HomeMy WebLinkAbout25-155SV.: T .
_-VEt-r
Department of Safety
County Bayfield
NOV 17 2025 & Professional Services,
Sanitary Permit Number (to be filled in by Co.I
Industry Services Division
* Bayfiold Co. ! /1
' 't
J
��
'amµ Zoning Ag S.S'0064i�
Planning and Ly
$rate Transaction Number
Sanitary Permit Application
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit
Note: Application forms for state-owned PORTS are submitted to
Project Address (if different than mailing address)
is required prior to obtaining a sanitary permit.
the Department of Safety and Professional Services. Personal information you provide may be used for secondary
65350 COUNTY HWY H
purposes in accordance with the Privacy Law'. s 15.04(I)(m). Stars.
I.Application lnf. sr alien —Please Print AB'W., you
ParcelB 1/97 flgf3
Property Owner's Name r ENTERED
04A242-47-08-2 3 05-004-07000
DAVID E & GRETCHEN M BROUCH )
Property Owner's Mailing Address
PropertyLocation
3719 CANDEUR DR
Govt. Lot 4
28
City, State Zip Cade Phone
Number
NAPERVILLE IL 60564 7
1S_ p -7(,
- $CC°°"
T 47 N R 08 E or W
1. Type of Building (check all that apply)
Lot #
1
Subdivision Name
3
01 or 2 Family Dwxlling— Number ofBcdrooms_ -
Block 9
❑ Cityof -.
❑ Public/Commercial — Describe Use
❑ State Owned — Describe Use -.---
O Village of
CSM Number
CSM #350 V.3 P.199
0 Town of Iron River
111. Type of 1'OWTS Permit: (Cheek either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C i
a liv�ab/le.
A. Now System El Replacement System U Other Modiliration to Existing System (explain) ❑ Additional Pretreatment Unit (explain)
L
B,
0 Holding Tank
Win -Ground
❑ At -Grade
❑ Mound
0 Individual Site Design
❑ Other Type (explain)
(conventional)
C.
❑ Renewal Before0
0 Revision
Change of Plumber
❑ Transfer to New Owner
ist Previous Permit Number and Date Issued
Expiration
sntArea,and+Tank Information: .: - -
•JS?.Dls
Design Flow (gpd)
Design Soil Application Rate(gpd/sf)
I Dispersal Area Required (so
Dispersal Area Proposed (sf)
System Elevation
450
0.7
j 642.8
646.6 J_!'&89'
(gtrd5.8 daailbl reign)
Capacity in
Total
4 of
Manufacturer
Tank information
Gallons
Gallons
Units
0 3
New Tanks
Existing Tanks
c
r..1
= 2
$
a
e
8epticorHoldiagTank
1000
—
1000
1
Wieser
Dosing Chamber
V. Responslbliky Statement- 1, the' undersigned, ass ti -asp ibility for installation of the PORTS shown on the attached plans.
PI mbvr's Name Print
Plum C s 1,
t
MPi\IPRS Number
Business Phone Number
3
/_s -o
w,,
Ptthnber'ddress (Street, City, State, Zip Code)
/36C C 'lI - N S` 8
'CbutifyfDepartment Use only
Ap�ed���s0Disapproved
Permitee
Date Issued �'
IssuinC Ae Si tore
////�/�
—
i i dS
/ �✓7�
Conditions ofApproval/Reasons for Disapproval
tttach to romptete plan, for the system and submit to me County only m paper oat ,as wit o v. a ii torso in v.c
SBD-6398 (R. 03/22)
RECEI�PED
SOIL TEST # /-5
;;0
Nav os2025
Et 1 2
Wisconsin Department of Safety and Professional Services
��t Division lndustryServices
Page_Of
��/ , of Oay(�Id Co.
SOIL EVALUATIO<+ QQR "in0A9e"cY
'^ ;H// .SR -083S $ In accordance with SPS 385, Wis. Adm. Code County
Sayrield
Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include,
but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 04-024-2-47-08-28-3 05-00407000 7,c 7 78.!
Please print all Information. Rev ew
Date
'/R37/
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(l)(m)).
3
Property Owner
Property Location
❑ ✓❑
David Brouch
GovL Lot 4 ''A '/. s28
T 47 N R 08 E (or) W
Property Owner's Mailing Address
Site Address or CSM and Lot #:
3719 Candeur Dr
65350 County Hwy H
City I
State
I Zip Code
I Phone Number
❑ City ❑ Village 117 Town
I
Nearest Road
Naperville I
IL
160564
630276622/
Iron River
I
County Hwy H
Q NewConslruction Use: ❑E Residential/Numberofbedrooms 3 Code derived designflow rate 450 GPO
fl Replacement ❑ Public or commercial —Describe: Flood Plan elevation it applicable ft.
Parent material Sandy and Gravely Outwash
General comments and recommendations: Rocky soils. Less then 60% rock. Suitable for conventional system gravity flow
DII Boring# OBoring
Pit
90.6
Ground surface elev.ft. Depth to limiting factor in. / elev._ft.
I Soil AoDlication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Ou. Az. Cont. Color
Texture
Structure
Cr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft'
•Eff#1
•Eff#2
A
0-6
SYR 312
LS
OSG-VF
mfr
AS
3f
0.7
1.6
B
6-36
SYR 4/4
S
OSG-VF
dsh
AS
3f
0.7
1.6
C
36-56
SYR 6/4
S
O -SG -VF
dsh
AS
-
0.7
1.6
D
56-104
7.5YR8/4
S
O -SG -VF
ds
-
-
0.7
1.6
2] Boring#
❑Boring 99.4 —
QPit Ground surface elev.ft. Depth to limiting factor in. / elev.ft.
Soil Anolicellon Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Ou. Az. Cont. Color
Texture
Structure
Cr. Sz. Sh.
Consistence
Boundary
Roots
GPD/FI'
•EB#1
•Elf#2
A
0-8
5YR 3/2
LS
O -SG -VF
mfr
AS
1f
0.7
1.6
B
8-38
5YR 4/4
S
O -SG -VF
dsh
AS
-
0.7
1.6
C
38-57
5YR 6/4
$
0 -SG -VF
dsh
AS
-
0.7
1.6
D
57-102
7.5YR
S
0 -SG -'/F
ds
-
-
0.7
1.6
CST Name (Please Print)
Signature
—7 l-f
CST Number
Tim Dykstra
l
1213855
Address
Date Evaluation Conducted
Telephone Number
10620 Eagle Lake Rd Iron River WI
/0/3o/ar
715-209-5748
Effluent #1 = BOD > 30 5 220 mg/L and TSS > 305 150 mg/L • Effluent #2 = BOD, 530 mg/L and TSS s 30 mg/L
SBD-8330 (RO4/21)
Page 2 of 2
❑Boring
Boring # Pit Ground surface elev. ft. 91 Deptto limiting factor _ in./ elev.ft,
planning and Zoning Agency
Soil Application Rate
I Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munselt Ou. Az. Cont. Color Cr. Sz. Sh. •Eff#1 'Eff#2
A 0-7 SYR 3/2 LS O -SG -VF mfr AS 3f -1m 0.7 1.6
B 7-37 5YR 4/4 S 0 -SG -VF dsh AS 3f 0.7 1.6
C 37-56 5YR 6/4 S 0 -SG -VF dsh AS - 0.7 1.6
D 56-104 7.5YR 8/4 S 0 -SG -VF ds - - 0.7 1.6
❑ Bodng # ❑ Boring
❑ Pit
Ground surface elev. ft. Depth to limiting factor in. / elev.It.
Soil Annliralion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Ou. Az. Cont. Color Cr. Sz. Sh. •Eff#1 •EH#2
❑ Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev.ft.
Snit Annlil ration Rama I
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Ou. Az. Cont. Color Cr. Sz. Sh. •Eff#1 'Ef#2
• Effluent #1 = SOD > 30 5 220 mg/L and TSS > 30 Si 50 mg(L • Effluent #2 = BOD, s30 mglL and TSS s 30 mglL
6S31c ce...E7NNyti
ca: 148>
l'y Actt
Ivv-10
yt,C>, I\vtvir Li. SYa'YJ
CST I.,132`rC
/
/
/11 �- —
i�uslcty Bay Luke
Jw
L— .'
fr-
Page 1 of 7
Pad?6
Co.
P1 inning and Z
ing
[n -Ground of sorption for POWTSComponent
Version 2.1 (May 2022-2027)
Manual Used
3
Number of Bedrooms
20
Percent Slope (%)
102
Depth to Soil Limiting Factor (in.)
0.7
In Situ soil application rate
300
Estimated Wastewater Flow (gpd)
450
Design Wastewater Flow (gpd)
2
Number of System Elevations
91
Proposed System Elevation #1
89
Proposed System Elevation #2
Proposed System Elevation #3
93
Original Grade #1
93
Finished Grade #1
91
Original Grade #2
91
Finished Grade #2
Original Grade #3
Finished Grade #3
Wieser 1000
Septic Tank
Polylok PL -525
Effluent Filter
Infiltrator Quick4 Plus Standard
Chamber Type
12
Height of Chamber (in.)
20
sq.ft. per chamber(ESIA)
3.3
sq.ft. per end cap (EISA)
4
laying length of chamber(ft.)
1.5
length of endcap(ft.)
34
Chamber width(in.)
2
Rows of Chambers
4
Distance Between Cells (ft.)
16
Number of chambers in first row
16
Number of chambers in second row
Number of chambers in third row
32
Proposed Number of Chambers Used
642.9
Minimum Distribution Cell Area Required (sq.ft.)
646.6
Distribution Cell Area Proposed (sq.ft.)
W
Ager y
Page 2 of 7
6 S 3 c ce.:..Fr Ht -y N
% Row" k'x S"W/r-vi7
T-m d(' z. -o. asecr-
1 tc 9a: Igsc3
r.&:.y Ate t ) -re-c I,Ls
IOSG f^as� �d
rr '- iy.tr Wl `SYS92
CST* jacj'�
!C/3O/2 C
Two rows of 16 Infiltrator Quick 4 Standard chambers
Scale 1:50
* Bench Mark = Nail in oak
Elev = 100.0'
Brouch (3 bedroom)
Gravity In -Ground Plot Plan
l
i K)
1 /
A)
NOTES:
- Property lines not shown > 50' from system area
- All vent, observation & conveyance pipes
4" ASTM D1785 or code equivalent
Page 3 O
RECEIVED
17 2025
Cross Section of a Two Cell In Ground Component
Using Leaching Chambers
Observation/VentbserPipes
3.00 Finished Grade - ------ -_ - C
- Finished/Gca de, _ 91.00
Zn Slope 20% Celt operation /
4t j47
.('y
3.00 Original Grade._,__ ,Y :� �iJfiginal Grade 91.00
f
2.00 Top of Chamber :___— y _4\10p of Chamber 90.00
I.00 System Elevation X14 _ , ' System Elevation 69.00
Treotrpent pnd dispersal Loge. . -j
• s
. _._ ............................. Limiting Factor
Observation/Vent pipes to be constucted and capped with approved materials for the particular use.
67 feet
n
4 feet between cells
n
67 feet
Observation I Vent Pipes to be located at the ends of the distribution cells.
≥Id Co.
Page 4 of 7
4" CAST-
INLET I
v`
c
N m
OR EXCEED ASTM C-1227
WLP1 OOO
TANK SPECIFICATIONS
DIMENSIONS:
WALL: 2 1/2"
4" CAST -A -SEAL BOTTOM: 3"
COVER: 5'
MANHOLE: 24' I.D. PRECAST CONCRETE RISER
HEIGHT: 53 1/4'
LENGTH: 8'-8'
WIDTH: 7-2'
BELOW INLET: 42"
LIQUID LEVEL: 36"
WEIGHT: BOTTOM 6,790 LBS.
COVER 3,195
�i�l,`T�0 INLET AND OUTLET:
` 4" CAST —A —SEAL BOOT OR EQUAL GASKET
N0V 17 2025
Bayfield Co.
planning and Zoning AgencY
u
INLET AND OUTLET BAFFLE AND FILTER: 4JI
WISCONSIN SEE DETAIL #10
(OTHER STATES SEE CHART) ^a
LIQUID CAPACITY: 27.83 GAL/IN
HOLDING TANK: I
OUTLET HOLE PLUGGED
ACTUAL CAPACITY: 1,085 GALLONS �. o
LOADING DESIGN: 8'-0" UNSATURATED SOIL 2
TANK CAN BE USED AS: W
SEPTIC / HOLDING / PUMP OR SIPHON y i
W
COVER: MIX DESIGN 418 (NO FIBER)
TANK: MIX DESIGN #10 (STRUCTURAL FIBER) S
CUSTOMIZED TANKS:
FOR CUSTOM TANKS CONTACT WIESER CONCRETE
J
0
0
D BY
F
DATE
w
cn
FOR APPROVAL
APPROVED BY: SHEET NO.
APPROVAL DATE: 1 7"
OF
PRODUCTS NEEDED BY: / 1
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 6,7
FILE INFORMATION
Owner DAVID E & GRETCHEN M BROUCH
Permit #
DESIGN PARAMETERS
Number of Bedrooms
3
0 NA
Number of Public Facility Units
® NA
Estimated (average) flow
300 gal/day
Design (peak) flow = (Estimated x 1.5)
450 gal/day
In Situ Soil Application Rate
0.7 ayda Htz
Standard Influent/Effluent Quality
Monthly average'
Fats, Oil & Grease (FOG)
≤30 mg1L
Biochemical Oxygen Demand (BODs)
≤220 mg/L
O NA
Total Suspended Solids (TSS)
≤150 mglL
Pretreated Effluent Quality
Monthly average
Biochemical Oxygen Demand (BOD5)
530 mg/L
Total Suspended Solids (TSS)
≤30 mg/L
121 NA
Fecal Corrform (geometric mean)
≤10° cfu/10oml
Maximum Effluent Particle Size
% in dia.
O NA
Other:
® NA
'Values typical for domestic wastewater and septic tank effluent.
MAINTENANCE SCHEDULE
Service Event
Service Frequency
Imonth(s)
Inspect condition of tank(s)
At least once every:
3O (Maximum 3 years)
® ears
O NA
Pump out contents of tanks)
® When combined sludge and scum equals one-third ('h) of tank volume
O When the high water alarm is activated
❑ NA
Inspect dispersal cell(s)
At least once every:
3 ❑ month(s) 21 year(s) (Maximum 3 years)
0 NA
Clean effluent filter
At least once every:
3 ❑ month(
years
® ')
0 NA
Inspect pump, pump controls & alarm
At least once every:
❑ month's)
❑ year(s)
® NA
Flush laterals and pressure test
At least once every:
❑ month(s)
❑ year(s)
® NA
Other:
At least once every:
❑ month(s)
O year(s)
® NA
Other:
® NA
SYSTEM SPECIFICATIONS
Tank Manufacturer Weser
0 NA
® Septic O Dose O Holding
vol. 1000
gal
Tank Manufacturer
® NA
❑ Septic 0 Dose 0 Holding
vol.
gal
Effluent Filter Manufacturer
Polylok
O NA
Effluent Filter Model
525
Pump Manufacturer
O NA
Pump Model
Pretreatment Unit
® NA
❑ Sand/Gravel Filter
O Peat Fitter
❑ Mechanical Aeration
O Wetland
❑ Disinfection
O Other:
Manufacturer
Dispersal Cell(s)
❑ NA
® In -Ground (gravity)
O In -Ground (pressurized)
❑ At -Grade
O Mound
❑ Drip -Line
O Other:
Other:
® NA
Other:
® NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master
Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator (pumper). Tank
inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks,
measure the volume of canbined sludge and scum and a check for any back up or ponding of effluent on the ground surface. The
dispersal cell's) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent
on the ground surface. The ponding of effluent on the ground surface may indicate a tailing condition and requires the Immediate
notification of the local regulatory authority.
When the combined accumulation of sludge and scum in any treatment tank equals one-third (Y4) or more of the tank volume, the entire
contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin
Administrative Code.
All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units,
and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 10 days of completion of any service event.
RECEIVED GMW (12102)
N0V 17 2025
Bayfleld Co.
Planning and Zoning Agency
Page of 7
STARTUP AND OPERATION
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other
chemicals that may impede the treatment process and/or damage the soil dispersal cell(s). If high concentrations are detected have the
contents of the tank(s) removed by a septage servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
During extended 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 and may overload them resulting in the backup or surface discharge of effluent.
To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior 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; [QWl�drain
(sump pump) discharge; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications �atGh ts;
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT NOV 17 2025
When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly
and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: Baytleld Co.
Planning and Zoning Agency
• 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 properly 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.
St The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site
evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may
be installed as a last resort to replace the failed POWTS.
❑ Mound 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 INSTALLER POWTS MAINTAINER
Name Name
Phone Phone
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name 2 St. ; G Name Bayfield County Zoning
Phone 71S — -" 2_z_7- Phone715-373-6138
This document was drafted by the staffs of the Green Lake, Marquette and Waushara County Zoning and Sanitation agencies in compliance with chapter
Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code.
10/30/25, 12:58 PM Novus-Wisconsin Access rev. 12.0206
Real Estate Bayfield County Property Listing Property Status: Current
Today's Date: 10/30/2025 Created On: 3/15/2006 1:15:34 PM
Description Updated: 2/19/2015
Tax ID:
19853
PIN:
04.024-2-47.08-28-3 05-004-07000
Legacy PIN:
024107902000
Map ID:
Municipality:
(024) TOWN OF IRON RIVER
STR:
528 T47N R08W
Description:
LOT 1 OF GSM #350 V.3 P.199 (LOCATED
IN GOVT LOT 4) IN V.938 P.728 57861
Recorded Acres:
1.050
P Site Address * indicates Private Road
Calculated Acres:
1.068
65350 COUNTY HWY H
IRON RIVER 54847
Lottery Claims:
0
First Dollar:
Yes
® Property Assessment
Updated:
8/19/2024
Zoning:
(R-1) Residential -1
ESN:
118
2025 Assessment Detail
Code
Acres
Land
Imp.
I Tax Districts
Updated: 3/15/2006
G1 -RESIDENTIAL
1.050
240,500
163,900
1
STATE
2 -Year Comparison
2024
2025
Change
04
COUNTY
Land:
240,500
240,500
0.0%
024
TOWN OF IRON RIVER
Improved:
163,900
163,900
0.0%
163297
SCHL-MAPLE
Total:
404,400
404,400
0.0%
001700
TECHNICAL COLLEGE
&I Ownership Updated: 2/19/2015
DAVID E & GRETCHEN M BROUCH NAPERVILLE IL
Billing Address:
DAVID E & GRETCHEN M
BROUCH
3719 CANDEUR DR
NAPERVILLE IL 60564
Mailing Address:
DAVID E & GRETCHEN M
BROUCH
3719 CANDEUR DR
NAPERVILLE IL 60564
w' Recorded Documents
® CONVERSION
Date Recorded:
O WARRANTY DEED
Date Recorded: 2/21/2006
Updated; 3/15/2006 ' Property History
N/A
358-15;561-318
2006R-505198 938-728
RECEIVED
NOV 032025
Bayfield Co.
Planning and Zoning Agency
https:l/novus.bayfieldcounty.vA.gov/access/master.asp?paprpid=19853 11
1-4YFIELD 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:
BROUCH,DAVID E & GRETCHEN M
SR -00358
3719 CANDEUR DR
NAPERVILLE, IL 60564
Transaction Number:
SR -00358-37D25
Description
Amount
Certified Soil Tests - Review & Filing Fee
$50.00
Total:
$50.00
Payment Amount:
$50.00
Reference: 3367
Paid by: Timothy Dykstra, 10620 Eagle Lake Rd, Iron River WI 54847
Payment Type: Check
Transaction Date: 11/3/2025
Receipt of payment does not guarantee eligibility of
permit and is not proof of issuance of a permit.
I3AYFIELD 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:
BROUCH, DAVID E & GRETCHEN M
3719 CANDEUR DR
NAPERVILLE, IL 60564
Description
Private Sewage System (Septic Tanks)
Submission Number:
SS -00682
Transaction Number:
SS-00682-38B1F
Amount
$400.00
Total: $400.00
Payment Amount: $400.00
Reference: 3934
Paid by: Greg's Plumbing, 13660 County Hwy H, Iron River WI 54847
Payment Type: Check
Transaction Date: 11/18/2025
Receipt of payment does not guarantee eligibility of
permit and is not proof of issuance of a permit.
BAYFIELD COUNTY
SANITARY PERMIT (#04)-25-155S
STATE SANITARY PERMIT
OWNER: DAVID E & GRETCHEN M BROUCH
GOVT LOT: 4 LOT: 1 BLK:
CSM: 350 V.3.P.199
1/4 1/4 SEC: 28, T 47 N, R 8 W
TOWNSHIP: Iron River
SOIL TEST: 141-25
NEW SYSTEM
SYSTEM TYPE: Non -Pressurized In -Ground
PLUMBER: GREG BROWN
TRACY POOLER
Authorized Issuing Officer
DATE: 11/18/2025
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: # MP699374
Condition: Properly Maintain System Per Recorded Agreement
THIS PERMIT EXPIRES 11/18/2027
POST IN PLAIN VIEW
MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION