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• Parcel #: 042 - 1004 -95 -001 01/1612007
PAGE 11 1 1
Alt. Parcel M 03.29.18.39C 042 - TOWN OF WARREN
Current X', ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner
JEREMY R & CHRISTINA M HELWIG O - HELWIG, JEREMY R & CHRISTINA M
1163 120TH ST
ROBERTS WI 54023
Districts: SC = School SP = Special Property Address(es): ' = Primary
Type Dist # Description ` 1163 120TH ST
SC 2422 ST CROIX CENTRAL
SP 1700 WITC
Legal Description: Acres: 2.440 Plat: N/A -NOT AVAILABLE
SEC 3 T29N R1 8W PART SW NW LOT 1 OF CSM Block/Condo Bldg:
4/1168
Tract(s): (Sec- Twn -Rng 401/4 1601/4)
03- 29N -18W
Notes: Parcel History:
Date Doc # Vol /Page Type
02/21/2006 818904 EZ -U
08/14/2003 735638 2364/365 WD
10/18/2000 632056 15521105 QC
10/19/1999 612335 1464/294 TX
more...
2006 SUMMARY Bill #: Fair Market Value: Assessed with:
148938 335,400
Valuations: Last Changed: 06/22/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 2.440 40,000 204,700 244,700 NO
Totals for 2006:
General Property 2.440 40,000 204,700 244,700
Woodland 0.000 0 0
Totals for 2005:
General Property 2.440 40,000 204,700 244,700
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch #:
Specials:
User Special Code Category Amount
018 - RECYCLING SPECIAL ASSESSMENT 15.00
Special Assessments Special Charges Delinquent Charges
Total 15.00 0.00 0.00
Parcel #: 042 - 1004 -90 -000 01/16/2007 11:47 AM -
PAGE 1 OF 1
Alt. Parcel #: 03.29.18.39A 042 - TOWN OF WARREN
Current X' ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner
MARY A TRUST % THOMAS R MALONEY O - MALONEY, MARY A TRUST % THOMAS R
N26 W30870 LONGVIEW CT
PEWAUKEE WI 53072
Districts: SC = School SP = Special Property Address(es): ' = Primary
Type Dist # Description
SC 2422 ST CROIX CENTRAL
SP 1700 WITC
Legal Description: Acres: 27.400 Plat: N/A -NOT AVAILABLE
SEC 3 T29N R18W PRT SW NW EXC CSM 4/1168 Block/Condo Bldg:
Tract(s): (Sec- Twn -Rng 401/4 1601/4)
03- 29N -18W
Notes: Parcel History:
Date Doc # Vol /Page Type
02/21/2006 818904 EZ -U
10/28/1997 567513 1272/577 WD
07/23/1997 828/408
2006 SUMMARY Bill #: Fair Market Value: Assessed with:
148936 112,700
Valuations: Last Changed: 10/19/2001
Description Class Acres Land Improve Total State Reason
PRODUCTIVE FORST LANDS G6 27.400 82,200 0 82,200 NO
Totals for 2006:
General Property 27.400 82,200 0 82,200
Woodland 0.000 0 0
Totals for 2005:
General Property 27.400 82,200 0 82,200
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch #:
Specials:
User Special Code Category Amount
I
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
1
rl ' 8 9
c° Pit
MAY
10 Al.. o 1 '982
�� ' ' 4
N CERTIFIED SURVEY MAP
MARY MALONEY
l Part of the Southwest 1/4 of the Northwest fractional 1/4 of Section 3, Township 29
' J North, Range 18 West, Town of Warren, St. Croix County, Wisconsin.
J o Indicates 1" x 24" iron pipe weighing 1.13 lbs. /lin. ft. set
NW C 0 R. SEC. 3, T 29 N, �����1u1t /
R 1 8 W ( COUNTY SURVEYORS -1`` ^ " /,
MON
JAMES L. ILw
MURPHY N � � • ' �'� , L' ' O 0
RIVER FALLS, ; ��0 S Jo
v! UNP LANDS +6 4V1SC. •'� F'o
g 2 4. � t1; f 1 1 11111111111U 1 �� 0 � W
I W
2 S 82
!/
I� (�°° 3 c
- °33'!0 "E 165.0 ovm,
I I 33 , a
I o
/O L-
I ° I � 0 � ) .v
c
o ' h O ao
° � N � am o ir
WEST LINE ° N
SEC. 3 l 0 M M Z Z
N I W LOT 1 = 2. 446 AC.
106,550 SQ.FT. UNPL L Q�
J M N NET -- 2.075 AC. W m►n
o a 90,394 SQ.FT.
r. I I N I N O -J6
e N J
QI I s/ - a �
U O O I` n 0
APPROVE SCALE 1 "= 100'
66 ' TOWN ROAD
S
� g ° "
5.0 ' 273.79'
N 9o° 00' 00"W 31 8.79' S1. C011NZY
UNPLATTED LA >► ��� C6rN�J�
0 SO' 100' 200' 300'
S W COR. S EC. 3 , T29 N,
R 18W (COUNTY SURVEYORS
MONUMENT)
DESCRIPTION: THI IN DRAF B LA W. MU
That certain parcel of land located in the Southwest 1/4 of the Northwest fractional
1/4 of Section 3, Township 29 North, Range 18 West, Town of Warren, St. Croix County,
Wisconsin, more fully described as follows;
COMENCING at the Northwest corner of said Section 3,
thence S 00 00' 00" E (assumed bearing on the West line of said Section 3) a distance
of 1393 .28' to the POINT OF BEGINNING,of the parcel to be herein described;
thence S 740 33' 10" E 154. 56 1 ; thence S 82° 33' 10" E 165.00';
thence S 01° 08' 20" E 312.23'; thence N 90° 00' 00" W 318 .79';
thence N 00° 00' 00" W 374.72' to the POINT OF BEGINNING, containing 2.446 acres,
being subject to easement over Westerly portions of said parcel for Town Road purposes,
more fully described as follows;
(DESCRIPTION ON REVERSE)
State of Wisconsin)
County of Pierce)
I, James L. Murphy, Registered Land Surveyor, do hereby certify that by direction
of the Owner, Mary Maloney, I have surveyed and divided the lands shown hereon in
accordance with official records, Chapter 236 of Wisconsin Statutes and the Ordinances
of St. Croix County; and that the above map and descri tion are a true and correct
representation thereof. 11"
Dated: 22 April 1982 C? %sue
Vol. 1}. Page 1168 ames L. Murphy
Certified Survey Maps Registered Land Surveyor
:3t. Croix County, Wisconsin (EASEI'![ENT DESCRIPTION ON REVERSE)
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
' INSPECTION REPORT Sanitary Permit No:
430297 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:
Helwi , Jeremy Warren Township 042- 1004 -95 -001
CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No'.
f < v r" 03.29.18.39C
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic � - D S 0 Pi n.': r 06
.��•} �� -' -Z /�G�.Z �C;v. CIO
Cf3 Dosin g 7 "ETC Alt. BM ° Y
Aeration ae-L � ��, < , Bldg. Sewer
6 I - Y � /" �� -
Holding St/Ht Inlet
TANK SETBACK INFORMATION St/Ht Outlet
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic N e r Z Dt Bottom / S
Dosing { 4 ,,� �,� Header /Man.
Aeration Dist. Pipe s C 7. q 1t> ?. 3S
Holding Bot. System F' 1 3 /.
Final Grade /03.
PUMP /SIPHON INFORMATION
Manufacturer J Demand St Cover
GPM
Model Number 6_w
L.3 Zn
TDH Lif Fri bon Loss System Head TDH Ft
Forcemain Length Dia. Dist. to Well
1
SOIL ABSORPTION SYSTEM Pp Cd S 1- �. f
BED /TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia, —. Liquid De
DIMENSIONS
SETBACK SYSTEM TJ P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer:
INFORMATION CHAMBER OR
Type Of System: , ��c T UNIT Modelllllmb
DISTRIBUTION SYSTEM tC ci : or 4 d-#,L
Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake
Pipe(s) �7 + f 5- 11
Length Dia 1,_.. Length (� Dia Spacing 2
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 J Bed /Trench Edges Z-% Topsoil ' Yes l No Yes " No 1
COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: /e / Z f'.3 Inspection #2: /� / ZZ /
Location: 1163 120th Street Roberts, WI 54023 (SW 1/4 NW 1/4 3 T29N R18W) NA Lot 1 Parcel No: 03.29.18.390
�(C C S G r....� I_ '3, �t ts .s.: ° r w .� Y�a.4 -� C-- ,- I NL�
1.) Alt BM Description= T �, P E
dU
2.) Bldg sewer length A = IZ
e'; I
- amount of cover = ,,, T (cc o h V,
G n ' '"1 ^',' " ,(t o s-t .. "1" 0.m
S
C o w 2-11 � (�
+{� ` c c. -. � O w. Y U
cfic�
01
�.� dr ' 1 \ . oGc. ��I so t c✓ lRt� -Q
- �J/�/ /� /j
Plan revision Required? j Yes No – —
Ise other side for additional Informati
3D -6710 (R.3/97) Date Insepctoes Signature Cert. No.
r ,
Safety and Buildings Division county
201 W. Washington Ave., P.O. Box 7162
N viscgonsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.)
Department of Commerce t (fig) 266 -3151 O 2
State Plan I.D. Number
Sanitary Permit Application
In accord with Comm 83.21, Wis. Adm. Code, personal information you provide T O 11 f =- 1 — ftVA S • 11 QM�
may be used for secondary purposes Privacy Law, s15.04(l)(m) Project Address (if differ ' ' dress)
1
m 1 g
� 3 I
Ib
I. Application Information - Please Print All Information rs
Property Owner's Na me Parcel # Lot # Block #
Property Owner's M ailing A ss Property Location
6_�
City Late Zip Code Phone Number t �' - �.Section
a ircl ne)
/ s I,- N; R E o W
U. Type of Building (check all that app y i"� E � t D
r1 .&�b
1 or 2 Family Dwelling - Number of Bedrooms CSM Number
( QQ p`)
t
L Public Commercial - Describe Use ,g ^• 1" t C"• µ''
State Owned - Describe Use X 4,0 UCiry _Dvilla Township of
+O a t• �o
III. Type of Permit: (Check only one box on line A. Complste.'line RI APplicabl) 0 Z - (C0 _
A. ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System
B. ❑Permit Renewal ❑Permit Revision 11 Change of ❑Permit Transfer to New
List Previous Permit Number and Date Issued
Before Expiration Plumber Owner
IV. Type of POWTS System: (Check all that apply)
❑ Non - Pressurized In- Ground _ rta Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter
❑ Constructed Werland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter
❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less P' e ❑ Other (e lain)
V. Dispersal /Treatment Area Information:
Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (s f) Disper Area Proposed (sf) System Elevation
VI. Tank Info Capacity in Total. Number Manufacturer Prefab Site Steel 1•tber Plastic
Gallons Gallons of Units Concrete Constructed Glass
New Existing
Tanks Tanks
Septic or Holding Tank ZX
il .Aerobic Treatment Unit
Dosing Chamber
3
VII. Responsibility Statement- I, the undersigne Le for installation of the POWTS shown on the attached plans.
Pl be 's Na me (Print) Plumber's nature MP /MPRS Number Business Phone Number
f 2 Z� 620 z3/�
Plumber's Addre ss (Street, City, State, Zip
' 1 �
VIII. County /Department Use Only
/" t Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued I uin Agent Signature (No Stamps)
Surcharge Fee)
j
11 Owner Given Reason for Denial � o2
IX. Conditions of Approval /Reasons for Disapproval
SYSTEM OWNER:
1 Septic tank, effluent filter and
dispersal cell must all be ervi / Malntalo
as per management plan provided by plumber.
2. All setback requirements must be maintained
as per applicable code /ordinances.
I
Attach complete plans (to the County oNy) for the system on paper not less than 81/2 x 11 inches in sue
SBD -6398 (R. 01/03) VL6*0 Pua+N Z a.-C-c)
J
PLOT PLAN
/M PRS remv Helwia ADDRESS 1243 Hwv 35 Hudson Wi 54016
1/4 IVU 1/4s 3 !T 29 N/R 18 W TOWN Warren COUNTY ST. CROIX
6/9/03 4
BEDROOM
n Bird 22690 0 DATE
CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK
MOUND )00( SEPTIC TANK SIZE
1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765
HOLDING TANK SIZE
LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none
BENCHMARK V.R.P. Top of Lot Stake ASSUME ELEVATION 100' Filter Zabel A -100
.BOREHOLE O WELL :H.R.P. Same as Benchmark
SYSTEM ELEVATION 102
Scale = 1/4' = 10'
j Well is make all
o setbacks found in
s Comm. 83
(n
r.
Pro 4
Bedroom
House
0
r
v m
ga �0
Grading is to be done to
divert run -off away from
Huffcutt Combo Tank system
SEE CORRESPONDENCE 101 '
B -1
99' 103'
Area 15' Below B-2 1 01 '
Grade to remain B-3 14 % B. M.*
Property Line undisturbed Slo
1
Safety and Buildings
4003 N KINNEY COULEE RD
LA CROSSE WI 54601 -1831
TDD #: (608) 264 -8777
Visconsin www
www.commerc .*wise . on s
.wiscsin.gov
Department of Commerce
Jim Doyle, Governor
Cory L. Nettles, Secretary
June 24, 2003
CUST ID No.226900 ATTN: POWTS Inspector
SHAUN R BIRD ZONING OFFICE
BIRD PLUMBING, INC ST CROIX COUNTY SPIA
1008 192 ND AVE 1101 CARMICHAEL RD
NEW RICHMOND WI 54017 HUDSON WI 54016
CONDITIONAL APPROVAL
Identific 8 7 7 Numbers
PLAN APPROVAL EXPIRES: 06 /24/2005
Transaction ID No. 877844
SITE• Site ID No. 660614
Jeremy Helwig Residence Please refer to both identification numbers,
110TH St above, in all correspondence with the agency.
Town of Warren, 54023
St Croix County
SWI /4, NW1 /4, S3, T29N, R18W
FOR:
Description: Four Bedroom Mound System
Object Type: POWT System Regulated Object ID No.: 908283
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes CUndil
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in ���
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy or use: DEP OF ENTI
General Approval Requirements: SEE CORRE
• This system is to be constructed and located in accordance with the enclosed approved plans and with the
"Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /01)
and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems
VERSION 2.0" SBD - 10706 -P (N.01 /01).
• Comm 83.44(6)(a)2. The orientation of the cell is to follow parallel to the surface grade contours on sloping
sites. The upper effective edge of the cell is to follow the 101.8 foot contour.
• Distribution laterals are to terminate inside an access box or capped pipe. This stabilized access box or capped
pipe is to be brought up to finished grade with the laterals terminating within six inches of the cap.
• Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area.
Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal
are prohibited.
• The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption
area. chs. NR 811 & 812c
• A Sanitary Permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 145.135 and 145.19, Wis. Stats.
SHAUN R BIRD Page 2 6/24/03
• Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the
designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat
• Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on -site during construction
and open to inspection by authorized representatives of the Department, which may include local inspectors.
• The changes made to this plan on 6/23/03 by this reviewer were acknowledged and approved by the system
designer. An additional foot of length (76 total) is added to the cell for deflection of the concave slopes.
Owner Responsibilities:
• Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and
maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s.
Comm 83.54(1).
• Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as
required under s. Comm 83.54(4) shall be considered a human health hazard.
• Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the
county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the
component(s) utilized in the POWTS.
All permits required by the state or the local municipality shall be obtained prior to commencement of
construction /installation/operation.
In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions
should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this
review shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter to the owner and any others who are responsible
for the installation, operation or maintenance of the POWTS.
Sincerely, Fee Required $ 175.00
Fee Received $ 175.00
Balance Due $ 0.00
Charles L Bratz
POWTS Reviewer II , Integrated Services WiSMART code: 7633'
(608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday
cbratz@commerce.state.wi.us
cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544
F
Cover Page
Shaun Bird
Bird Plumbing Inc. R ECEIVED
1008 192nd Ave jljt"! 1 ?
New Richmond Wi 54017 SAFETY & 8
LDC$ DIV.
715- 246 -4516
Date: 6/9/03
Owner: Jeremy Helwig
Location: SW1 /4 NW1 /4 S 3 T29 N,R 18W 110th St. Warren
System type: Mound System
Manuals Used: Mound Component Manual version 2.0 (01/31)
Pressure Distribution Manual version 2.0 (01/31)
Page# 'Unalty
1. Cover Page OVED
2. Mound Plot Plan )FCOM MERCE
3. Mound Cross Section
4. Pipe Cross Section /Pipe Layout '
5. Pump Chamber Cross Section
6. Pump Curve
7 -9. Maintance and Contigency plan
10 -12 Soil test
s
Signature
License number 226900
' PLOT PLAN
PROJECT Jeremv Helwia ADDRESS 1243 Hwv 35 Hudson Wi 54016
SW 1/4 NW 1/43 3 /T 29 N/R 18 W TOWN Warren COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 6/9/03 BEDROOM 4
CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK
MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765
HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none
BENCHMARK V.R.P. Top of Lot Stake ASSUME ELEVATION 100' Filter Zabel A -100
,.BOREHOLE O WELL *H.R.P. Same as Benchmark
SYSTEM ELEVATION 102.8'
Scale = 1/4 = 10'
Well is make all
° setbacks found in
s Comm. 83
Cn
Pro 4
Bedroom
House
0
CD
r
CD
Grading is to be done to
divert run -off away from
Huffcutt Combo Tank system
SEE CORRESPONDENCE 101.8'
B -1
99, 103'
Area 15' Below
Grade to remain B-3 B - 2 1011
Property Line undisturbed 14% B.M."
Slo
Designer No
Date
Non -Woven Filter Fabric
4" Observation Pipe Perforated �DIsIribullon Pipe
Below Filter Fabric '
ASTK C -33 Sand � "� `y q —
;F
Topsoil
t i E c +
•r
�. Slope
Eed Of -2 %2 Force Main `��Flow ed
Drain Rock From Pump Layer
1
• ` D �r
Gress Section Of A Mound 5 siem Usin F
A Bed For The Absorption Arta 6
A
_ Ft.
Ft, 7(-
Ft
Ft.
K 1 2 ,Ft `
Ft-
W3 57, : F
6
L
'Observation Pipe -�
A
o - - -- ---- - - - - -- ---------- -----___ - -- . f F t�rce Main
W "' (° _._.._ __ _._..._._4 From Pump
c
p
� Distribution Bed Of 'l 2 2'
pipe Drain RocY.
I `„
• Observation Pipe Permanent Worker
Pipe or Rods
Pion View Of Mound Using A Bed For The Absorption Area
PAGE OF
0
C,�(�6 � i E 11
�Pefforofea
PVC P•Pe
-eX� �� 8oles 'Drafea On 801 . 0 --
Are EquallY SOacte
P
p r7 CWCV Mad%
FiKST 1401.1.
PVC
Pipe
pipe
Distribufion P Layout F
R P Fj.
L
XC- r -.
Y '/ 'el
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Signed: Hole Diameter�
I nc h
Lateral Al Inchles)
License Number- v .
F1
Manift id Inches
Date:
Force Main inches
Of loles/pipe3
invert ElevAtion of Laterals. /Z'-Ft.
• t
• SEPTIC TALK E PUMP CHAMBER CROSS 5£CTiJ-
AND SPECIF ICATIONS
�tEATHERPIZOOF
CT Vr PIP£ 12 24IN. ABOv GRADE JUNCTTON BOX APPROVED
F ROK DOOR, WINDOW OR yfITH C�JhDUI T MANHOLE COVER
FRESH AIR INTAKE W/ PADLOCK E
�WARN;NG LABEL
FINISHED GRADE _,. ++ MIN.
Is
/+
I,g++
IN.
WE
INLET
a
1 =
INLET t `,
+ e
GAS 1
WATER TIGHT SEALS TIGHT= a e� �aJAPPROVED
A SEAL :j JOINTS WITH
�tLTLR i j' ALM APPROVED PIPE
$
ON 3 + ONTO
APPROVE13 SOL i D SOIL
PIPE 3` C r
ONTO SOLID � OFF
SOIL PUMP OFF ELEV . 7FT. D
3 1 APPROVED BEDDING Ufi+I13ER TANK CONCRETE PALS
SPECIFICATIONS
SEPTIC / DOS£ ,/ � NUMBER DOSES PER DAY=
a A,NK MA NUFACTURER; -'�-' �
VOLU
IIflS£ ME INCLUDING G -
SEPTIC /cad " �S"` CAL - F LOVtSAC K AL _
TANK SIZES: +' CAL _
DOS£ _ INCHES = J - AL.
�APACI TIES = >
FAC Tt3R£R : d� e '1 ` + :- S = - GAL.
�iAi u _ _ _ KE
ALARM � B _ NC
— MODEL NU MiBER : — i
SWITCH TYPE: ,��� -� � C j' _r INCHES
PUMP MANUrACTURER :
MODEL NUMBER.
D INCHES
SWZTCii TYPE. PER ILFiR 16.23 WAC
GPM PUMP E ALAR M tdlRlistG AS
REQUIRED DISCHARGE RATE FEET
MP OFF AT+�IS DISTRI BUTION PIPE
FEET
VERTICAL DIFFERENCE IiETWEEPi PU . . . . . FEET
+
MINIMUM NETWORK SUPPLY PRE - :Z, T/ li} D . FT r FRICTION FACTOR - FEET
f �' FEET FORCE4AA.IN X TO T A L. DYNAMIC FEAD��
r�I c,
ma y ' ; WIDTH_ * DIAMETER
IONS tai PUMP TANK = LENGTH ffr -_ .--- —
INT£RNAL DIM LIQUID
LICENSr NUMBER 4A7.£'
SIGNED
it�8
• TOTAL DYNAWC =LAD /CAPACITY
• PcR .. ^.'i uTE
HEAD CAPACITY CURVE EFFLUENT UEWATERING
- ---- -- -I- - - -1
MODEL 152/153 � I -
�? 15
�I � EL , ( -
W
-
s I : e et tdr Ter i C =1 y1.-
_ Gul. LI[ers I ol.
I �0 1 t -- r - _ h -T i
7
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q l l
is 153 I !; 3 0 h� _- 31 70 I ? o l
? 52 -� ! 5 4 -6 i 53 r 201 i 61 231
-'- 0 —' --
I I 1
( 1 I i I 20 ? 44 j 67 i
�--- t-- - -` 1 - J i
30 �— -
__
I
4 ! 2Q i Q 12 2
LCD J,31vc.
4 1 i - -- — - -- c,aa'
10 -- --
I
I I I
.0 1 20 F0 8o 100
i s ,
CALL ON
7ERS 80 60 240 320
- - 1 1 -
FLO PER MINUTE
3 2
r(t{ t
CONSULT FACTORY FOR SPECIAL APPLICATIONS _ ,
Timed dosing panels available.__ --
Electrical alternators, for duplex systems, are available and supplied with
I L
an alarm-
Variable level control switches are available for controlling single phase
systems.
• Double piggyback variable level float switches are available for variable
I a
level long and short cycle controls. - -
• Seated Qwik Box available for outdoor installations. See FM1420.
Over 130 °F. (54 °C.) special quotation required.
it
I 1
I ;
1521153 Series l 1 _7 - — �
1521153 MODELS 3 Control Selection J li a)�
i Model Volt -Ph I Mode Am s� ! simplex Duplex
N152 1 115 1� Non 1 8.5 1 2 or 3 i "? -
�eNt52 i 115 1 , _ 85 Included 2 or 3 __ —
- E15 2T23 1 T Non 4 t 2 or 3
I SE 152 230 1 Auto 43 Included ( ?or3
1 N153 115 t Non 10 .5 i__ t_I 2 - r3 1 SELECTION GUIDE
BN1531 115 1 ! Auto I 10 5 Included 2 or 3
T-- 1 do, 3 back variable level fioa� switch or double piggyback variable level float Non E 153 230 1 33 1 - I 1. Single piggy
I BEt53; 230 Aul 53 nciud Switch. Refer to FM0477.
r — -
2. See FM0712 for correct model of Electrical Alternator E -Pak.
F CAUTION
All installation of controls, protection devices and wiring should be done by a qualified
3. Variable level control switch 10 -022 5 used as a control activator, specify" duplex (3)
licensed electrician. Ali electrical and safety codes should be followed including the most or (4) float system.
recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA).
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
MAIL TO, P.O. BOX 16347 `
Louisville, KY 40256 -0347 Mamfiacturersof. -
SHIP 70: 3549 Cane Run Road �
Louisville, KY 40211- .lvyc'c
(502) 778 - 2731. 928 -PUMP
http: r /www.zoefler.com �v�v r L FAX (502) 774 - 3624 _
nnnn 7naar ('n All rights reserved.
0
Maintenance and Contingency Plan for a Mound System
Maintenance Plan
1. Septic Tank is to be pumped once every 3 years.
2. Dose Chamber is to be pumped at the same time as the septic tank.
3. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in
order to extend the maintenance interval of the filter.
4. Once every 3 years the mound is to be inspected via the inspections pipes in the at-
grade. The laterals are to be inspected via the cleanouts.
5. Owner agrees to limit greases, garbage, and water conditioner discharge into the system.
6. Pump and electrical components are to be checked at the time of the pumping.
7. Owner agrees to leave the area 15' below mound undisturbed.
8. The owner agrees to save this plan.
9. Trees, shrubs, and other similiar vegitation are not be planted on system. The system is
not be driven over.
10. Effluent Quality is not to excede the requirements found in Comm. 83
PI
Contingency an
1. Pump alarm goes off, call pumper and pump out dose chamber and septic tank if
needed, then bypass pump float and try pump without float. If this works, float is bad,
P
replace float. If pump still does not work, check power at the pump with a electrical device
such as a hair dryer. If no power, check breaker inside house and call a electrician. If there is
power, then pump is bad and needs to be replaced by a plumber.
2. If mound fails, determine cause of failure, test another area or remove pipe and sewer
rock retill soil install new mound system.
3. Replace any other failing components as needed.
Important Phone Numbers
Plumber: Shaun Bird 715- 246 -4516
Pumper: Tom Mondor 715 - 246 -5148
St. Croix County Zoning 715 - 386 -4680
I
page of
of
pow OWNER'S MANUAL & MANAGEMENT PLAN
SYSTEM SPECIFICATIONS
FILE INFORMATION Septic Tank Capacity _.S al ❑ NA
Owner ry'
C/ S Tank Manufacturer F �,,�- � ❑ NA
Permit #
Effluent Filter Manufacturer r ' t ) ❑ NA
DESIGN PARAMETERS
❑ NA Effluent Filter Model ❑ NA
Number of Bedrooms k Capacity al
❑ NA
NA
Number of Commercial Units
Pump Tan / r
Estimated flow aUda
( average) Pump Tank Manufacturer NA
Design flow (peak), (Estimated x 1 .5) /2 aVd
Pump Manufacturer 7-� ? C1 NA
,/�i aUda /ftz Pump Mode{ -."/ S �' ❑ NA
Sod Application Rate _ _ q
Monthly average' Pretreatment Unit
influentlEffiuent Quality p S Filter O Peat Filter
Fats, Off & Grease (FOG) S30 mg/L ❑ Mechanical Aeration O Wetland
Biochemical Oxygen Demand (BOD 420 mg/L ❑ Disinfection O Other-
T Suspended Solids (TSS) s150 mg/L Manufacturer
Monthly average"' Dispersal Cell(s) Pretreated Effluent Quality Demand (BODS) ❑ In- ground (gravity) ❑ 1 ground (pressurized)
Biochemical oxygen S30 mgfL
❑ At -grade ound
Total Suspended Solids (TSS) S30 mg1L ❑ Other
Fecal Colifo[m (geometric mean) S10 cfu1100ml ❑ Dri ine
Y inch diameter
Values typical for domestic (non- commerdar) 'Kastewater and
Maximum Effluent Particle Size sep tic tank effluent
Values typical for pretreated wastewater.
MAINTENANCE SCHEDULE Service Frequency
Service Event ❑months r(s) (Maximum 3 yrs.)
inspect condition of tank(s)
At least once every
When combined sludge and scum equals one -third (Y,) of tank volume
Pump out contents of tank(s)
=, ❑ months ar ( s ) (Ma)imum 3 y rs_)
�-
Inspect dispersal cell At least once every s) ❑months �ear(s)
Clean effluent filter At least once every
❑ months ear(s) ❑ NA
controls & alarm At least once every
inspect pump, pump ❑ months years) O NA
Flush laterals and pressure test At least once every ❑months [I year(s) C1 NA
Other. At least once every
Other- At feast once every
❑ months ❑ year(s) ❑ NA
MAINTENANCE INSTRUCTIONS y one of the following licenses or
Inspections of tanks and dispersal cells shall be made b an ind Sewer-. O carry TS Inspe POWTS Maintainer, Septage
certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS
de a visual inspection of the tank or broken
Servicing Operator. Tank inspections must inclu d Sludg nd scum and to ch f eck f for any back up
hardware, identify any cracks or leaks, measure the volume of combine y ed to check the effluent levels
The dispersal cell(s) shall be vi
or ponding of effluent on the ground surface - suail inspect ndin of effluent
in the observation pipes and to check for any Pon ding of effluent on the ground surface. The local g authority.
ent on the
ground surface may indicate a failing condition and requires the Immediate notification or more of the tank volume, the
the combined accumulation of sludge and scum in any tank equals on e - third � or r in accordance with ch NR
When Servicing Operato
r emoved by a Septage Se g
entire contents of the tank shalt be r
113, Wisconsin Administrative Code_ retreat ment components; and any
The servicing of effluent filters, mechanical or pressurized POWTS compones by a certified POWTS Maintainer
other maintenance or monitoring at intervals of 12 months or less shall be perfor of completion of any se
START rvice event.
vice
A service report shall be provided to the local regulatory authority within 10 days
t for the presence of painting products or other
For new w AND OPERATION c hf h ce ling Pro are
constnuction, prior to use of the POWTS check treatment tanks,
chemicals that may impede the treatment process and/or damage the dispersal ll(s)- to 9 e.
detected have the contents of the tank(s) removed by a sep th g eservicing
M
Page of
System start up shall not occur whet+ soil conditions are frozen at the infiltrative surface.
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess
wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the
tfackup or surface discharge of effluent To avoid this situation have the contents of the pump tank removed by a
Septage Servicing Operator prlor.to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to
assist in manually operating the pump controls to restore normal levels within the pump tank
Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact,
the area within 15 feet down slope of any mound or at -grade soil absorption area_
Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life
of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers;
disinfectants; fat foundation drain (sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat
scraps; medications; oil; painting products; pesticides: sanitary napkins: tampons; and water softener brine.
ABANDONMENT
When the POWTS fails and/or is permanently.taken out of service the following steps shall lie taken to Insure that the
system is property and safety abandoned in compliance with ch_ Comm 83 - 33, Wisconsin Administrative Code:
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and property disposed of by a Septage Servicing Operator-
After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space
filled with soil, gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code
compliant replacement system:
• A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil
absorption system. The replacement area should be protected from disturbance and compaction and should not
be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to
protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable
replacement area- Replacement systems must comply with the rules in effect at that time.
• A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS
technology a holding tank. may be installed as a last resort to replace the failed POWTS-
ie W
site has not been evaluated to identify a suitable replacement area. Upon failure of the POTS a soil and
site evaluation must be performed to locate a suitable replacement area- if no replacement area is available a
holdin g tank may be installe as a d last resort to replace the failed POWTS.
ound and at - grade soil absorption systems may be reconstructed in place following removal of the biomat at
the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time -
<<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN.
DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY
RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS
POWTS I TALL5E POWTS MAINTAINER
Name
Name �lr�
Phone ,/ - - J Phone - 7�
SEPTAGE SERVICING OPERATOR PUMPE LOCAL REGULATORY AUTHORITY
Agency
Name
Phone % / ✓ _ �� / Phone
This document wa drafted try the staffs of the Green Lake. Marquette and Waushara County Zoning and Sanitation agencies_ This document meets
the, minimum requirements of ch_ Comm 83- 22(2)(b)(1)(d) &(f) and 83- 54(1), (2) & (3). Wisconsin Administrative Code- Use of this document does not
Gf,IfiN (2/O')
guarantee the performance of the POWtS-
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must �Y
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.
Please print all information. Reviewed by Date
Personal information you provide may be used fo ur oses (Privacy Law, s. 15.04 (1) (m)).
Propert Owner ® operty Location
J ovt. Lot 1/4 1/4 S T N R(or
Property Owner's Mailing Address MAR 1 2��� of # Bloc # Subd. Name or CSM#
A/1 l a
City Sta. Zip Code Phdffe 6 ROW C0U;N7 Y City Village Town NebrLest Road
ZON'IN
JR New Construction user Residential / Number of bedrooms Code derived design flow rate GPD
Replacement Public or commercial - Describe:
Parent material �� Flood Plain elevation if applicable ft.
General comments
and recommendations:
F] Boring # ❑ Boring
Da Pit Ground surface elev. &� ft. Depth to limiting factor _-29 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *E 1 *E 2
- 3
3_
/7 A114 .(o
.S
Boring # ❑ Boring
Pit Ground surface elev. ft. Depth to limiting factor
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
4
3 J 1
I i
* Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 _< 150 mg /L nt #2 = BO < 30 mg /L and TSS < 30 mg /L
CST Name ease P ' t) Signature CST Number
Address ` ate Evaluation Conducted Telephone Number
SBD -8330 (1107/00)
f
Property Owner , Parcel ID # Page of _. Z
F—�?] Boring # ❑ Boring
0 Pit Ground surface elev. a2 ft. Depth to limiting factor ,A in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. gont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
a
3
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ 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 '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.07 100)
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CERTIFIED SURVEY MAP
MARY MALONEY
Part of the Southwest 1/4 of the Northwest fractional 1/4 of Section 3, Township 29
North, Range 18 West, Town of Warren, St. Croix County, Wisconsin.
o Indicates 1" x 24" iron pipe weighing 1 .13 lbs. /lin. ft, set
N W - C Oit. SEC. 3,T 29N, `` `` �����►11 1 ttttttlt►p/llj /
MON.) RISW( COUNTY SURVEYORS ````\ •••..G o %���
JAMES L.
CD
� MURPHY = Wo
M S ' 1 042 E zo
G -j o
.. . RIVER FALLS, �o �.
UNP L AT TEG LANDS �.�� Wisc.
l 4 i „ ,��� LAND \ ��po 3 0
41 4 . 2 Se f ///1/11111111111C�11�� WW XX
l
?� 0 ' 3 ? �82.33'1p„E 165.0 ~�
I o
(_ I 3 G a
/0 0
l o o W
• N
WEST LINE I I Co o00 N
S EC. 3 0 �^ —
i I N I K1
W LOT 1 = 2.446 AC.
106,580 SQ.FT. UNPL L ANDS, .,f
�o ;
. i a ,NET = 2.075 AC.
c'I �iv ,90,394 SQ.FT.
r~ I -
N. a
I
O
APPROVED S C A LE I "_
66 TOWN ROAD
I d 4
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT` 21 J � S
AND 6
OWNERSHIP CERTIFICATION FORM
c
owner/Buyer J� r2
Mailing Address 3 - `� d/� 7
Property Addre of D '
erification re ed from Planning artmen
t for new construction)
City /State Parcel Identification Number
LEGAL DESCRIPTION
Pro e Location sw l i /< , Sec. T2 N -RZSW, Town of e
op rty rvw -
Lot #
Cert ified Survey Map # 37 4 Volume 4 ____ , Page # (
Warranty Deed # X 32 , Volume Z36 4 , Page it
Spec house ❑ yer40 Lot lines identifiab es ❑ no
T /
SYSTEM MAINTENANCE
NANCE
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
master plumber, journeyman plumber, restrictedplumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal 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.
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
stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
days of a three year exp' lion date.
SIG OF APPLICANT DATE
OWNER CERTIFICATION
I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of
the p erty described b ve, by virtue of a warranty deed recorded in Register of Deeds Office.
SIG APPLICANT DATE
* * * * ** Any information that is mis- represented 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
a copy of the certified survey map if reference is made in the warranty deed
J 2 3 6 y P 3 6 5 735638
STATE BAR OF WISCONSIN FORM 1 - 2000
' WARRANTY DEED KATHLEEN H. WALSH
Document Number REGISTER OF DEEDS
ST. CROIX CO., WI
This Deed made between Brian J. Cloutier and Lori L.
Cloutier a /k /a Brian Cloutier and Lori L. Cloutier, _ RECEIVED FOR RECORD
husband and wife 08/14/2003 12:30PH
Grantor,
and Jeremy R. Helwia and Christina M. Helwia, husband WARRANTY DEED
and wife as survivorship marital property EXEMPT
REC FEE: 11.00
Grantee. TRANS FEE: 195.00
Grantor, for a valuable consideration, conveys to Grantee the following CCPFEE:
described real estate in St. Croix County, State of PAGES: • 1
in (the "Property") (if more space is needed, please attach addendum):
Lot of Certified Survey Map recorded in Volume 4
on page 1168 as Document No. 377716 being a part of
the So thwest Quarter of the Northwest Quarter (SW Recording Area
1/4 of NW 1/4) , Section (3) Three, Township (29) Name and Return Address
Twenty -Nine North, Range (18) Eighteen West, Town of Title One Premier Group
Warren. 706 19th Street South
Hudson, WI 54016
042 - 1004 -95 -001
Parcel Identification Number (PIN)
Together with all appurtenant rights, title and interests. This is not homestead property.
(is) (is not)
Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except
Roadways, Easements, and Restrictions of Record
Dated this 13th day of August 2003
* Brian J. Cloutier * Lori L. Cloutier
*
AUTHENTICATION �1lS.V111►�b ACKNOWLEDGMENT
�� P•RY PUP" STATE OF WISCONSIN )
p '< </
Signature(s) ) ss.
St. Croix County. )
authenticated this day of KA V• Personally came before me this 13th day of
Z PALM August 2003 the above named
Brian J Cloutier and
Lori L Cloutier
TITLE: MEMBER STATE BAR OF WISCO QF W1SC
(If not, to me known to be the person who executed
authorized by §706.06, Wis. Stats.) the foregoi inst ent a owledged the same.
THIS INSTRUMENT WAS DRAFTED BY * K a lm
Michael H. Forecki, Attorney No Pu lic, State of Wisconsin
Eau Claire, Wisconsin My Commission is permanent. (If not, state expiration date:
(Signatures may be authenticated or acknowledged. Both are not necessary.) December 12 2)05 .
*Names of persons signing in any capacity must be typed or printed below their signature.
WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 1 -2000
Phone: Fax: Michael H. Forecki
Produced with ZipForm- by RE FormsNet, LLC 18025 Fifteen Mile Road, Clinton Township, Michigan 48035, (800) 383 -9805
9
M AY2 ED
r�
of
CERTIFIED SURVEY MAP
MARY MALONEY
Part of the Southwest 1/4 of the Northwest fractional 1/4 of Section 3, Township 29
North, Range 18 West, Town of Warren, St. Croix County, Wisconsin.
o Indicates 1" x 24" iron pipe weighing 1.13 lbs. /lin. ft. set
NW C 0 R. SEC. 3, T 2 9 N, `````���u►►►nnml /q /Iq���
RIS W ( COUNTY SURVEYORS ��
`
JAMES
co
M ?• MURPHY = 0
rn ' S - 1 0 4 2 e ?o
VO, RIVER F/1LLS, .��0 '10
UNP LATTED LANDS �J'j''•, Wisc.
33' LAND
I 2 XX
(x/'032 58233'10 - -E 163,0 oai
0 v�
L Lj 3. O a
O r ►L
o (� O 0 , \10
O I W 3
O aD
O N m N
WEST LINE I I CD 9 N N
S EC. 3 O M - OZ
I O M Z
N _ Of
W LOT 1 = 2.446 AC. �•a
106,950 SQ.FT. U NPL A TTE D LA Q ►-
- --
W
J M N NET : 2.078 AC. W mM
0 til �iv 90,394 SQ.FT. —
N O Ju
WI N I N JW
f 10 _ Q 0
N O O .• m
a l , o o O
0 ° m = APPROVED SCALE 1 ": 100
. a. �,
66'TOWN ROAD — ,?,,