3 15 24 10 r4/4 none gw 1
f .2 .3
9 7 e1�' ft
4 24 -80 7.5 r4 6 none is 0sq mvfr na na .7 ': .8
Depth to
limiting
factor
+80"
Remarks:
Boring #
1 0 -9 10 r3 3 none 1 2msbk mfr cs 2f .5 .6
..............
2 9 -20 10 r5 4 none sil if 1 mfr 9w if n .3 , zr
3 20 0 r4/4 none sil lcsbk mfr gw na .2 .3 .Z
Ground
elev.
9 7.6 ft. 4 40 2 7.5 r4/4 none is osg mvfr na na .7 .8
—
Depth to
limiting 1G - 9 7
factor
+82"
Remarks:
Boring #
1 0 -10 10 r3 3 none 1 2msbk mfr cs 2f .5 .6 .S
2 10 -33 10yr4/4 none sil 2msbk mfr gw if .5 i .6 , S
Ground 3 33 -90 7.5 r4 6 none ms osg mvfr na na .7 .8 .}
elev.
98 ft.
Depth to '
limiting
factor
+90"
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD- 8330(R.05/92)
A r+ .
STEELS SOIL SERVICE
Gary L. Steel 1554 200th Ave.
Clarence Parent
CSTM2298 SE4NE4 S26- T31N -R19w New Richmond, WI 54017
MPRSW 3254 town of Somerset (715) 246 -6200
lot #4 -csm
N
, /1 " =40'
4M.= top of mid lot sury y stake @ el.100'
i
i
'2-0 '
Gary L. Steel
10 -9 -96
I
w
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 Design Specifications
Sanitary Permit Number 3 10 3 /
Number of Bedrooms
Design Flow - Peak (gpd) q sm
Estimated Flow - Average (gpd) 3 coo
Septic Tank Capacity (gal) tsufl
Soil Absorption Component Size (ft z- Sa&nw S
Type of Wastewater Domestic
Table 2: Soil Absorption Component - Limits of Reliable Operation
Septic Tank Component Soil Absorption Component
Design Flow - Peak (gpd) I OD0 3 ? u.
Maximum Influent Particle Size (in) U 1/8
Maximum BOD (mg /L) 220
Maximum TSS (mg /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 Absorption 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 septic tank and outlet filter shall be assessed at least
once every 3 years 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 slough off the filter when removed from its enclosure. If the
,
Management Plan for a Septic Tank and Soil Absorption Component w
filter is 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 sludge in the tank
exceeds 1/3 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 be performed to maintain less than maximum scum and sludge accumulation in the
tank.
Manhole risers, access risers and covers should be inspected for water tightness and
soundness. Access openings used for service and assessment shall be sealed watertight upon
the completion of service. Any opening deemed unsound, defective, or subject to failure must
be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by
an effective locking device to prevent accidental or unauthorized entry into the tank.
No one should enter a septic or other treatment or holding tank for
any reason without being in full compliance with OSHA standards for
entering a confined space. The atmosphere within the septic or other
treatment of 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, Wis. Adm. Code when the
tank is no longer used as a POWTS component.
Soil Absorption Component
The soil absorption component serving this structure is designed to accept domestic
wastewater from a residential facility. The limits of operation of this component are shown in
Table 2.
The longevity of a soil absorption component depends greatly on proper and timely
maintenance, and system use within or below the limits of reliable operation. 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 component's operation must be assessed by inspection at least
once every three years. The inspection shall include recording the levels 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, areas of erosion should be identified and
reported to the owner for repair. The surface discharge of domestic wastewater or sewage
from the system is prohibited and considered a human health hazard.
Traffic around or over the soil absorption component should be avoided particularly
during winter months. The compaction or removal of snow cover over the component may lead
to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or
impossible to repair until weather conditions improve. In general, soil compaction over this
component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to
more intense, and earlier, organic clogging of the soil.
2
ST CROIX COUNTY
SEPTIC 'TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
OwnerBuyer y \�X1n1:�ef �i nub c� M i c . bat-1 Lbl
Mailing Address �� 1 ( (Y ". (ill 5
Property Address J! ' :ZS 1 5
S
(Verification required from Planning Department for new construction) >1L?
/�)/" 4�
City /State :5�=k_+ Parcel Identification Number -/
LE GAL DESCRIPTION
Property Location ' /,, '/4, Sec. T N -R Z ? W, Town of
Subdivision , Lot #
Certified Survey Map # "���_ , Volume Z2 Page #
Warranty Deed # /� , Volume �>, , Page #
Spec house ❑ yes X no Lot lines identifiable 10 yes ❑ no
i
SYSTEM MAINTENANCE
Improper use and maintenanceof 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
master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on wastewater disposaI system
is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge.
I /we, 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
stating that your septic system has been maintained trust he completed and retumed to the St. Croix County Zoning Office within 30
days of the three year expiration date.
4 N t APPLICANT DATE
OWNER CERTIFICATION
I (we) certify that all statements on this form are tnte to the best of my (our) knowledge, I (we) am (are) the owner(s) of
the property described above, by vinuc of a %\arranty deed recorded in Register of Deeds Office.
q `f / /
4N PLICANT DATE
***t** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. " « "*
** include with this applieation: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
yn� 1527PAGE 333
.. _C?' ++ma� CC pp pp
s �
STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. WALSH
Document Number WARRANTY DEED REGISTER OF DEEDS
ST. CROIX CO., WI
This Deed, made between Helen L. Parent, a single person, RECEIVED FOR RECORD
07- 18-2000 10:10 AM
WARRANTY DEED
EXEMPT N
Grantor, and Michael D. Rohl and Jennifer M. Simon, both single CERT COPY FEE:
persons, as joint tenants, COPY FEE:
a 1 c{ U C TRANSFER FEE: 105.00
RECORDING FEE: 10.00
K) e u u1 a n d W I 4T l PAGES: 1
Grantee.
Grantor, for a valuable consideration, conveys to Grantee the
following described real estate in St. Croix County,
State of Wisconsin (if more space is needed, please attach addendum):
Recording Area
That part of SE1 /4 NE1 /4 Sec. 26 T31N -R19W described as follows: Lot 4 Name and Return Address
of Certified Survey Map recorded in Vol. 12 of Certified Survey Maps, page
3511, as Doc. No. 586268. r'r LC-
Together with and subject to proposed joint access as shown on said
Certified Survey Map.
Pt of 032 - 1072 -70 -200
Parcel Identification Number (PIN)
This is not homestead property.
(K) (is not)
Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any.
Dated this 1 `I T day of July 2000
* * Helen L. Parent
*
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) Helen L. Parent, a single person, STATE OF WISCONSIN )
) ss.
County )
authenticated this V t/ p day of July 2000
Personally came before me this day of
the above named
* Kristina Ogland
TITLE: MEMBER STATE BAR OF WISCONSIN
(If not, to me known to be the person(s) who executed the foregoing
instrument and acknowledged the same.
authorized by § 706.06, Wis. Stats.)
THIS INSTRUMENT WAS DRAFTED BY
Attorney Kristina Ogland Notary Public, State of Wisconsin
Hudson, WI 54016 My Commission is permanent. (If not, state expiration date:
(Signatures may be authenticated or acknowledged. Both are not necessary.) f ')
• Names of persons signing in any capacity must be typed or printed below their signature. information Professionals company, Fond du Lae, wt
STATE BAR OF WISCONSIN 800-655-202
WARRANTY DEED FORM No. 2- 1999
'60 FILED
<
,n
SEP 0 1 19 1 .
KANLEEN H WAJL.SIj
Register Of H.
St. Croix C o.,
WI
CERTIFIED SURVEY MAP
Located in Part of the Southeast Quarter of the Northeast Quarter and Part of the Northeast 0
of the Southeast Quarttr' of Section 26, Township 31 North, Range 19 V16st, Town of Somerset, St.
Croix County, Wisconsin., NORTHEAST CORNER
AQ� �
Prepared for and at the request of: County Section Corner Monument SEC. 26-JI-19
OWNER: of Record (ALUMINUM MONUMENT)
Clarence K. Parent • Set 1" x 24" Iron Pipe weighing . I
1950 Highway 35 a minimum of 1.13 pounds per
Somerset, WI 54025 linear foot. 00
Drafted by Kristl A. E)Aandt 0 Found Iron Pipe c 04
BEARINGS ARE REFERENCED TO THE EAST LINE OF THE M = MEASURED CSM
NE 1/4 OF SECTION 26 TOWNSHIP 31 N., RANGE 19 W. R = RECORDED As V2Q L A - ?.9- _2.Z�_Q II II
WHICH IS ASSUMED TO BEAR S 01'17'50' W. IX M
R = N 89*12'11" W 1323.41'
--------- M = S 89'1 2'22" E 1323.49 ------
------ ------- S 89'1 22" E 1298.74'---- 75'1 X it
A V
0' 0
U-) / '7W 660.8 l'--- .00
562.93'
- `--N 4544'28r E
LU TOTAL AR
34.97' 217,791 SQ. FT.
NORTH LINE OF SE 5.00 ACRES
Or 4 AREA EXCLUD. R.O.W.,: bg 6
114 OF NE' 114 _(o C-4
0), " 0
C* 195,592 SQ. FT. 04
0 4.49 ACRES
WEST L INE OF SE Z
114 OF NE 114 EAS L INE OF NE 114
-66-
O
Izi
"Pill 9* 1 2'22" W .
7
I --F LOT 3 8
ENCE 73581
TOTAL AR EA 66 'j b
1,200,821 SQ. FT. PROPOSED JOINT U)
ACCESS "I
Ul) it
27.57 ACRES r` I; - LO En 1
AREA EXCLUD, R.O.W.: M - IN 89 W 498.34 I
1,187,671 SO. FT. 1 = S 89 E 498.369
M
27.27 ACRES IZ N
M - 423.34' _75.00' C*4
zo .
R 423.36' 1 P rl� I NE LOT ' I
C I 1 co (0
C14 CSI
1/4 1
Li UJI
C T
bi
c F ("1( s
DRAINIFIELD cNi N
0) 0 C5
EASEMENT OUGLASJ. 00 1 N
Z 0 z z 1!2
Li ZAHLE
O R
oi l P N 89*22'03" W
co - 1 'N V)
zi: -12500'- 7 !P
i 1 00 r�
T 0 C'
of (D
1
SEPTIC i /,---M-75.04' N N o)1
R=75.00' l".
SU
125.00,--, Zn b Z 0)
a- S 89*22'03" El C! C� T-
Z or- SEE DETAIL
U1 LO ' DOC. _ LV
X
P_oq e2 /ek
DETAk
NO SCALE ------- S 89 E 663.99' --
M-S89*22'03"
E 486.83"
,_
EAST-WEST 114 LINE 1R-N8922'00"W 48 6186 - M/ cni
" i
k : 1 // ZI
--177.16'-- 286.79'-- 125.00% 'y
y
- TOTAL ARE - - - - --
co 146,970 SQ. WELL: Uj
*io NE 1/4 OF SE 1/4 FT. LOT /",*rc) l %751 Li
90 3.37 ACRES U.1
Lri U) 1
0 c* AREA EXCLUD, R.O.W.:
(00 b N =) I CL
WEST LINE OF NE 114 OF SE 114 0�3
0 130,535 SQ. FT. 0 Z
3.00 ACRES
Z 647.39' ------------ 588.31, R
74.1 U)
662.49'-----
%OUTH L ------- N 89'20'02* W 1309.88' ---------- --------- 75'1 (o
INE OF THE N112 N112 N112 NE 114 SE 114 SEC. 26-3I-19 C-4
UNPLATTED LANDS W NOTE: The parcel shown on this m is subject to State, County and Township Lt I
wetlands, lows, rules and regulations i.e, lands, minimum lot size, access to parcel,
.0
L7 4. 1 8J
etc.). Before purchasing or developing any parcel, contact the St. Croix County I "n E
Zoning Office and the appropriate Town Board for advice. �0:z!
_-J
Prepared by. `' 'TH b I -
A & E LAND SURVEYING JOB #96141 0 L
Phone No. (715) 246-4319 0 200 400 I (n �
P.O. Box 325
109 East 3rd Street SOUTHEAST CORNER-__�
New Richmond, W 54017 GRAPHIC SCALE SEC. 26-3I-19
Sheet 1 of 2 SCALE IN FEET: 1 Inch - 200 feet (ALUMINUM MONUMENT)
VOLUME 12 PAGE 3511
1
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