HomeMy WebLinkAbout004-1055-40-100Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM
Safety and Building Division
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)]
Permit Holder's Name:
City Village Township
Cole and Brook Plahn
TOWN OF CADY
CST BM Elev;
Insp. BM Elev:
BM D ription:
11,
LG �� �C..
TANK INFORMATION
� � ELEVATION DATA
TYPE
MANUFACTU�
I C- t I(L
CAPACITY
Septic
�p,� ���t'� C� -[7'� o yl �
' "�"
� 00 �
Dosing
�
�y✓1 �
� DO
Aeration
.� �
L;
TANK SETBACK INFORMATION
TANK TO
P/L
WELL
BLDG.
Vent to Air Intake
ROAD
Septic
710 �
��
95,
Dosing
>>flD
�,
�
gz
S,�
._
Aeration
Holding
PUMP/SIPHON INFORMATION �CC ������ Z�,
Manufacturer Demand
Z, � GPM
Model Number �� � ( "f' L,
� I
TDH Li Friction Loss System ead TDH Ft
f��18 3.0 3.ZS 13.E
Forcemain L�gth 5 � Dia.��� Dist. to Well A
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length Ide ^rT ^��
DIMENSIONS � � �!,'�
SETBACK SYSTEM TO ✓ P/L BLDG WELL
INFORMATION T �,e�f Syste�'j
y/' 6 ors �,o': �`�\ iU�
DISTRIBUTION SYSTEM
county: St. Croix
Sanitary Permit No:
617861
State Plan ID No:
PWTS-0032000300-C
Parcel Tax No:
004-1055-40-100
Section/Town/Range/Map No:
24.28.15.374B
� 1 �o. 81
STATION
BS
HI
FS
ELEV.
Benchmark
�• :2 �
� O�•�
�D U
Alt. BM
Bldg. Sewer
�-
q-�
loll
SUHt Inlet
�
13. �
�'7. Z l
St/Ht Outlet
Dt Inlet
DtBottom
�
'�.�
93.3)
Header/Man.
7 •��
G
'�, u q
L I
Dist. Pipe
2.9z
/oa, �16
Bot. System
?.�Q
7
9 1.
1 1
Final Grade
S//E� �er �
8 .,75
I �� .� b
`b`r � �
DIMENSIONS
o' S (�
BER
NIT
Z. �9 -7.
Header/Manifold
Length � ' Dia
�'
��
�
Distribution � I
Pipes)
Length�� Dia
+�
Spacing
� +
x Hole Size `
� ,
x Hole Spacing
pp
� < � V
Vent to Air Intake
�
��� � h i
SOIL COVER
( � x Pressure Systems Only
xx Mound Or At -Grade Systems Only
C(� � V �
Depth Over
Bed/Trench Center I
�,
��
�
Depth Over
Bed/Trench Edges
� � 1 �
xx Depth of
Topsoil � � ��
xx Seeded/Sodded
Yes �
Ne
xx Mulched
� Yes 0 No
COMMENTS: (Include code discrepencies, persons present, etc.)
Location: 268 330TH ST Le�S � � �a + y15
Inspection #1: � 12 � I��� Inspection #2:
f3;13o a�
1.) Alt BM Description = F+ 1 � r ��. f ivy W �`'1 (�
2.) Bldg sewer length = � 5 � �`
-amount of cover = ��o;�
Plan revision Required? � Yes �No
Use other side for additional information. ""'''"
5 2a �.
Date
� �'1 SA�C�' O►n
����
-+ ►.
r As _/ %, ^
cQ u C 1C,feel w ./%
N
{� (� � f�
ECf1--,II
110,4
D
County
\�/ -,•
Industry Services Division
�j, C,,2o 1�
{ i s, J "A`
1400 E Washington Ave
p "~I MAR 2 5 2020
P.O. BOX 7162
Sanitary Permit Number (to be filled in by Co.)
j
Madison, WI 53707-7162
C �humll.. Application
State Transaction Number
rl ac rdance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit
�
�/v� 5 " 0 va (5003 �l.J —
s re ired prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted
to
he Department of Safety and Professional Services. Personal information you provide may be used for secondary
Project Address (if different than mailing address
purposes in accordance with the Privacy Law, s. 15.04 1 m , Slats,
^ Q eee � C ,
La Q 566
I. A lication Information — Please Print All Information
Property Owner's Name �a1N C.
Parcel #
Ca LC �l
02VA --
Property Owner's Mailing Address
loam
Property Location
City, State. Zip Code Phone Number
Govt. Lot R
sC %a,� '/a, Section
eeeee�LOa� �J'� �O
circle o
L
T� N R ( EorU
II. Type of Building (check all that apply) p s Lot #
911 or 2 Family Dwelling— Number of Bedrooms 5 I
Subdivision Name
❑ Public/Commercial — Describe Use Block #
❑ City of
❑ State Owned — Describe Use ��
CSM Number
❑ Village of
gt (7
R'own of
III.
Ty a of Permit: (Check only one box on line A. Complete line B if applicable)
A.
New System ❑ Replacement System ❑ Treatment/HoldingRe
Tank Replacement Only
El Other Modification to Existing System (explain)
Be
❑ Permit Renewal
❑ Permit Revision
❑ Change of
❑ Permit Transfer to
New
List Previous Permit Number and Date Issued
Before Expiration
Plumber
Owner
IV. Type of POWTS System/Component/Device: Check all that apply)
3
❑ Non -Pressurized In -Ground ❑ Pressurized In -Ground ❑ At -Grade
it Wound < 24 in. of suitable soil
_
❑ Holding Tank ❑ Other Dispersal Component (explain) ElPretreatment Device (explai
V. Dispersal/Treatment Area Information:
Design Flow Design Soil Application Dispersal
Dispersal Are(sf) Dispersal Area Proposed (sf) SystemQElevatton�j
C(gpd)
c JLJ eN Rate(gpdsf) • ( l00 '' .
1 !J • Q 9 4 Q .W
VI. Tank Info Capacity in
U
r-
~
Gallons Total # of o
Manufacturer 0 u
Gallons Units
New Tanks Existing Tan
w a °? cu a
71
a U in v in ii 0 R
Septic or Holding Tank 0�,
TY K ❑ ❑ ❑ ❑
Dosing Chamber Lo Qb
1ca. ❑ ❑ ❑
VII. Responsibility Statement- I, the undersigned, assu a onsi i ty for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plumber's S at re
MP/MPRS Number Business Phone Number
Todd Sinz
139462 715-235-2644
Plumber's Address (Street, City, State, Zip Code)
T. L. Sinz Plumbing, Inc. E5609 708" Ave. Menomonie WI 54751
VIII. County/De
artment Use Only
Approved
❑ Disapproved Permit Fee D e Issued ssu'
g A4ent Sign ur
El $ �04 41
Given Reason for Denial 2wc)
I.)l I"ipproval/Reasons for Disapproval 3)
1. Septic tank, effluent filter and t aeift�
dispersal cell must be serviced /maintained '�C
as per management plan provided by plumber: ) �` '�"'�hf
2.All
t
Lh-
setback requirements
must .
as nAr Annlinnkio ..,.,-t...,vuedw .,. ,. -.._._._ _At_ -- -
—rr
..vuc�'vtt717 rnrteEg;�•� 13141=10 _u_ talc 31,.=u= and auuiim iu uie wun[y omy on paper not less than ri 112 x ll inches in size
SBD-6398 (R03/14)
f
tio
FA J
l%�� tv /Zap// f�r�� ��,�r""•��l �'L.�'r% �.�•'7
DS -,
1 Ps
March 135 2020
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 2022-03-13
Plan Review: PWTS-032000300-C
TODD L SINZ
E5609 708th Ave
Menomonie WI 54751
SITE:
Cole and Brook Plahn
268 330th St
Town of Cady
Saint Croix County
SE, NE, S24, T28N, R15W
Total Amount: $250.00
DIVISION OF INDUSTRY SERVICES
2850 MIDWEST DR STE 104
ONALASKA WI 54650
Contact Through Relay
http://dsps,wi.gov/prog rams/Default. aspx
www,wisconsin.gov
Tony Evers -Governor
Dawn Crim - Secretary
Conditionally
APPROVED
DEPT. OF SAFETY AND PROFESSIONAL
SERVICES
DIVISION OF INDUSTRY SERVICES
SEE CORRESPONDENCE
FOR:
Description: Three Bedroom Mound System \Sloping site
Mound Component Manual — Ver. 2.0, SBD40691-P (N.01/01, R 10/12), Pressure Distribution Component
Manual — Ver. 2.0, SBD-10706-1` (N.01/01, R.10/12), 450 GPD, 23" depth to limiting factor from original
grade, Maintenance required, Effluent filter, New construction
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be
constructed and located in accordance with the enclosed approved plans and with any component manual(s)
referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance
with all code requirements.
No person may engage in or work at plumbing in the state finless licensed to do so by the Department per s.145.06,
stats.
The following conditions shall be met during construction or installation and prior to occupancy or use:
Reminders
• A sanitary permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 145.19, Wis. Stats.
• Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches.
Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4-
inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to
prepare, do not proceed until it dries.
• 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. Stats.
• A state approved effluent filter is required. Maintenance information must be given to the owner of the tank
explaining that periodic cleaning of the filter is required.
Owner Responsibilities
The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also receive a
copy of the appropriate operation and maintenance manual(s) and be responsible for ensuring that POWTS is
operated and maintained in accordance with this chapter and the approved management plan under s. SPS
383,54(1),
In the event this soil absorption system or any of its component parts malfunctions so as to create a health
hazard, the property owner must follow the contingency plan as described in the approved plans.
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.
A coRy of the approved plans, �ecifications and this letter shall be on -site during construction and open to
inspection by authorized representatives of the Department, which may include local inspectors.
In granting this approval the Division of Industry Services 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 and the POWTS management plan to the owner and any
others who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely,
Gerard M Swim
POWTS Plan Reviewer, Division of Industry Services
(608)789-7892 — voice \ (608)785-9330 — fax
jerry.swimAwi.gov
6lli0UIW® ANJ® r1XMQQU1r%E IJISTRIBU I IOIV COIVIPOIVENI ®ESIGN
Residential Application
INDEX AND TITLE PAGE
Project Name:
Owner's Name:
Cole &Brook PLahn new septic system.
Cole &Brook Plahn
Owner's Address: 268 330th Street
Knapp Wi54027
715-829-4765
Legal Description: SE1/4 NE1/4 S24 T28N R15W
Township:
County:
Subdivision Name
Cady
St Croix
Conditionally
APPROVED
EPT. OF SAFETY AND PROFESSIONAL
SERVICES
DIVISION OF INDUSTRY SERVICES —
Lot Number: Na _
Parcel I.D. Number: ccllrg
Plan Transaction No.: SEE CORRESPONDENCE
Page 1 Index and title
Page 2 Data entry
Page 3 Mound drawings
Page 4 Lateral and dose tank
Page 5 System maintenance specifications
Page 6 Management and contingency plan
Page 7 Pump curve and specifications
Page 8 Tank specifications
Page 9 Plot plan
Designer:
Date:
Signature:
License Number: MP139462
Phone Number: 715-736-1994
" Designed Pursuant to the
Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01, R. 10/12), and both
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and
Pressure Distribution Component Manual Ver, 2.0 SBD-10706-P (N. 01/01, R. 10/12)
Version 7.0 (R. 011/12) Page 1 of 9
ound and pressure Distribution Component Design
Design Worksheet
Site Information
R Residential or Commercial Design
300.00 Estimated Wastewater Flow (gpd)
1.50 Peaking Factor (e.g. 1.5 = 150%)
450.00 Design Flow (gpd)
5.00 Site Slope (%)
9'070 Contour Line Elevation (ft)
23.00 Depth to Limiting Factor (in)
0.60 In -situ Soil Application Rate (gpd/ft2)
Distribution Cell Information
"15.00 Dispersal Cell Length Along Contour (ft) _
1.00 Dispersal Cell Design Loading Rate (gpd/fe)
1 Influent Wastewater Quality (1 or 2)
Pressure Disributian Information
4A01
3.25
16.28
4.60
0.00
24.13
Center or End Manifold
Lateral Spacing (ft)
Number of Laterals
Orifice Diameter (in)
Estimated Orifice Spacing
Forcemain Diameter (in)
Forcemain Length (ft)
Pump Tank Elevation (ft)
System Head (ft) x 1.3
Vertical Lift (ft)
Friction Loss (ft)
I
n-line Filter Loss (ft)
Total Dynamic Head (ft)
Lateral Diama#er Selection
in. dia. o tions choice
0.75
1.00
1.25
1.50 x x
2.00 x
3.00 x
Note: Sand fill (D) calculations assume a
Table 38344-3 in -situ soil treatment for
fecal coliform of <= 36 inches.
6.00 Cell Width (ft)
Are
in
I
the laterals the highe-st- oi�nt ---�
the distribution
network? Enter Y or N
If N above, enter the elevation ft
of the highest point.
11.84 ftz/orifice
Does the farcemain drain back? ��
Enter Y or N
54.64 Forcemain Drainback (gal)
67.38 5x Void Volume (gal)
122.03 Minimum Dose Volume (gal)
24.90 System Demand (gpm)
Manifold Diameter Selection
Note: Sand fill (D) calculations assume a
Table 38344-3 in -situ soil treatment for
fecal coliform of <= 36 inches.
6.00 Cell Width (ft)
Are
in
I
the laterals the highe-st- oi�nt ---�
the distribution
network? Enter Y or N
If N above, enter the elevation ft
of the highest point.
11.84 ftz/orifice
Does the farcemain drain back? ��
Enter Y or N
54.64 Forcemain Drainback (gal)
67.38 5x Void Volume (gal)
122.03 Minimum Dose Volume (gal)
24.90 System Demand (gpm)
Manifold Diameter Selection
in. dia.
o tions
choice
1.25
x
1.50
x
x
Z00
3.00
Gallons/Inch Calculator (optional)
Treatment Tank Information Total Tank Capacity (gal)
1000.00 Se tic Tank Capacity(gal) Total Working Liquid Depth (in)
Huffcutt concrete Manufacturer gal/in (enter result in cell. B49)
Dose Tank information Effluent Filter information
640.00 Dose Tank Capacity (gal) Lifetime Filter Filter Manufacturer
15.23 Dose Tank Volume (gal/in) LT1/8 Filter Model Number
Huffcutt concrete Manufacturer
Project: Cole & Brook PLahn new septic system. Page 2 of 9
1/10, B Observatoin Pipe&A ;
a ffiT
�i`kil�3:'`ri��ti
v ,
Q
A O.OU ft E 16.60 in H 1.00 ft K 9.0$ ft
B 75.00 ft F I 9.50 in z 9.44 ft L 93.15 ft
D 13.00 in G L 0.50 ft J 6.20 ft W 21.64 ft
450.00 (ft2) Dispersal Cell Area
6.00 (gpd/ft) Linear Loading Rate
,..a ZI In I qZM Mi 610141
1158.09 (ft2) Basal Area Available
7.50 (ft) 1/10 B Obs° Pipe Placement
Finished Grade 101.58 (ft) --� a
99.78 (ft) — F ?Dispersal Cell T
Dispersal CellJ':,
Elevation D
5.0 %Site Slope
Shading Key c oT Dispersal Cell
Topsoil Cap CL
1.5 ft
® re rare Subsoil Cap }'!° LLLt ; ;
ti O {.tit
ASTM C33 Sand' r ` 't�
ro ;{,xr ,s 4�s�P r, -
5 Tilled Layer 0.5 ft Typical Lateralk8 F
k4 Aggregate 4 WPM 4 4 4.S s4 ti
f° }� •.?;fir;< .
A
Project: Cole & Brook PLahn new septic system,
G Fi
100,28 (ft) Lateral
Invert
1
70 (ft) Contour Elevation
Geetextile Fabric Cover
See lateral details on
Page 4 for number, size,
and spacing of laterals,
Laterals are equally
spaced from the
distribution cell's
centerline in the
distribution cell (AxB).
Page 3 of 9
fFl1 @at€rats are ici�ntical l¢ �®� i Holes dtiNed on ti°� battom trf the !Metal
oquatiy spaced
Fore* main eonn?otlon File top or 01"s to manifold at 4nm point.
Leterels &forcernadc7 Sch 40 PVC per SPS Table 384.30-5
Number of Laterals
Lateral Diameter
Lateral Length (P)
Lateral Spacing (S)
Lateral Flow Rate
System Flow Rate
Total Dynamic Head
2
1.50
ssisssis
73.44
3.00
12.45
24.90
24.13
Orifice Diameter
in Orifice Spacing (X)
ft Orifices per Lateral
ft Orifice Density
rpm Manifold Length
rpm Manifold Diameter
Ft Forcemain Velocity
Electrical as per NEC 300 and '--�
5P5 316.300 WAC
Disconnect
Tank component is properly vented
Huffcuttconcrete Manufacturer
Ca acit 640.00 Gallons
Volume 15.23 gal/inch
Dimension
Inches
Gallons
A
Was
20.01
304.75
B
2.00
30.46
C
8.01
122.03
D
12.00
182.76
Total
42.02
640.00
under tank.
Alarm Manuafacturer SJE Rhombus
Alarm Model Number Tank Alert
Pump Manufacturer Zoeller
Pump Model Number BN152
Pump Must Deliver 24.90 gpm at 24.13 ft TDH
0.1$8
4.08
19
11.84
3.00 ft
1.50
2.54
in
ft
ftz/orifice
in
ft/sec
Locking cover with warning
label and locking device and
sealed watertight
I
4 in. min.
F -- Alternate outlet
location
Forcemain diameter
2 in.
Weep hole or anti -
siphon device
Purn off elevation (ft)
84.00
� Dose tank elevation (ft
ss.oa
Note: Switches
containing mercury
may not be used in
this system.
Project: Cole &Brook PLahn new septic system. Page 4 of 9
rIF 1 at * •� r
Service Provider's Name T L Sinz Plumbing Inc. Phone 715-736-1994
POWTS Regulator's Name St Croix County Zoning Phone 715-3864680
Design Flow -Peak
Estimated Flow - Average
Septic Tank Capacity
Soil Absorption Component Size
Type of Wastewater
Septic and Purnp Tank
Effluent Filter
Pump and Controls
Alarm
Pressure System
Mound
Other
tat
up
d Maximum Influent Partiole Size
gp
ga
d Maximum BOD5
l Maximum TSS
Maximum FOG
Maximum Fecal Coliform
1/8 in
220 mg/L
150 mg/L
30 mg/L
>10E4 cfu/100'mL
Ins ect and/or service once eve 3 years
Should inspect and clean at least once every 3 years
Test once every 3 years
Should test monthly
Laterals should be flushed and pressure tested eve 3 years
Inspect for ponding and seepage once eve 3 ears
Call T L Sinz Plumbing for your service needs. ::d
1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap,
and are secured in as shown in the mound component manual.
2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code,
3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm, Code,
4. Tillage of the basal area is accomplished with a mold board or chisel plow.
5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration.
Grade ,
6-8" Diameter Lawn Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Distribution
m-------._._ Long Sweep 90 or Two
45 De ree Bends Same
Diame�er as Lateral
Project: Cole &Brook PLahn new septic system. Page 5 of 9
Pursuant to SPS 383.54, Wis. Adm. ...
General
This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' eompobent
manuals (SBD-10691-P (N.01/01, R. 10/12), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver, 2.0 SBOW
10706-P (N. 01/011 R. 10/12)] and local or state rules pertaining to system maintenance and maintenance reporting.
No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death.
Septic and pump tank abandonment shall be in accordance with SPS 383,33, Wis. Adm. Code when the tanks are no longer used as
POWTS components.
Septic or pump 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 84ches in diameter shall be secured by an effective locking
device to prevent accidental or unauthorized entry into a tank or component.
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. 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 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 sludge and scum 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 a triennial 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.
The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products
are used they shall be approved for septic tank use by the Department of Commerce.
Pump Tank
The pump (dosing) tank shall be Inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper
operation, if an effluent filter is installed within the tank it shall be inspected and serviced as necessary.
Mound and Pressure Distribution System
No trees or shrubs should be planted on the mound. Plantings may be made around the wound's perimeter, and the mound shall be
seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for
vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the
mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the
mound be heavily mulched as protection from freezing.
Influent quality into the mound system may not exceed 220 mg/L BODS, 160 mg/LTSS, and 30 mg/L FOG for septic tank effluent or 30
mg/L BOD5, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow
specified in the permit for this installation.
The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be
flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test
when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution
within the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any
levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
Contingency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in
proper operating condition.
If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately
repaired or replaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or
replaced in its' present location by increasing basal area If toe leakage occurs or by removing biologically clogged absorption and dispersal
media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition; `
See Page S of this plan for the name and telephone number of your local POWTS regulator and service provider:
Pretreatment Units '
The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection
units are attached as separate documents and are considered part of the overall management plan for this system.
Project: Page 6 of 9
FIowmMare
In high head dewatering or effluent
applications where pumping
performance is critical, this robust
family of pumps is known for
reliability, durability and performance.
These pumps are especially suited for
harsh environments. Zoeller's cool
run design and corrosion -resistant,
powder coated epoxy finish add up
to a long-lasti ng,troubte-free product.
APPLICATIONS:
• STEP or onsite applications
• Water transfer
• Light commercial dewatering
SPECIFiCA710NS:
• 1 T/z" NPT discharge
• 1/2 HP through 1 HP
• Available in automatic or nonautomatic
• Model 137, 139, 140: T/2" (13 mm) spherical solids
capacity with vortex impeller
• Model 145: 3/4" (19 mm) spherical solids capacity with
vortex impeller
• Bronze construction available (139 series)
• High head version available (145 series)
• Double shaft seal versions available for added protection
on models 140/145,
For more information, see Technical Data Sheets FM2782, FM2783
PUMP
PERFORMANCE
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This is our fastest growing line of
effluent pumps.The 150 series is truly
a workhorse designed for reliability
underextreme conditions in an effluent
environment. 150 series pump curves
cover a wide range of applications.
They are well suited to applications
with low pressure pipe (LPP) and
enhanced flow STEP systems. Zoeller's
cool run design and corrosion-
resistant, powder coated epoxy finish,
in addition to the hermetically sealed, oil -filled motor and
non -clogging vortex impeller add up to a long-lasting,
trouble -free product.
APPLICATIONS:
STEP or onsite applications
• Light commercial dewatering
SPEGlfICA710NS:
• 1 T7e NPT discharge
3/10 HP through 1/2 HP
• Available in nonautomatic or with a variable level
piggyback mechanical switch
• 1/2' (13 mm) spherical solids capacity with vortex
thermoplastic impeller
For more information, see Technical Data Sheet FM2784
35 162
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Wisconsin Department of Co 301 L T40a EPORT
Division of Safety and Buildings
mAy Vac Pce with Comm 85, Wis. Adm. Code
County
Attach complete site plan on a er not I s thhaann 8__1q/��� x 11 inches In size. Plan must
include, but not limited to: ve I" l�i�Ce l ! nee point (BM), direction and Parcel I.D.
percent slope, scale orgeWOMM"RWAVROM and distance to nearest road.
Please print all Information. Review
Personal information you provide may be usad for secondary purpases (Privacy Law, s. 15,04 (1) (m)).
Property Owner Property Location
L's(�2zt4--fLI
Pagfs of
St Croix
MailingProperty Owner's Address
r.:.
[� New Construction Use � Residaniial ! Number of bedroatns 3 Code derived design flour ra4e �rov ' GPD
Replacement Public or commercial < Describe:
Parent material loess Flood Plain elevation if applicable Nth ti•
General comments+
and recommendations; i aw. i3"`.
Ground surface elev. 98.7 ft.
Ground surface elev.
ft.
Depth to limiting factor
m
in.
Depth to lim'rfing factor G4 in.
Horizon
Depth
in.
Daminani Color
Munsall
Redox Dascriptian
Qu. Sz. Cant Color
Texture
Structure
Gr. Sz. Sh.
Consistence
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CST Name (Please Print) re CST Ntmlb4r
Timoth C Muska _ 227549
Address Date Evaluation Conducted Telephone Nurtlbar
27980 155th Ave Cadott , WI 54727 4-6••1'7 (7I 289-3642
J��P�r�o��pe�rjty C�vnere
I®! Boring 0 Sorina
El Pit Ground surface elev.
97.40 23 4
ft. Depth to limiting factor. In.
Page Hof
®oring # Boring '
DW Ground surfarrz wlaw A ne.,tti ... 0...ut.... e....a^,
Horizon
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in. Munseli
Redox Description Texture Structure Consistence Boundary Roots
Qu, Sz. Cont. Color Gr. Sz. Sh.
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*001
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au Ground surface elev. Depth to Iimltino frtnr iA
owi
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" Effluent #1 : BODE > 3t) < 220 mg/L and TSS >30 < 150mgll. *Effluent #2 = BODg < 30 mglL and T55 _< 30 mgn,
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 depart3nent at 60l;-266-3151 or TTY 608�264-877i.
SBD-0330Test (P~07100)
0
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&complete all pagese
p 3 J.�! NOTE: Personal Information you provide may be used for secondary purposes
[Privacy Laws. I 1'
❑ Plans to be E-filed. Provide SharePoint User name below:
For plan status, check our website at http:IMsl)S.wLC� Gv_
i
Email technical code questions to niaiito;DSPSSePowIs ech
)y.i qnv
Several counties have been delegated certain authority to review plans in lieu of Division of Industry services. For a current list
of those
counties and their designation check our website at I dtsi d:<,t)s'v10i ao e
f
1. Project Information e Fill In all known Information.
Confirmation of assignment to a reviewer.
) " 1 V J P,?.kllA{
Transaction ID:
Project/Site Name:
Location, Number & Street of project (if unknown, indicated nearest road)
Previous Related Trans. iD:
L `�5 %tic �7 /�
Estimated Completion Date:
Assigned Reviewer:
J
Legal Description: fS' i Al f /1) 165 o Yed
County e'er l_�
Assigned Office:
❑ City ❑ Village own of G-r
Mall to your office of choice below: I
La Crosse, Crean Bay
2. After plans are reviewed, please: (check all that apply)
E] Cali customer 1, 2 (circle number)*
NOTE: We reserve the right to redistribute plane to another
office if
Requesting party will pick up
needed to reasonably balance turnaround times. Check
llttr._iwsps.w_I iz)v for next available review date
® Mail plans to customer 1, 2 (circle number)`
"Refers to customer number from below.
3. Complete the following designer/owner/requesting Information. utilize the check boxes when designer, owner or requesting party is the some to
avoid repeating Information.
Designer Information (Customer 1) DSPS
Other Please Specify Below (Customer 2) OSPs
First Nam l.aet Name C sIr Number
First Name Last Name Customer Number
Company Name s g
Company Name
Address -, �' '
Address
City,, �t . Yr State Zi +4 (9 dlSits)
City State Zip+4 (9 digits)
Phone Number E-mall address Cell phone
Phone Number Emmett address Cell phone.
(area code)
(area code)
Check if applicable
Check if applicable or specify relationship
El Owner
❑ l)wt1eP Other ^ specify relationship
Information and plan Submittal Checklists. To request electronic plan review complete the appropriate application forfn and e-mail it,
along with your registered SharePoint usemame to DSPSSGt'inSr,,hFduir:3'c;Uviscorsfit._v. If plans are being submitted via paper, they
will be assigned to a reviewer after receipt at a DSPS office. Submittal checklists can be found in each applicable component manual
appearing on the POWTS program page under Publications F'01V-f' ('urn.xonentta M,'-Inu�d<.
La Crosse Area DSPS
3824 Creekside !en
Hoirnen, WI 54636
608-785-9334
Fax: 608-785-9330
Email: DstL
? Sbt lan _ciie.rinl;.Lrai i_.,,
MM
I
SPS-10677 (R 4198)
Green Bay DSPS
2331 Sen Luis Place
Green Bay, W154304
920A92-5601
Fax 920-492-5604
Email' C_ps`3t 1'Iwl'S tJiilet v+mL(my
Code 7833
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ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
Owner/Buyer
Mailing Address
Property Address
City/State
AND
OWNERSHIP CERTIFICATION FORM
pie fc4L, V1, 4 - QFLIC) /C 4 PICE
o �k s-V-
(Verification required fiom Planning &
Department for new construction.
Parcel Identification Number QDT —/053 Tn t
Property Location D b '/a , I V 1 '/a , Sec. wo< , T mL& N R�S W, Town of
Subdivision , Lot #
Certified Survey Map # I d$ ,Volume o�-� ,Page
VVarianty Deed
Spec house yes no
Voltune
Lot lines identifiable
S�S7CIEIYI I�AII�IT1E1�1AI�C� !�1`�iD OWNI+JI[� C�RTII+'ICATION
Page #
Improper use and maintenance of your septic system could result in its premature failure to halidle wastes. Proper
maintenance consists of pumping out the septic tank every three years or sooner, i£ 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. Owner maintenance
responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to 5t. Croix County Planning &Zoning Department a certification form, signed by the
ite
owner and by a master plumber, journeyman plumber, reshicted plumber or a licensed pumper verifying that (1) the on-s
wastewater disposal 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 Resowces, State of Wisconsin.
Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning &
Zoning Department within 30 days pf the three year expiration date.
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
property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
Number of bQ,drooms =3
SIGNATURE OF APPLICANTS)
DATE
***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning &Zoning Department. ***
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed.
(IthV. 08/05)
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II IIIII IIUIVIVIN@I9111
State Bar of Wisconsin Form 1-2003
WARRANTY DEED
Document Number � Document Name
THIS DEED, made between Bradley J. Sonnentae and Lacey M. Sonnentag,
husband and wife
("Grantor," whether one or more), ''
and _Cole E. Plahn and Brooke M. Plahn, husband and wife as survivorship marital
property
("Grantee," whether one or more),
Grantor, for a valuable consideration, conveys to grantee the following described real
estate, together with the rents, profits, fixtures and other appurtenant interests, in St.
Croix County, State of Wisconsin ("Property") (if more space is needed, please attach
addendum):
See Attached Legal
BETH PABST
REGISTER OF DEEDS
ST. CROIX CO., WI
09/08/2017 11:24 AM
EXEMPT#:
REC FEE: 30.00
TRANS FEE: 414.00
PAGES: 2
Recording Area
Name and Retum Address
WESTconsin Title Services
533 S. Broadway
Menomonie WI 54751
004-1055-00-000
Pazcel Identification Number
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:
Easements, encumbrances and restrictions of record.
AUTHENTICATION
Signatures)
authenticated on
TITLE: MEMBER STATE BAR OF WISCONSIN
(If not,
authorized by Wis.Stat § 706.06)
THIS INSTRUMENT DRAFTED BY:
Tony R. Schrader, Attorney
(715) 235-3403 File No. OR-17-10264
ACKNOWLEDGMENT
-}c ;STATE OF WISCONSIN
•_�`= COUNTY OF .-.
�.��� Personally came before me on Q '� iJy � l 1
the above -named Bradley J. Sonnentag and Lacey M.
Sonnenta� to me known to be the persons) who executed the
foregoing instrument and acknowledged the same.
Notary Public, State of Wisconsin
My Commission (is permanent) (expires:
(Signatures may be authenticated or acknowledged. Both are aot necessary.)
NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED.
WARRANTY DEED p2003 STATE BAR OF WISCONSIN FORM NO.1-2003
*Type name below signatures.
E>t
St. Croix County 1053711 Page 1 of 2
Lot One (1) of Certified Survey Map recorded in Volume 28 Certified Survey Maps, Page 6351, as Document No.
1048460;
Located in part of the Southeast Quarter (SE '/4) of the Northeast Quarter (NE '/4) of Section Twenty-four (24),
Township Twenty-eight (28) North, Range Fifteen (15) West, Town of Cady, St. Croix County, Wisconsin.
AND
The Southeast Quarter (SE'/4) of the Northeast Quarter (NE 1/4) of Section Twenty-four (24), Township Twenty-
eight (28) North, Range Fifteen (15) West, Town of Cady, St. Croix County, Wisconsin;
EXCEPT Lot One (1) of Certified Survey Map recorded in Volume 28 Certified Survey Maps, Page 6351, as
Document No. 1048460.
St. Croix County 1053711 Page 2 of 2
CERTIFIED SURVEY MAP
PART OF THE SOUTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 28
NORTH, RANGE 15 WEST, TOWN OF CADY,
ST. CROIX COUNTY, WISCONSIN.
1048460
BETH PABST
REGISTER OF DEEDS
T. CROIX CO., WI
RECEIVED FOR RECORD
05/31/2017 9:40 AM
CERTIFIED SURVEY MAP
VOLUME: 28
PAGE: 6351
REC FEE: 30.00
PAGES: 2
Northeast Corner
PREPARED FOR: Section 24-28-15
Bradley J. Sonnentag Aluminum Cap
S1171 Highland Springs Dr. N
Spring Valley, WI 01 ,
UNPLATTED o i w
LANDS 0 I m
1
75' setback line N89'25'50"E 440.00' 0 I N
from pond centerline
407.00'
33.00' f
L 0 N 0 I UNPLATTED
la 0 ( rn LANDS
�0 ----
o 0 C� 0
0 ra 127,593 sq.ft. 0 0iA
UNPLATTED 0 2.929 acres �M rr I 0)
LANDS 0 o incl. r—o-w 118,023 sq.ft. I
2.709 acres N I LOT i
excl. r—o—w �o o CSM #4260
0 0 0-------
407.00' 33.00' I i
IW
S89'25150"W 440,00' coo
N 1 f 1 0
UNPLATTED 510 I� UNPLATTED
LANDS 0 N LANDS
riI I CD
Each parcel on this map is subject to State and County �T i (°
laws, rules and regulations(i.e. wetlands, minimum lot size, la
access to parcels, etc.). Before purchasing or developing East 1/4 Corner
any parcel, contact the St. Croix County Zoning Office and Section 24-28-15
Town Board for advice. Aluminum Cap
DRAFTED BY:
Joel A. Brandt
JB SURVEYING LLC ��$ NsZ
Am
* ' MiANOT '•.
SCALE: 1" = 120` a
OIAMMOOiD CITY, i
� 0' 120' 240'
North is referenced to
East Line of the Northeast
Quarter of Section 24-28-15,
which bears S00°01'00"E
(St. Croix County Grid System)
.........Found Government Corner r�\
o..,'.."..Set 3/4" x 18" Iron Rebar
weighing 1.502 lbs./lineal foot
Sheet 1 of 2 Sheets
St. Croix County 1048460 Page 1 of 2
CERTIVIEI)
SURVEY MAP
PART OF THE SOUTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 28
NORTH, RANGE 15 WEST, TOWN OF CADY,
ST, CROIX COUNTY, WISCONSIN.
DESCRIPTION
A parcel of land located in part of the Southeast Quarter of the Northeast Quarter of
Section 24, Township 28 North, Range 15 West, Town of Cady, St. Croix County, Wisconsin;
more particularly described as follows:
Commencing at the Northeast Corner of said Section 24; thence S00°01'00"E, along the East
line of the Northeast Quarter of said Section, a distance of 1531.64 feet, to the point of
beginning;
thence continuing S00°01'00"E, along said East line a distance of 290.00 feet; thence
S89025'50"W, a distance of 440.00 feet; thence N00°01'00"W, a distance of 290.00 feet;
thence N89°25'50"E, a distance of 440.00 feet to the point of beginning. The described
parcel contains 127,593 square feet, (2.929 acres), and is subject to easements of record.
SURVEYOR'S CERTIFICATE
I, Joel A. Brandt, Professional Land Surveyor, hereby certify: That I have Surveyed, Divided,
and Mapped the above described parcel of land in compliance with the provisions of Chapter
236.34 of the Wisconsin State Statutes, along with the provisions of St. Croix County and
the Town of Cady, and in compliance with Chapter AE-7 of the Wisconsin Administrative
Code "Minimum Standards for Property Surveys" in surveying, dividing and mapping the same.
That such map is a correct representation of the exterior boundaries of the land surveyed
and the subdivision thereof made, and was done by the direction of Bradley J. Sonnentag
Joel A. Brandt, P.L.S. 5-2603
JB SURVEYING LLC
Dated: May 30, 2017
* ; J0 a
BAMIDT
s�oo
tie MM mist'
S
MAY 3 1 7p17
St. Croix County
Community Dsyebprnront
CERTIFICATE OF COUNTY TREASURER
STATE OF WISCONSIN I
COUNTY OF ST, CROIX ) SS
I, C)iWise. Ar}derson. the duly elected, qualified and acting
treasurer of the county of St. Croix, do hereby certify that the records in my office show
no unredeemed tax sales and no unpaid taxes or special assessments as
of MM311 o"toll affecting the lands of this Certified Survey Map.
�14c�3i, aotl
Date
Sheet 2 of 2 Sheets
a8-rp35i
St. Croix County 10484ti0 Page 2 of 2
WsconsinDepartment ofCommCEIVED SOIL�EVALUATION REPORT
Division of Safety and Buildings
MAY 1nac "pce with Comm 85, Wis. Adm. Code
County
Attach complete site plan on ppa�pper not less than 81/2 x 11 inches in size. Plan must
include, but not limited to: vel$dalG rROKMIN eWence point (BM), direction and Parcel I.D. ((��
percent slope, scale orj0MMljNff4ftbf kffsLfiV&4D- Th and distance to nearest road.
Please print all information. Review by
Personal information you provide may be used for secondary purposes (Privacy Law, a. 15.04 (1) (m)).
Property Owner I Property Location
Brad Sonnentag
Govt. Lot
Property Owner's Mailing Address ' Lot #
30839 50th Ave
Boyd I WI i 54726 t f 7�15-313-3640
SE
1/4 NI" 1/4 S
Page of
St Croix
O
/C S5 • f'� /
Date
S//4o /
T 28 N R 15 E (or)®
Block # Subd. Name or CSM# r- C
NA NA Yid I
:]Village ■ Town Nearest Road
AX 330 th St
IJ New Construction Use Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement ri Public or commercial - Describe:
Parent material loess Flood Plain elevation if applicable �lA ft.
General comments
and recommendations:
1❑ Boring # � Boring
Pit Ground surface elev. 98.7 ft. Depth to limiting factor 24 in.
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu, Sz, Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDlfF
*Eff#1
*Eff#2
1
0-6
10yr3/2
sil
2mbk
mfr
cs
lvf
0.6
0.8
2
6-24
7.5 r4/4
sil
2mbk
mfr
cs
0.6
0.8
3
24-33
7.5yr4/4
c2p5yr5/8
sil
2mbk
mfr
cs
0.6
0.8
2 Boring # � Boring 98.70 24
0 Pit Ground surface elev. ft. Depth to limiting factor in.
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDlfg
*Eff#1 *Eff#2
1
0-7
10yr3/2
sil
2mbk
mfr
cs
lvf
0.6
0.8
2
7-24
7.5yr4/4
sil
2mbk
nfr
cs
0.6
0.8
3
24-30
7.5yr4/4
c2p5yr5/8
sil
2mbk
mfr
cs
0.6
0.8
* 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) re CST Number
Timoth C Muska 227549
Address Date Evaluation Conducted Telephone Number
27980 155th Ave Cadott , WI 54727 4-6-17 (715)289-3642
IHF,'-6_21Ltl- Ii>:4t.i FPOMQC�ES�LE\T i" E`r, HTo; LI yc
c
T . 7157cJ.015 P. i
f'ropsriy Owner,.,.- _
Boring
ParesliD #
8anng # Cp 97.40
fmJ Gi
Pit, mnsurfa else. ffi.
Clepf11 I-V PenlUng factor. 23 irk.
p'ags of
Horzon
Dogth
in.
Dominant Color
Munsell
f sdoXDsscriptian
Qu. Sz, Cont. Color
Texture
Gr. Sz. Sh.
onsuietice.
Boundary
, Pws
: GFi7Ntx'
`Eff#1 `Eff#2
►
0-6
IOyr3/2
sit
2mbk
mfT
cs
lvf
0,6
048
2''=3
sit
2mbk
mfr
cs
0.6
0.8
3
23-34
7.Syr4/4
c2p5r5/8
sit
2mbk
mfr
0.6
0.8
( ►Goring #
Boring
Pit Ground surface elev.
fi.
Depth to ilmiting factor in.
Snit Annliralfnn Rafp
Horizon
Horizon
Depth
in.
Dominant Color
Munsell
Redox gescdption
out $z. Can Color
Texture
Structure
Gr, Sz. Sh.
Consistence
Boundary
Roots
GP He
'Eff#1 `Eff#2
Q .5orirngsri Btritrg
Pif
Ground surface elev. fl. Depth to limiting factor in, r-
I .Cnll Annlfrsfinn Rufn
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr, Sz. Sh.
Consistence
Boundary
Roots
GpDNF
`Eff#1
'Efffl2
` Effluent #1 = BODS � 30 < 220 mgN, and TS5 >30 � 150 mg/l. ' Effluent #2 -- BADS < 30 mgll and TSS < 30 mgt.
The T-rcf�,rtrnent vP G,c�mmerve is stnu{uttl c+pPoeturuty �hervi�e pnpvr�ler nn�i emfst��er. I f wotf ne�tl au�is�mnuc to ttccc �s scr��i� r�r
r;cz.�l m�tterial itt un shc,rnate ic�rmzit, please tXsnL?�K the elcp,irtrrrcrst it tiii8-26fi-"l;�i ter"1`l�b' :t3C�R <h�i-Ri'72.
SaibBAOTat (R 07R1V)
lIAR-+6-e2017 k,15:33A FROM: CRESCENT PLVG HTG LL 715 858 39e42 T11:71S72311MOP
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EftTuent>ra� � 9f713s > 1,3: 22a mgA. and,T39 �30 < 15D myt. ` t:fihxn(82' � 60D, � 3D rngA�. 2ndTSS � �O mgll.
P.2
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The Department of Commerce Is an aqua) opportunity service provider and employer. ifyou need assistance to accesssrm•rccs ar
need materiel in an alternate format; please contact the department at 608.266-3151 or TfY 608-264.8777.
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CERTIFIED SURVEY MAP
PART OF THE SOUTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 28
NORTH, RANGE 15 WEST, TOWN:OF CADY,
ST, CROIX COUNTY, WISCONSIN.
PREPARED FOR:
Bradley J. Sonnentac
51171 Highland Springs Or.
Spring Valley, W1
i31v'PLATTED
NDS
z
o�
o
to
0
O
p
O
Northeast Corner
Section 24-28-15
P.lumsnum Cap
tif�PL_ATT;ED
LANDS
N89'25150`E 440_OU'
L
07.04'✓✓ O�
LOT ,
127,593 sc.fi.
2.929 ocr�s
cl. r—o—w
2.
5�3� ocres
J. r—o—w
4p7.O0`
S89'25'S0"TY 440.Oo'
UNPLATTED
LANDS ^
=ach parcel on th,s map is subject to State and Cou.;ty
lawsI ruses and regulationsii.e. v:etlands, mmirrum lct size
access to parcels, etc.? Before purchasing or developing
any parcel, contact the St. Croix County Zoning Office and
Town Board for advice.
DRAFTED
T
t
North is referenced tc
East Line of the idortheas`
Quarter of Section 24-28-15,
Mich bears S00°01'00"E
(St. Croix County Grid System{
fl
BY:
J�ei �. Brandt
JB SUKVEI'IN5 LLC
LEGEND
�5 S
._._.i centerline
to UNPLATTEU
o LANDS
' (ff
LOT ]
C9it p2w
i�
UNPLATTED
I
LANDS
I
J r:
East1/4 Corner
Section 2�.-28-15
Aluminum Cap
�....._...Feund Government Corner
�..... Set 3/4" r. 18" Iron Rebar
weighing 1.502 lbs./lineal foot
Sheet 1 of 2 Sheets