HomeMy WebLinkAbout26-47S5s-O073q
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ndustry Services Division
4822 Madison Yards Way
County
Bayfield
t
Madison,
Sanitary PermitNumber(to be filled in by Co.)
WI 53705
Box 7302
MAY Ol2026P.O.
Madison, WI 53707
/
q75
P P �9Sjrmit Application
S (nin
In accordance with i83. I(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit
State Transaction Number
is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to
Project Address (if different than mailing address)
the Department of Safety and Professional Services. Personal information you provide may be used for secondary
purposes in accordance with the Privacy Law, s. 15.04(1 )(m), Stats.,
9265 Wheeler Rd. Iron River WI
1. Application Information — Please Print All Information
Property Owner's Name
Parcel #
PSG Pike LLC
36848
Property Owner's Mailing Address
Property Location
2730 Northridge Dr
Govt. Lot 6
City, State
Zip Code
Phone Number
Duluth, MN
55811
218-591-3651
NW 'A NW ¼, Section 28
T47 N R08 E or 47
H. Type of Building (check all that apply)
Lot#
❑✓ I or2 Family Dwelling— NumberofBcdrooms 1 (Gnrge)
2
Subdivision Name
❑Public/Commercial — Describe Use
Block!
❑Cityof
State Owned — Describe Use
Villageof
CSM Number
#1857 Vii P61
❑✓ Town of Iron River
III. Type of POWTS Permit: (Check either "Nerd" or "Replacement" and other applicable online A. Check one box on line B. Complete line Cif
a licable.
A.
✓❑New System
❑Replacement System
❑Other Modification to Existing System (explain)
❑Additional Pretreatment Unit (explain)
B.
Holding Tank
In -Ground
!:IAAt-Grade
Mound
Individual Site Design
Other Type (explain)
(conventional)
C.
❑ Renewal Before
❑ Revision
Change of Plumber
Dfransfer to New Owner
List Previous Permit Number and Date Issued
Expiration
NA
IV.
DispersaVTreatment Area and Tank Information:
Design Flow (gpd)
Design Soil Application Rate(gpd/st)
Dispersal Area Required (st)
Dispersal Area Proposed (sf)
System Elevation
150
0.7 '
214
250
95.5
Capacity in
Total
# of
Manufacturer
Tank Information
Gallons
Gallons
Units
`
0 v
V
New Tanta
Existing Tanks
&
-y
a` U
in
SepticorHolding Tank
320
320
1
Wieser
✓
Dosing Chamber
I
C
C
V. Responsibility Statement- I, the undersigned, assume responsibil' or instaljition of the POWTS shown on the attached plans.
Plumber's Name (Print) I Plumber's Si T�+.y__.s-^—
MP/MPRS Number
Business Phone Number
Jason Kuettel �%``���
675751
715-798-3355
Plumber's Address (Street, City, Sate, Zip Code)
PO Box 66 Cable, WI 54821
VI. County/Department Use Only
pproved
❑ Disapproved
❑ Owapprov
Reason for Denial
Permit Fee
_
Date Issued
IrItSL
Issuing A
Agent
t�
Signature
NOV
en
g
Conditions of ApprovaVReasons for Disapproval
n/
,o wu,pnae pmns For me srem ano submit ro n¢ County only on paper not Irss than 8 ]a a II inches in sue
SBD-6398 (R. 02/22)
'. co11o?
:CV0 D ED
wtsconsin Department of Safty�andQflssidn
keS
Attach complete site plan on pipek not less than 8'/z X 11
Soil Evaluation Repo�®IL TEST ##3'
J(O
In accordance with SPS 385 , WIs.Adm Code
inches in size
Page: 1 2L6
tay ii
Plan must incl ,p Ji as cal and horizontal reference
point (BM), direction and percent slope, scale or dimensions, north arrow,
location and distance to nearest road.
Please Print All Information
Personal information you provide may be used for secondary purposes.
(privacy Law,s.15.04(1)(m)).
County:
Bavfleld
Parcel I.D.
36848
Flevif d q ,ill
� e:i/ j`og —s
Property Owner:
PSG Pike LLC
Property Location
S28,T47N,R08W
Property Owners Mailing Address:
2730 Northridge Dr
Site Address or CSM and Lot #
9265 Wheeler Road
City
Duluth
State I Zip Code
MN I 55811
Phone Number:
" 0
Town
Iron River
Nearest Road:
Wheeler Road
Number of Bedrooms: 1
J New P Residential Code derived design flow rate: 1150
Flood Plain if applicable
r Replacement r"` Public or Commercial - Describe:
Parent Material: Till Flood Plain if Applicable: 0
General Comments & Recommendations:
System Elevation: 95.5 Load Rate: O_7 Elevation Range_- 94.06 To 9643
. Ground surface Elev: Depth to Limiting Factor:
Boring #1 r Borl� Fit
99.12 Ft. 100 in. Elev. 90.79 ft
Soil Application Rate:
Horizon
Depth in.
Domm.Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr.Sz.Sh.
Consistence
Boundary
Roots
GPD/ft2
*Eff#1
Eff#2
1
0-10
7.5YR2.5/1
N/A
SL
2MSBK
MFR
CS
2CO
0.6
1.0
2
10-24
7.5YR4/6
N/A
LS
0SG
ML
CS
2M
0_7
9_0
3
24-100
7.5YR4/4
N/A
CBMS
0SG
ML
N/A
IF
0,^7
1.0
4
5
H3 = > 35% 3-6 inch Rock
6
7
Boring # 2 1- Bor. �. pk Ground surface Elev: Depth to Limiting Factor:
r 100.23 Ft. 110 In. Elev. 91.06 ft
Soil Application Rate:
Horizon
Depth in.
Domm.Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr.Sz.Sh.
Consistence
Boundary
Roots
GPD/ft2
*Eff#1
Eff#2
1
0-8
7.5YR2.5/1
N/A
SL
2MSBK
MFR
CS
2CO
0.6
1.0
2
8-20
7.5YR4/6
N/A
LS
0SG
ML
CS
2M
0.7
1.0
3
20-110
7.5YR4/4
N/A
CBMS
0SG
ML
N/A
IF
0.7
1.0
4
5
H3 = > 35% 3-6 inch Rock
6
7
*Effluent #1= BOD 5>30 < 2 20 mg/1 and < 150mg/!
*Effluent #2= BOD 5< 30 mg/! and TSS
< 30 mg/!
CST Name (Please Print)
Mark S. Thompson
SI
CST Number:
t7 83 Q ".O
Address: 12006 N US Hwy 63
Hayward, WI 54843
ted:
D I =Tuesday,
ebruary 17, 2026
Telephone Number
715/699-4081
SBD-8330 (R04/21)
Property Owner. PSG Pike LLC Parcel I.D. 36848 Page: 2 of 6
Boring # 3
I Borry Pit Ground surface Elev: Depth to Limiting Factor:
98.6 Ft. 115 in. Elev. 89.02 ft
Soil App. Rate
Horizon
Depth in.
Domm.Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr.Sz.Sh.
Consistence
Boundary
Roots
GPD/ft2
*Eff#1
Eff#2
1
0-12
7.5YR2.5/1
N/A
SL
2MSBK
MFR
CS
2C0
0.6
1.0
2
12-26
7.5YR4/6
N/A
LS
0SG
ML
CS
2M
0.7
1.0
3
26-115
7.5YR4/4
N/A
CBMS
0SG
ML
N/A
IF
0.7
1.0
4
5
H3 = > 35% 3-6 inch Rock
6
7
Boring # 4
Ground surface Elev: Depth to Limiting Factor:
r BorP' Pit t
0 Ft. 0 In.
Soil App. Rate
Horizon
Depth in.
Domm.Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr.Sz.Sh.
Consistence
Boundary
Roots
GPD/ft2
*Eff#1
Eff#2
1
2
3
4
5
6
7
Boring # 5
g
ror Bry Pit Ground surface Elev: Depth to Limiting Factor:
0 Ft. 0 In.
Soil App. Rate
Horizon
Depth in.
Domm.Coior
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr.Sz.Sh.
Consistence
Boundary
Roots
GPD/ft2
*Eff#1
Eff#2
1
2
3
4
5
6
7
Boring # 6
r• Br Pit Ground surface Elev: Depth to Limiting Factor:
or
0 Ft. 0 In.
Soil App. Rate
Horizon
Depth in.
Domm.Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr.Sz.Sh.
Consistence
Boundary
Roots
GPD/ft2
*Eff#1
Eff#2
1
2
3
4
5
6
7
*Effluent #1= BOD 5>30< 2 20 mg/l and TSS>30 < 150mg/i *Effluent #2= BOD 5< 30 mg/l and TSS < 3 hWb-E1VED
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 608-271J 7 2026
SBD-W30(RA7roo) Bayfield Co.
Planning and Zoning Agency
Soil Profile Sheet Page: 3016
Owner: PSG Pike LLC Solt Tester: Mark S. Thompson
System Elevation: 95.5 Load Rate: 0.7 System Elevation: 94.06 To 96.43
101
B2
101
B1
101
BB
100
- 100.23
100
100
System
99
------------
--------------- 0.2
99
---------------
---------------
99.12
99
-------------- Elevation
-------------
--------------
98
------------- QZ
98
-------------
98
--------------
97
---------------
97
--------------- 9Z.12
97
---------------
--------------
---------------
--------------- QZ
95
------��--
95
--------------
95
94
---------------94L09
94
---------------
94
---------------
--------------
93.79
93
-------_---__
93
93
---
92
---------------
92
---------------
±.
92
--------------- $2.02
91
--------------
-------------- 91.06
91
-------
---------
91
---------
--------------- LE
---------------
90.79
---------------
90
---------------
90
---------------
L.E.
90
---------------
89
-------------
---------------
89
--------------
--------------
89
---- -----
--------------- 89.02
--------
---------------
LE.
88
---------------
88
-------------
88
87
--------------
87
---------------
87
---------------
86
------------
86
---------------
86
85
---------------
85
---------------
85
--------------
84
---------------
84
---------------
84
83
-------------
--------------
83
---------------
---------------
83
------------
82
--------------
82
---------------
82
---------------
81
-------------
81
---------------
81
80
---------------
80
---------------
80
---------------
79
-------------
79
--------------
79
--------------
�a /
RE CE 1 `/ ED
------
---------------
MAY •072026
Bayfield Co.
Planning ar Zoning Agency
Owner Information:
Name: PSG Pike LLC
Location: S26 T47N ROBW
Township: Iron River
County: flayfletxl
Address: 9265 Wheeler Rnid
9
S
R
fl
G
0
o
in
4
V= 40Only in Tested Area
+IM
LA
Writ
a
BM=100: Ton of concrete pad on the SE corner ofgaraee
ip
FN:9265 1 T
o
iii
B1= 9912
B2= 100,2$
B3= aB.B
Lake= 0
•
P-_0EIVED PAGE 1 OF 4
.;rU / 2026 In -Ground Gravity Plan
Bayfield Co. Index & Cover Sheet
Planning and Zoning Agency
Component Manual Design References:
In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027)
Pg 1 of 4 Index & Cover Sheet
Pg 2 of 4 Plot Plan
Pg 3 of 4 Dispersal Area Cross -Section & Plan View
Pg 4 of 4 Management Plan
Attachments: Enclosures:
POWTS Application for Review
Soil Evaluation Report & Site Map
Project Name / Description
PSG Pike Garaae
Owner Name(s): PSG Pike Garage Phone: 218 -591 -3651
Owner Address: 2730 Northridge Dr. Duluth, MN Zip: 55811
Project Address: 9265 Wheeler Rd. Iron River, WI
Govt. Lot: 6 NW 1/4 of NW 1/4, Section 28 _,T47 N -R 08 E ❑ or W ❑✓
Township: Iron River County: Bayfield
Project Parcel ID #: 36848
Designer Information
Designer Name: Jason Kuettel
Designer Address: PO Box 66 Cable, WI
E-mail: tim@andryras.com
License Number: 675751
Remarks:
Phone: 715 -798 -3355
Zip: 54821
I his space reserved for approval stamp.
Signature: Date: s4 /r
Original ' n ure required on each submitted copy.
Qwner_InMMrmatlnn;
Noma:
plQ ikei.L&
Location:
$28 T42t R08W
Township:
RonMbte1
County:
Bay
Address:
9265WheelerRoatl
BM -100: L2n rsonsrtnatl ontEt;nfner of ¢araee
E
FN: 9265
/
L
81 a aa12 �
3
1.J
B2= 1O0.2.3 m
y
Ra
83 - $$§ m �SSi
Lake=
--G
C
n
0 �•
M
o
►'R
wtGCM 7tc w% 0&eNc. PiLTi—
Q, 2S' ez- f c_.ow
1"= 40' Onlyin TestedArea
„e \
N
u,•E�P �s� S
IN -GROUND GRAVITY DISPERSAL AREA
Uniform Elevation Trenches with EZ1203HP Bundles
3 -ft Trench (down -sizing credit)
Septic Tank(s) Manufacturer.
Wieser
Septic Tank(s) Volume(s):
320 gal gal gal gal
Effluent Filter Manufacturer.
Geoteztile I min. 12" Effluent Filter Model #: FT -0822 ? —z
Cover I (typical)
SOIL COVER �— ()
TYPICAL TRENCH o rra
min. trench '; CROSS SECTION VIEW. �, N
(typical) L_ — —
rn
depth (No Scale) OBSERVATION PIPE DETA� rn a
/T� 'p'•• (No Scale)
System Elevation = X5.5 ft. St P y,pe) -.;. Finshad Grade
(typical) Provide minimum 3 ft (metched & seeded)
separation between trenches. 4"O PVC Pipe '.` jam• Topsoil Cover
Top of pipe to teeminate <'•� (min. 1 fool)
at or above finished grade .
TYPICAL TRENCH (Show location of inlet / outlet pipe connection on plan view.)
PLAN VIEW
4e 0 Observation pipe shall be installed
(No Scale) Perforated Lateral
(typical)
--------- -----0f-------
B= 20 ft
(typical)
INSTALL PER TRENCH:
2 10 -ft bundles @ 50 ft= EISA/unit = 100 ft2
+ 1 5 -ft bundles @ 25 ftz EISA/unit = 25 ft'
(4)1/4"-1/3" X 6 Slots
apart
Anchoring Device
A=3.0 ft
(typical)
I Bundle
(typical)
(mfd by Infiltrator Systems, Inc.)
Install pursuant to manufacturer's instructions.
= Proposed EISA per trench = 125 ft2 Required Infiltration Area = 214 ft2
x 2 trenches = Proposed Total EISA = 250 ft2
Infiltration
Surface
Distribution Method:
branched manifold
-D
m
W
O
m
a
RECEIVED
MAYU/1026 7 20'6 PAGE 4 OF 4
ppJ�ayM a�ayqfie�ldCo. In -ground Gravity Management Plan
1Mt'6�2TANT ng Agency
The owner of this in -ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to
requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall
be considered a human health hazard if not maintained in accordance with this approved management plan.
Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in
accordance with SPS 383.52 (3), Wisc. Admin. Code.
Maximum Dispersal Area Operating Limits:
Design Flow =
150
gpd; BOD5 ≤ 220 mgL-'; TSS ≤ 150 mgL-'; FOG 5 30 mgL-'
Inspection Checklist INSPECT EVERY 3 YEARS
o type of use
o age of system
o nuisance factors (i.e. odors, user complaints, etc.)
o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.)
o material fatigue (i.e., leaks, breaks, corrosion, etc.)
o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes)
o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.)
o extent of ponding in distribution cell prior to dosing
o dosing irregularities - if applicable (i.e., pump re -cycling, float switch settings, etc.)
o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.)
o distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification)
o surface discharge of effluent or sewage back-up into structure served
Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary)
o Septic and dose tank(sl shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis.
Stats. when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or
as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code.
o Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any
accumulated solids according to manufacturers specifications. A servicing period will always be greater than 12
months.
System maintenance reports shall be submitted to the proper local government unit in accordance with
SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to:
Name of individual or company: Andry Rasmussen & Sons
Local government unit: Bayfield Co. Zoning Phone:
Local government unit address: 117 E 5th St. Washburn, WI
Phone: 715-798-3355
715-373-6138
ZIP: 54891
Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin.
Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. Admin. Code.
No product for chemical or physical restoration of the POWTS may be used unless approved by the department in
accordance with SPS 384, Wisc. Admin. Code.
Contingency Plan
In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to
a plan submitted to the appropriate agency for review and approval. A failed in -ground dispersal component may be
abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils.
System Abandonment
If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code.
Private Sewage System Maintenance Agreement
Owner(s) Name19cTtNm r
PSvi')u�
Gr-nt
Owner(s) Mailm Address ,tU £i/ /1
Site Address SSB'(
11,26C v lkiP.,lpi cl 'T om Q: 1I
I ax lus 36Fl alp Sygq]
As owner, I (we) do hereby certify the private sewage system will be installed in
accordance with the certified soil tester's report and approved plans and specifications
on file with Bayfield County Planning and Zoning Department. The system will be
operated in such a manner as to meet the designed plans. I (we) agree to maintain said
private system at the below listed location in accordance with rules established in the WI
Adm. Code, as from time to time amended. (COMPLETE Legal Is required)
1/4 of 1/4 Section Township t4 7 N. Range ______W
Additional Legal
Description: /R3V _ t
Town of N(�d V Cz (Acreage) A mil.61? Gov't Lot
Lot a Block________Subdivision
?Vol.tSubdivision
Lot 01 CSM # 11" /� Page L. CSM Doc # z2 C}' g(-103
DOCUMENT NUMBER
2026R-612071
DANIEL J. HEFFNER
REGISTER OF DEEDS
BAYFIELD COUNTY. WI
RECORDED
05/08/2026 AT 8:00 AM
RECORDING FEE: $30.00
PAGES: 1
Area
Return To: 11
Planning and ZoningRR'DZp�ftlltBhVED
MAY 112026
P"nnn and
�' In -ground gravity ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System:
❑ Mound ❑ At -grade Sewage System ❑ Other
Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of
installation and at least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make
such inspection, the tank is found to have less than one-third (1/3) of the volume occupied by sludge and scum.
Pump Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided
above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components.
Septic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance
with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 363.55, Wis. Admin. Code.
Private Sewaoa System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified
septage servicing operator, POWfS inspector, or licensed master plumber within three (3) years of the date of installation and at least once every three
(3) years thereafter to determine whether wastewater or effluent from the system is ponding on the ground surface.
Mounds. At -credo. and !n -around Pressure System L aterals (system types C, D and E): The laterals shall be flushed nut ?nd swabbed if needed when
the wastewater distribution cell component is inspected as provided above.
Owner(s) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfield County for
inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any
human health hazard caused by the system. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days
from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges
may be placed on the tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided by law.
The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property.
Owner(s) Name(s) — Please Print
Subscribed and sworn to before me on this date:
��hn I o Ct WIL
r 2t�
Notarized Owner(s)— gn (s
Publlc
ommission Expires:
G Jar
Drafted by: "7Cn.. «K Date: ° SAVANNA ROSE OLIVER
+ " Notary Public
Minnesota wr3
My Commission EExpiresJan, 31, 2030
Proofed by:
2020
],3MF1ELD Bayfield County
Planning & Zoning Department
117 E 5th Street
P.O. Box 58
Washburn, WI 54891
Phone: 715-373-6138
Fax: 715-373-0114
Property Owner:
PSG PIKE LLC,
2730 NORTHRIDGE DR
DULUTH, MN 55811
Description
Certified Soil. Tests - Review & Filing Fee
Submission Number:
SR -00408
Transaction Number:
SR -00408-4547A
Amount
$50.00
Total: $50.00
Payment Amount: $50.00
Reference: 15031
Paid by: Andry Rasmussen & Sons, PO Box 66, Cable WI 54821
Payment Type: Check
Transaction Date: 5/18/2026
Receipt of payment does not guarantee eligibility of
permit and is not proof of issuance of a permit.
J3.-YFIELD Bayfield County
Planning & Zoning Department
117 E 5th Street
P.O. Box 58
Washburn, WI 54891
Phone: 715-373-6138
Fax: 715-373-0114
Property Owner: Submission Number:
PSG PIKE LLC, SS -00739
2730 NORTHRIDGE DR
DULUTH, MN 55811 Transaction Number:
SS -00739-45479
Description
Private Sewage System (Septic Tanks)
Amount
$400.00
Total: $400.00
Payment Amount:
Reference: 15031
Paid by: Andry Rasmussen & Sons, PO Box 66, Cable WI 54821
Payment Type: Check
Transaction Date: 5/18/2026
$400.00
Receipt of payment does not guarantee eligibility of
permit and is not proof of issuance of a permit.
BAYFIELD COUNTY
SANITARY PERMIT (#04)-26-47S
STATE SANITARY PERMIT
OWNER: PSG PIKE LLC
GOVT LOT: 6 LOT: 2 BLK:
NW 1/4 NW 1/4 SEC: 28, T 47 N, R 8 W
TOWNSHIP: Iron River
SOIL TEST: 39-26
NEW SYSTEM
SYSTEM TYPE: Non -Pressurized In -Ground
PLUMBER: JASON KUETTEL
EMILY MACGILLIVRAY DATE: 5/18/2026
Authorized Issuing Officer
CHAPTER 145.135(2) WISCONSIN STATUTES
a. The purpose of the sanitary permit is to allow installation of the
private sewage system described in the permit.
b. The approval of the sanitary permit is based on regulations In force on
the date of approval.
c. The sanitary permit is valid and may be renewed for specified period.
d. Changed regulations will not impair the validity of a sanitary permit.
e. Renewal of the sanitary permit will be based on regulations In force at
the time renewal is sought, and that changed regulations may impede
renewal.
f. The sanitary permit Is transferable.
History: 1977 c. 168; 1979 c. 34,221; 1981 C. 314
Note: If you wish to renew the permit, or transfer ownership of the
permit, please contact the county authority.
PREVIOUS PERMIT #:
LICENSE: # MP 675751
Condition: Properly Maintain System Per Recorded Agreement
THIS PERMIT EXPIRES 5/18/2028
POST IN PLAIN VIEW
MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION