Board of Public Works — Agenda Packet
Village of Jackson · Washington County · Board of Public Works · meeting of Jan 27, 2026 · Agenda packets
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January 27, 2026 Village of Jackson - Board of Public Works Meeting Agenda
VILLAGE OF JACKSON
BOARD OF PUBLIC WORKS MEETING AGENDA
Tuesday, January 27, 2026 at 6:00 PM
Jackson Municipal Complex
Village Board Room
N168W19851 Main Street
Jackson, WI 53037
1. Call to Order and Roll Call
2. Approval of Minutes for the Board of Public Works Meeting of November 25, 2025
3. Change Order #2 - Final - 2025 Oaks of Jackson Surface Course - Spruce Street and
Ridgeway Drive - Stark Pavement Corporation for an increase in the amount of $24,493.60
4. Pay Request #1 - 2025 Oaks of Jackson Surface Course - Spruce Street and Ridgeway Drive
- Stark Pavement Corporation in the amount of $207,838.41
5. Resolution #26-01 Accepting Funds from the Washington County Roadway Shared Services
Grant Program
6. Review 15-Year Capital Roads Improvements (2026-2041)
7. Review of 2022 Stormwater Pond Compliance Report and Invoicing — Request for Refund
of Special Assessments
8. Review of Bids - Wastewater Treatment Plant Fill Removal Project
9. Review of Bids – Purchase of Brush Chipper
10. Director of Public Works Report
11. Citizens/Village Staff to address the Board of Public Works
12. Adjourn
Persons with disabilities requiring special accommodations for attendance at the meeting should contact the
Administration Department at the Jackson Municipal Complex at least one (1) business day prior to the
meeting.
It is possible that members of the Village Board may attend the above meeting. No action will be taken by any
governmental body at this meeting other than the governmental body specifically referred to in this meeting
notice. This notice is given so that members of the Village Board may attend the meeting without violating the
open meeting law.
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DRAFT
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DRAFT
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DRAFT
Page 4 of 39
Taking the lead in Washington County
STAFF MEMO Village of Jackson Public Works
To: Brian Heckendorf, Village President
Jen Heidtke, Village Administrator
CC: Board of Public Works; Budget and Finance; Village Board
From: Jack Straehler, Director of Public Works
Subject: Change Order #2 - Final - 2025 Oaks of Jackson Surface Course - Spruce Street
and Ridgeway Drive - Stark Pavement Corporation for an increase in the amount of
$24,493.60
Meeting Date: January 27, 2026 - Board of Public Works
Background and Analysis:
This memo is to inform the Board of Change Order #2 related to the 2025 Oaks of Jackson
Surface Course, Spruce Street, and Ridgeway Drive Project.
This change order addresses necessary field modifications and revisions to material sizes
and quantities encountered during construction. It also provides the final reconciliation of all
quantities associated with the project.
The changes are summarized as follows:
• Catch Basin chimney rebuilds using poly ProRings: increase of $7,400.00
• Catch Basin chimney rebuilds using concrete rings: credit of ($875.00)
• Final reconciliation of installed quantities: increase of $17,968.60
Funding for this change order will come from Account Number:
670-00-56700-000-000 (TID #7 Miscellaneous TID Expense)
JS
Recommendation:
Board of Public Works recommends the Budget and Finance Committee and Village Board
approve Change Order #2 for an increase in the amount of $24,493.60 to Stark Pavement
Corporation.
Page 5 of 39
Page 6 of 39
1
Doug Kroes
From: Doug Kroes
Sent: Tuesday, September 23, 2025 10:06 AM
To: Dan Mueller
Cc: 'Jack Straehler'; Logan Myers; Matt Stephan; Joseph Coe
Subject: RE: Jackson - Spruce, Ridgeway, Oaks Surface Course: Inlet Reset Materials 9/23/25
Dan:
FYI, we met on site this morning with your subcontractor to discuss the curb inlet resets. The
subcontractor had concrete rings on site that they were intending on using for the reset. The Owner
prefers the use of ProRings by Cretex. Your subcontractor stated that they will install ProRings for the
difference in material cost as the only additional cost. Therefore, when the work is complete, please
submit detail information that provides the total difference in material costs.
Thank you,
Douglas Kroes
Senior Construction Manager/O(ice Manager | Cedar Corporation
doug.kroes@cedarcorp.com
W61N497 Washington Avenue
Cedarburg, WI 53012
Oice 262.204.2360 Direct 262.204.2343 Mobile 920.246.6326
www.cedarcorp.com | Facebook | LinkedIn | Instagram
This e-mail and any attachments may contain proprietary and conf idential inf ormation f rom Cedar Corporation. Please visit our website at
http://www.cedarcorp.com/disclaimer f or more details.
From: Jack Straehler <jack.straehler@villageofjacksonwi.gov>
Sent: Tuesday, September 23, 2025 7:21 AM
To: Dan Mueller <danmueller@starkcorp.us>; Adrian Ruiz <adrianr@starkcorp.us>; Logan Myers
<Logan.Myers@villageofjacksonwi.gov>
Cc: Doug Kroes <doug.kroes@cedarcorp.com>
Subject: Re: Jackson - Contact List and Written Schedule
Thanks, Dan!
Jack B. Straehler II
Director of Public Works
Village of Jackson
W194 N16660 Eagle Drive
Jackson, WI 53037
Of f ice: 262-677-0707
Cell: (262) 305-5012
Page 7 of 39
INVOICE
DXT
5337 State Road 28
Allenton, WI 53002
jdonald_1388@hotmail.com
+1 (920) 382-5816
Bill to
Dan Mueller
Stark
Ship to
Dan Mueller
Stark
Invoice details
Invoice no.: 1112
Terms: Net 30
Invoice date: 09/25/2025
Due date: 10/25/2025
# Date Product or service Description Qty Rate Amount
1. Spruce, Ridgeway, oaks of Jackson
2. Services Reset select Catch basin castings 8 $750.00 $6,000.00
3. Services ADDITIONAL-Rebuild chimney's with
pro rings
8 $925.00 $7,400.00
4. Services concrete ring credit 7 −$125.00 −$875.00
Contact DXT to pay.
Total $12,525.00
Overdue 10/25/2025
to k e n =2 9 3 0fc c 1fd 4 2 4 2 1e 9 a 7 9 e 7 f2 fb e 4 e c 7 b 0a e 9 5 a 2 13 4 c f4 b 9 0b 5 05 c 6 7 1d e b c 17 9 3 7 e c 2 108 6 9 6 b 7 4 4 03 8 02 a d 7 5 3 9 9 5 9 4 07 8
BID UNIT
PRICE ITEM
CO ITEM
CO ITEM
LESS BID ITEM = ($6,000.00)
TOTAL CO AMOUNT = $6,525.00
Page 8 of 39
Deliver To:
From:
Comments:
EMAIL DUPLICATE INVOICE
FERGUSON WATERWORKS #1476
Erik Lewis
erik.lewis@ferguson.com
PO BOX 802817
CHICAGO, IL 60680-2817
Invoice Number Customer Page
Please Contact With Questions:
920-731-3252
CW020257 21373 1
Please refer to Invoice Number when making payment and remit to:
Sold To: Ship To:
TOTAL DUE --->
FERGUSON WATERWORKS #1476
PO BOX 802817
CHICAGO, IL 60680-2817
DONALD EXCAVATING & TRCKNG INC
DBA DXT
W5337 HWY 28
ALLENTON, WI 53002
COUNTER PICK UP
N49 W22990 COMMERCE CENTRE DR
PEWAUKEE, WI 53072-0000
2494.80
Ship
Whse
Sell
Whse
Tax
Code
Customer
Order Number
Sales
Person Job Name Invoice
Date Batch
1479 1479 WI67 MERTON ACP MERTON 09/12/2025
ALL ACCOUNTS ARE DUE AND PAYABLE PER THE CONDITIONS AND TERMS OF THE ORIGINAL INVOICE. ALL PAST DUE AMOUNTS
ARE SUBJECT TO A SERVICE CHARGE AT THE MAXIMUM RATE ALLOWED BY STATE LAW PLUS COSTS OF COLLECTION INCLUDING
ATTORNEY FEES IF INCURRED. FREIGHT TERMS ARE FOR OUR DOCK UNLESS OTHERWISE SPECIFIED ABOVE. COMPLETE TERMS AND
CONDITIONS ARE AVAILABLE UPON REQUEST
GOVT BUYERS: ALL ITEMS QUOTED ARE OPEN MARKETUNLESS NOTED OTHERWISE.
OR CAN BE VIEWED ON THE WEB AT https://www.ferguson.com/content/website-info/terms-of-sale
LEAD LAW WARNING: IT IS ILLEGAL TO INSTALL PRODUCTS THAT ARE NOT "LEAD FREE" IN ACCORDANCE WITH US FEDERAL OR OTHER
APPLICABLE LAW IN POTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION. PRODUCTS WITH *NP IN THE DESCRIPTION
ARE NOT LEAD FREE AND CAN ONLY BE INSTALLED IN NON-POTABLE APPLICATIONS. BUYER IS SOLELY RESPONSIBLE FOR PRODUCT
SELECTION.
Ordered Shipped Item Number Description Unit Price UM Amount
12 12 CRT3624300 36X24X3 M/HOLE RECT SYS *X 198.000 EA 2376.00
Invoice Sub-Total 2376.00
Tax
Total Amt
118.80
2494.80
TOTAL DUE ---> 2494.80
Page 9 of 39
Deliver To:
From:
Comments:
EMAIL DUPLICATE INVOICE
FERGUSON WATERWORKS #1476
Erik Lewis
erik.lewis@ferguson.com
PO BOX 802817
CHICAGO, IL 60680-2817
Invoice Number Customer Page
Please Contact With Questions:
920-731-3252
CW020256 21373 1
Please refer to Invoice Number when making payment and remit to:
Sold To: Ship To:
TOTAL DUE --->
FERGUSON WATERWORKS #1476
PO BOX 802817
CHICAGO, IL 60680-2817
DONALD EXCAVATING & TRCKNG INC
DBA DXT
W5337 HWY 28
ALLENTON, WI 53002
COUNTER PICK UP
N49 W22990 COMMERCE CENTRE DR
PEWAUKEE, WI 53072-0000
5722.79
Ship
Whse
Sell
Whse
Tax
Code
Customer
Order Number
Sales
Person Job Name Invoice
Date Batch
1479 1479 WI67 MERTON ACP MERTON 09/12/2025
ALL ACCOUNTS ARE DUE AND PAYABLE PER THE CONDITIONS AND TERMS OF THE ORIGINAL INVOICE. ALL PAST DUE AMOUNTS
ARE SUBJECT TO A SERVICE CHARGE AT THE MAXIMUM RATE ALLOWED BY STATE LAW PLUS COSTS OF COLLECTION INCLUDING
ATTORNEY FEES IF INCURRED. FREIGHT TERMS ARE FOR OUR DOCK UNLESS OTHERWISE SPECIFIED ABOVE. COMPLETE TERMS AND
CONDITIONS ARE AVAILABLE UPON REQUEST
GOVT BUYERS: ALL ITEMS QUOTED ARE OPEN MARKETUNLESS NOTED OTHERWISE.
OR CAN BE VIEWED ON THE WEB AT https://www.ferguson.com/content/website-info/terms-of-sale
LEAD LAW WARNING: IT IS ILLEGAL TO INSTALL PRODUCTS THAT ARE NOT "LEAD FREE" IN ACCORDANCE WITH US FEDERAL OR OTHER
APPLICABLE LAW IN POTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION. PRODUCTS WITH *NP IN THE DESCRIPTION
ARE NOT LEAD FREE AND CAN ONLY BE INSTALLED IN NON-POTABLE APPLICATIONS. BUYER IS SOLELY RESPONSIBLE FOR PRODUCT
SELECTION.
Ordered Shipped Item Number Description Unit Price UM Amount
13 7 CRT3624400 36X24X4 RECT FLT PRO RNG *X 243.000 EA 1701.00
18 18 CRT3624200 36X24X2 M/HOLE RECT SYS *X 138.000 EA 2484.00
6 6 CRT3624100 36X24X1 M/HOLE RECT SYS *X 98.000 EA 588.00
3 3 CRT3624150 36X24X1-1/2 M/HOLE RECT SYS *X 116.000 EA 348.00
12 12 C098050 M-1 28OZ ADHESIVE CART 27.440 EA 329.28
Invoice Sub-Total 5450.28
Tax
Total Amt
272.51
5722.79
TOTAL DUE ---> 5722.79
Page 10 of 39
UNIT PRICE QUANTITY SUMMARY
Village of Jackson
Spruce, Ridgeway, Oaks of Jackson Surface
Course
Stark Pavement Corp.
QUANTITIES VALUES
Installed Estimated Installed Estimated VS
Quantities VS Installed Values Installed
1 10420 0 16,151.00$ -$
2 142 0 710.00$ -$
3 27 0 2,700.00$ -$
4 2033 183 146,985.90$ 13,230.90$
5 58.5 9.5 1,755.00$ 285.00$
6 58.5 9.5 8,073.00$ 1,311.00$
7 0 -52 -$ (2,132.00)$
8 0 -104 -$ (2,704.00)$
9 8 1 6,000.00$ 750.00$
10 18 0 2,700.00$ -$
Bid Item Totals = 185,074.90$ 10,740.90$
CO1 287.5 107.5 12,190.00$ 4,558.00$
CO1 28.86 -31.14 2,741.70$ (2,958.30)$
CO1 39.5 33.5 6,636.00$ 5,628.00$
CO2 8 0 7,400.00$ -$
CO2 7 0 (875.00)$ -$
213,167.60$ 17,968.60$
ESTIMATED VS INSTALLED
Bid Items
Asphaltic Pavement Milling at Curbs
Asphaltic Pavement Milling at Intersections
Project No.
Date
J5789-0023
Reset Select Catchbasin Castings
Water Valve Box Adjustment
Asphaltic Pavement Milling at Manholes
Upper Layer HMA Pavement 1-3/4"
Remove Curb and Gutter
30" Concrete Curb and Gutter Type D
EBS (18")
EBS Backfill, 1-1/4" Dense (2 ton/cy)
Client
Project
Contractor
FINAL PROJECT TOTALS =
Removal & Replacement of 4” Concrete Sidewalk
Removal & Replacement of Concrete Curb Ramps to include Removal
Removal & Replacement of Concrete Curb and Gutter
ADD 8 Each Catch Basin Chimney Rebuilds w/ ProRing Materials
CREDIT Concrete Adjusting Rings related to Resetting Catch Basins
CHANGE ORDER ITEMS: NEW ITEMS
12/8/2025
0
Community Infrastructure • Architecture • Environmental Services
Cedarburg • Green Bay • Madison • Menomonie 1 of 1
Page 11 of 39
Taking the lead in Washington County
STAFF MEMO Village of Jackson Public Works
To: Brian Heckendorf, Village President
Jen Heidtke, Village Administrator
CC: Board of Public Works; Budget and Finance; Village Board
From: Jack Straehler, Director of Public Works
Subject: Pay Request #1 - 2025 Oaks of Jackson Surface Course - Spruce Street and
Ridgeway Drive - Stark Pavement Corporation in the amount of $207,838.41
Meeting Date: January 27, 2026 – Board of Public Works
Background and Analysis:
This memo is to inform the Board of Pay Request #1 for Stark Pavement Corporation in the
amount of $207,838.41 for work completed on the Oaks of Jackson Surface Course -
Spruce Street and Ridgeway Drive Project .
The work has been reviewed and verified for accuracy and completion in accordance with
the project contract documents and schedule.
Funding for this payment will come from Account Number:
670-00-56700-000-000 (TID #7 Miscellaneous TID Expense)
If you have any questions, please let me know.
JS
Recommendation:
Board of Public Works recommends the Budget and Finance Committee and Village Board
approve Pay Request #1 for Stark Pavement Corporation in the amount of $207,838.41.
Page 12 of 39
Cedarburg • Green Bay • Madison • Menomonie
Community Infrastructure • Architecture • Environmental Services
W61N497 Washington Avenue
Cedarburg, WI 53013
262-204-2360
www.cedarcorp.com
December 9, 2025
Village of Jackson
N168 W20733 Main Street
PO Box 637
Jackson, WI 53037
Attn: Mr. Jack Straehler II, Director of Public Works
Subject: Contractor’s Application for Payment No. 1
Spruce, Ridgeway, Oaks of Jackson Surface Course
Cedar Project No. 05789-0023
Dear Mr. Straehler:
Enclosed for your use in payment to Stark Pavement Corp in the amount of $207,838.41 is Contractor’s
Application for Payment No. 1.
Following your review and approval, please complete the application for payment forms within the areas reserved
for the Owner. Thereafter, retain one copy for your records, provide the second copy to the Contractor with
payment and provide the third copy to our office.
Should you have any questions, please feel free to contact me at our Cedarburg office.
Sincerely,
CEDAR CORPORATION
Douglas T. Kroes
Senior Construction Manager
Enclosed: As Noted
Cc: Dan Mueller, Stark Pavement Corp.
Page 13 of 39
12/9/25
Page 14 of 39
Page 15 of 39
Resolution #26-01 1
RESOLUTION #26-01
ACCEPTING FUNDS FROM THE WASHINGTON COUNTY ROADWAY
SHARED SERVICES GRANT PROGRAM
The
Village B oard of the Village of Jackson, Washington County, Wisconsin, does resolve as
follows:
WHEREAS, Washington County has allocated a pool of dollars to create a grant program
to provide direct assistance to Municipalities in the County for road work and related professional
services; and
W
HEREAS, the County has worked in conjunction with local chief elected officials to
create a distribution formula and has calculated the award amounts for each eligible
municipality; and
W
HEREAS, Washington County has awarded $12,468.00 to the Village of Jackson for
this purpose; and
W
HEREAS, the Village of Jackson has reviewed the terms and conditions of the grant
program as reflected in the attached presentation and agrees to abide by them.
N
OW, THEREFORE, BE IT RESOLVED by the Village of Jackson Board that the Village
of Jackson does hereby accept the grant award in accordance with the Washington County
Roadway Maintenance Shared Services Grant Program.
Int
roduced by: Seconded by:
Vo
te: Ayes Nays Passed and Approved:
Brian J. Heckendorf – Village President
A
ttest:
J acqueline Schuh - Village Clerk
DRAFT
Page 16 of 39
Resolution #26-01 2
Proof of Posting:
I the undersigned, certify that I posted this Resolution on posting boards at the Jackson Municipal
Complex, Post Office, and one other location in the Village.
Village Official Date
DRAFT
Page 17 of 39
Shared Revenue Roadway Funding for Local Municipalities
This form is due December 12, 2025 to scott.schmidt@washcowisco.gov (earlier is appeciated) - contact Scott with any questions 262-335-6881
Please fill out all highlighted cells (If you do not want a particular service, leave the quantity at 0)
Municipality:
Rank your
projects
above with
1 being
your
highest
priority
The red number
above would be
the municipalities
financial
responsibility
The green number
above should closely
match the green
highlighted number
for your municipality
below
This green amount will
be forgiven once the
local municaplity takes
official action to accept
the grant. Municipality
will only have to pay this
amount if it does not
take action.
Exact locations are not needed at this time and can be modified at a
later date.
DESCRIPTION OF SERVICE ITEM PRIORITY UNIT QTYS MATERIAL MATERIAL LABOR & EQUIP LABOR & EQUIP TOTAL LOCATIONS and NOTES
# UNIT COST COST UNIT COST COST PROJECT COST
PAVEMENT MARKING (CENTER LINE ONLY) MILES $225.00 $0.00 $150.00 $0.00 $0.00
PAVEMENT MARKING (CENTER AND EDGE LINE) MILES $600.00 $0.00 $400.00 $0.00 $0.00
PAVEMENT MARKINGS (SPECIAL MARKINGS) EACH $25.00 $0.00 $150.00 $0.00 $0.00
CRACK FILLING MILES $2,400.00 $0.00 $7,000.00 $0.00 $0.00
MASTIC - ROADWAY MILES $5,000.00 $0.00 $7,000.00 $0.00 $0.00
MASTIC - SPOT LOCATIONS 3 EACH 12 $250.00 $3,000.00 $300.00 $3,600.00 $6,600.00
Hickory Lane & Pine Drive (5) Ridgeway Drive North of Willow
Ridge (7)
CHIP SEAL MILES $12,000.00 $0.00 $6,500.00 $0.00 $0.00
CULVERT REPLACEMENT (24" - 50') EACH $7,000.00 $0.00 $11,000.00 $0.00 $0.00
CULVERT LINING (50' - 30" liner dry conditions) EACH $4,250.00 $0.00 $3,200.00 $0.00 $0.00
SHOULDER RECLAIMING (BOTH SIDES OF ROADWAY) MILES $1,000.00 $0.00 $2,400.00 $0.00 $0.00
SHOULDERING (3' WIDE 4" DEEP) MILES $4,000.00 $0.00 $4,000.00 $0.00 $0.00
DITCHING 1 LF 1,000 $1.00 $1,000.00 $7.50 $7,500.00 $8,500.00
250' on Eagle Drive at Spruce Stret near W194N16660 Eagle
Drive. & 750' along Hickry lane between Hawthorne Circle and
Cedar Creek bridge.
STORM INLET REPAIR (ONE CONCRETE RING, MORTAR, 10' CONCRETE
CURB, ASPHALT) EACH $1,200.00 $0.00 $3,600.00 $0.00 $0.00
BRIDGE APPROACH ASPHALT (BOTH SIDES) EACH $1,700.00 $0.00 $5,000.00 $0.00 $0.00
INSTALL ROAD SIGNS EACH $50.00 $0.00 $200.00 $0.00 $0.00
ROADSIDE VEGETATION/TREE REMOVAL - WINTER WORK 2 LF 700 $0.02 $14.00 $2.00 $1,400.00 $1,414.00
W194N16660 Eagle Drive along North and West property line
drainage ditch.
ROADSIDE MOWING (both sides of roadway included) MILES $0.00 $0.00 $400.00 $0.00 $0.00
ASPHALT PATCHING (24'x30') EACH $1,700.00 $0.00 $5,000.00 $0.00 $0.00
VEGETATION SPRAYING (both sides of roadway included) MILES $100.00 $0.00 $70.00 $0.00 $0.00
GUARD RAIL REPAIR LF $140.00 $0.00 $50.00 $0.00 $0.00
INSERT ANOTHER SERVICE - SPRAY FLEX BEAM AND BRIDGES EACH $0.00 $0.00 $250.00 $0.00 $0.00
Possibly Pave Townline RD 2 inch overlay 20Feet Wide FEET
TOTAL $4,014.00 $12,500.00 $16,514.00
All the numbers above are estimates, invoicing will occur based on actual time
and materials. Municipality Total Have Plan Included Above?
T. Addison 25,132$
T. Barton 17,827$
T. Erin 21,845$
T. Farmington 26,083$
T. Germantown 1,718$
T. Hartford 18,983$
T. Jackson 21,298$
T. Kewaskum 14,660$
T. Polk 22,585$
T. Trenton 25,567$
T. Wayne 22,558$
T. West Bend 17,257$
V. Jackson 12,468$
V. Newburg 2,516$
V. Richfield 57,749$
V. Slinger 11,755$
Village of Jackson
Page 18 of 39
Taking the lead in Washington County
STAFF MEMO Village of Jackson Public Works
To: Brian Heckendorf, Village President
Jen Heidtke, Village Administrator
CC: Board of Public Works
From: Jack Straehler, Director of Public Works
Subject: Review 15-Year Capital Road Improvements (2026-2041)
Meeting Date: January 27, 2026 – Board of Public Works
Background and Analysis:
During the calendar year 2025, the Village contracted with Cedar Corporation to conduct
the bi-annual Pavement Surface Evaluation and Rating (PASER) for roadways. The 15-year
Capital Roads Improvement Schedule (2026–2041) has been updated based on the results
of these ratings and coordinated utility improvement needs.
PASER scores roads on a scale from 1 to 10, with 1 indicating failed pavement and 10
representing excellent condition. Following the 2025 assessment, we are pleased to report
that the Village has no roads rated at 1 or 2. A significant number of roads were rated 6 or
better.
The new improvement schedule prioritizes roads rated 3 and 4, the lowest in the Village, as
the first projects beginning in 2026. As we progress through the plan, roads requiring less
immediate attention are scheduled for improvement through 2041.
This updated schedule ensures that both roadway and underground utility needs are
strategically addressed to maximize efficiency and long-term value.
Please let me know if you have any questions or need further details.
JS
Recommendation:
Board of Public Works recommends the proposed15-year Capital Road Improvements
schedule be incorporated with the Financial Management Plan and Capital Projects plan in
2026.
Page 19 of 39
Improvement
Year Improvement ProjectDescription of Project LimitsYear
Installed
Road
Rating
Length of
Project
(ft)
Cost per
foot
Construction
Cost
Engineering
Design &
Inspection
Total Cost of
Project Scope of Work Funding Source
Linden Drive Hickory Lane to Dead End 1991 3 581 Estimate
01/2026 $429,940.00 $85,988.00 $515,928.00 Curb boxes, Manholes, storm laterals,
streetlights Jackson Sewer and Water Utilities & General Fund
Aspen Drive Hickory Lane to Dead End 1991 3 686 Estimate
01/2026 $507,640.00 $101,528.00 $609,168.00 Curb boxes, Manholes, storm laterals,
streetlights Jackson Sewer and Water Utilities & General Fund
Hawthorne Drive Hickory Lane to Dead End 1991 4 739 Estimate
01/2026 $546,860.00 $109,372.00 $656,232.00 Curb boxes, Manholes, storm laterals,
streetlights Jackson Sewer and Water Utilities & General Fund
Eagle Drive Hickory Lane to STH 60 2002 3 2,376 Estimate
01/2026 $1,758,240.00 $351,648.00 $2,109,888.00Curb and Gutter, Curb boxes, Manholes, storm
laterals, streetlights Jackson Sewer and Water Utilities & General Fund
Georgetown Drive Jackson Drive to Wilshire Drive 1993 3 1,109 Estimate
12/2025 $1,224,290.00 $244,858.00 $1,469,148.00Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund
Jackson Drive (North)
LRIP 250 ft north of STH 60 to Park Road 1978 3 450 Estimate
12/2025 $450,179.00 $90,035.80 $540,214.80 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund
Industrial Drive STH 60 to north 2000 ft 2002 3 2,000 $821.00 $1,642,000.00 $328,400.00 $1,970,400.00Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund
Meadow Lane Industrial Drive to Dead End 1983 4 1,320 $821.00 $1,083,720.00 $216,744.00 $1,300,464.00Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund
Westfield Drive Parkview Drive to Francis Drive 1994 3 1,640 $862.00 $1,413,680.00 $282,736.00 $1,696,416.00Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund
Colonial Lane Hazelwood Lane to Westfield Drive 1994 4 620 $862.00 $534,440.00 $106,888.00 $641,328.00 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund
2030 Ridgeway Drive Willow Ridge to Highland 1995 3 1,200 $956.00 $1,147,200.00 $229,440.00 $1,376,640.00Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund
2031 N. Center Street STH 60 to Tower Drive 1990 4 1,320 $951.00 $1,255,320.00 $251,064.00 $1,506,384.00Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund
Old Orchard Court Ridgeway Drive to Dead End 1995 4 310 $998.00 $309,380.00 $61,876.00 $371,256.00 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund
Cherry Hill Court Ridgeway Drive to Dead End 1995 5 300 $998.00 $299,400.00 $59,880.00 $359,280.00 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund
Cherry Hill Circle Ridgeway Drive to Dead End 1995 5 300 $998.00 $299,400.00 $59,880.00 $359,280.00 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund
2033 Jackson Drive (South)260 ft south of STH 60 to 1,000 ft south
of 60 1986 6 1000 $1,048.00 $1,048,000.00 $209,600.00 $1,257,600.00 Sanitary under creek, water main to 12 inchJackson Sewer and Water Utilities & General Fund
2034 Forest View Drive Hickory Lane to Dead End 1987 5 422 $1,101.00 $464,622.00 $92,924.40 $557,546.40 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund
2035 Eastwood Circle Forest View to Dead End 1987 4 370 $1,556.00 $575,720.00 $115,144.00 $690,864.00 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund
2036 Clover Lane Hickory Lane to Dead End 1988 5 422 $1,213.00 $511,886.00 $102,377.20 $614,263.20 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund
2037 Heather Drive Hickory Lane to Dead End 1987 5 422 $1,274.00 $537,628.00 $107,525.60 $645,153.60 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund
2038 Stonehedge Drive Forest View to Hickory Lane 1989 4 1,637 $1,338.00 $2,190,306.00 $438,061.20 $2,628,367.20Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund
2039 Hickory Lane Heather Drive to Sherman Road 1987 4 951 $1,404.00 $1,335,204.00 $267,040.80 $1,602,244.80 Curb boxes, Manholes, storm laterals,
streetlights Jackson Sewer and Water Utilities & General Fund
2040 Cedar Run Drive Hickory Lane to Dead End 1988 5 1,108 $1,475.00 $1,634,300.00 $326,860.00 $1,961,160.00 Curb boxes, Manholes, storm laterals,
streetlights Jackson Sewer and Water Utilities & General Fund
2041 Hemlock Street Spruce Street to Hickory Lane 1991 5 1,056 $1,548.00 $1,634,688.00 $326,937.60 $1,961,625.60 Curb boxes, Manholes, storm laterals,
streetlights Jackson Sewer and Water Utilities & General Fund
Totals 4.04 22,339 $1,123.56$22,834,043.00$4,566,808.60 $27,400,851.60
Note - The engineering and design costs is 20% of the construction cost.
Note - The Average projected cost for 2026 is $745/lineal foot.
Note - The average price includes 5% annual lift in 2028 to 2041
Note - The Jackson Sewer and Water Utilities & General Fund costs are split by thirds.
2032
General Fund (Storm Sewer and Roadway), Sewer Utility, & Water Utility
Proposed as of January 08, 2026
Village of Jackson
15 year Capital Road Improvements (2026 to 2041)
2026
2027
2029
2028
Page 20 of 39
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Page 23 of 39
Taking the lead in Washington County
STAFF MEMO Village of Jackson Public Works
To: Brian Heckendorf, Village President
Jen Heidtke, Village Administrator
CC: Board of Public Works; Budget and Finance; Village Board
From: Jack Straehler, Director of Public Works
Subject: Review of 2022 Stormwater Pond Compliance Report and Invoicing – Request for
Refund of Special Assessments
Meeting Date: January 27, 2026 - Board of Public Works
Background and Analysis:
This memo is to inform the Board of an agreement entered in 2021 between former Director
Kober and CDM Smith to support compliance with the Village of Jackson’s MS4 permit. The
agreement required inspections of both Village-owned and privately owned stormwater
detention and retention ponds as required on a five-year cycle.
In July 2022, all respective pond owners were notified that inspections would be conducted
and were provided with two options:
• Option One: Retain their own consultant to perform the inspection and submit a
report to the Village, with the Village reviewing the report for a fee of $500.00 per
pond.
• Option Two: Have the inspections performed by the Village’s consultant, with the
Village providing the report at a fee of $2,000.00 per pond.
Based on my review, no pond owners selected Option One. All elected to have the Village
consultant perform the inspections and provide the reports, with the associated inspection
fees assessed accordingly.
My understanding is that all inspections and reporting were to be completed in 2022.
However, further review shows that inspections were conducted across both 2022 and
2023, and the final report was not received until September 2025, nearly three years later
than expected.
Upon reviewing the contents of the report for both accuracy and completeness, and after
speaking with multiple pond owners, I have identified several inaccuracies, including issues
with photographs and descriptions, as well as the timeliness of the report. The significant
delay in receiving the final report has also caused considerable frustration among pond
owners.
Page 24 of 39
Taking the lead in Washington County
At the Board’s request, assessments totaling approximately $115,000 were issued to the
respective pond owners. To date, the Village has received approximately $33,000.00. I
have also contacted our stormwater compliance DNR representative, who confirmed that all
ponds will be required to be inspected again in 2027 to remain compliant with our MS4
permit.
Given these circumstances, I am respectfully requesting that the Board consider the
following actions refunding the inspection assessments to pond owners who have already
paid, and forgoing collection of any remaining unpaid fees related to the 2022 inspection
cycle.
I further intend to seek a new consultant engineer and enter into a new agreement in the fall
of 2026 to conduct inspections of all Village-owned and privately owned stormwater
detention and retention ponds as part of our MS4 compliance in 2027. This approach will
allow the Village to move forward transparently and ensure accurate, timely inspections and
reporting.
If you have any questions, please let me know.
JS
Recommendation:
Board of Public Works recommends the Budget and Finance Committee and Village Board
refund the inspection assessments to pond owners who have already paid and forego
collection of any remaining unpaid fees related to the 2022 inspection cycle.
Page 25 of 39
Taking the lead in Washington County
STAFF MEMO Village of Jackson Public Works
To: Brian Heckendorf, Village President
Jen Heidtke, Village Administrator
CC: Board of Public Works; Budget and Finance; Village Board
From: Jack Straehler, Director of Public Works
Subject: Review of Bids – Wastewater Treatment Plant Fill Removal Project
Meeting Date: January 27, 2026 - Board of Public Works
Background and Analysis:
This memo is to inform the Board of an illegal dumping situation that occurred behind the
Public Works and Utility Building. The issue was brought to my attention in April 2025 by a
neighboring property owner.
It was reported that over the past several years, fill material originating from previous road
construction projects had been dumped behind the Public Works and Utility Building. This
material was placed not only on Village-owned property but also encroached onto
neighboring private property. In addition, it was determined that fill was placed within a
designated floodplain and floodway.
The Village of Jackson’s Engineering Technician visited the site and conducted surveys to
confirm property boundaries and identify the locations of the fill. Since that time, I have been
working closely with the Village’s consulting engineer, Cedar Corp., as well as the
Wisconsin Department of Natural Resources (DNR), to correct the issue.
Cedar Corp. submitted a letter of self-compliance along with a plan of correction to the DNR
on behalf of the Village. Both submissions were reviewed and approved. Cedar Corp.
subsequently prepared detailed plans that comply with the requirements forwarded to and
approved by the DNR.
The project was recently advertised for public bidding. Bids were received from five
contractors, with the lowest responsible bid submitted by BMCI Construction in the amount
of $125,055.00. Please see the attached bid tab provided by Cedar Corp showing all bids
received.
After reviewing the budget with the Village Administrator, it has been determined that
funding for this project will be split 50/50 between the Water Utility and the Sewer Utility
coming from Account Numbers:
200-00-52000-625-301 (Water – Building/Grounds)
300-00-57320-834-000 (Sewer – Building/Grounds)
Page 26 of 39
Taking the lead in Washington County
After reviewing the bid received and the qualifications it is my recommendation to award the
contract for the Wastewater Treatment Plant Fill Removal Project to BMCI Construction in
the amount of $125,055.00.
If you have any questions, please let me know.
JS
Recommendation:
Board of Public Works recommends the Budget and Finance Committee and Village Board
award the contract for the Wastewater Treatment Plant Fill Removal Project to BMCI
Construction in the amount of $125,055.00.
Page 27 of 39
BID ANALYSIS
Cedarburg • Green Bay • Madison • Menomonie • New Berlin
Page 1 of 1
Community Infrastructure • Architecture • Environmental Services
Client Village of Jackson Project No. J5789-0026
Project WWTP Fill Permitting Date January 20, 2026
Prepared By Joshua Molter
The Village of Jackson (hereinafter referred to as the OWNER) has received bids on the 20th day of
January 2026 for WWTP Fill Permitting (hereinafter referred to as the Project); and
Cedar Corporation (hereinafter referred to as ENGINEER) has been retained by the OWNER to prepare
bid tabulations, analyze bid results and consult with the OWNER on the award of contracts.
The ENGINEER hereby consults as follows:
1. Bids were received from five (5) bidders. Bids ranged from a low of $125,055.00 to a high of
$219,395.00. A summary of the bid tabulation is attached.
2. Based upon ENGINEER's analysis of the bids received on the above PROJECT, the responsive low
bidder is:
BMCI Construction Inc.
7040 N. Trenton Road
West Bend, WI 53090
Bid Amount: $125,055.00
3. It is understood that by this analysis, that the ENGINEER does not guarantee the Contractor's
performance which is covered by the Contractor's bond, but it is a statement by the ENGINEER
that the ENGINEER has no information which would lead the ENGINEER to believe that the
Contractor does not have the necessary equipment and personnel to complete the PROJECT in
compliance with the drawings and specifications within reasonable tolerances generally accepted
in the trade.
4. It is further understood that this analysis is not a representation that the ENGINEER has reviewed
the proposal for possible legal irregularities which should be a function of the OWNER'S legal
counsel, and at the option of the OWNER.
5. It is further understood that in the event that OWNER feels that the Contract should be awarded
on some basis other than price, the OWNER should defer further action on this PROJECT until a
thorough legal review can be made by OWNER'S legal counsel.
Page 28 of 39
PROJECT NO:
ITEM NO. ITEM DESCRIPTION UNIT QTY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL
1 Excavation CY 6,500 $14.30 $92,950.00 $17.20 $111,800.00 $20.54 $133,510.00 $20.00 $130,000.00
2 Mobilization LS 1 $2,500.00 $2,500.00 $5,763.87 $5,763.87 $6,120.55 $6,120.55 $9,500.00 $9,500.00
3 Temporary Silt Fence LF 720 $2.75 $1,980.00 $2.64 $1,900.80 $4.10 $2,952.00 $3.00 $2,160.00
4 Temporary Stone Tracking Pad EA 1 $1,200.00 $1,200.00 $3,886.61 $3,886.61 $3,010.85 $3,010.85 $2,500.00 $2,500.00
5 Restoration – Erosion Matting, Turf and Grasses SY 1,400 $5.75 $8,050.00 $7.72 $10,808.00 $6.99 $9,786.00 $10.00 $14,000.00
6 Restoration – Turf and Grasses SY 3,500 $5.25 $18,375.00 $8.25 $28,875.00 $6.57 $22,995.00 $8.75 $30,625.00
PROJECT TOTAL $125,055.00 $163,034.28 $178,374.40 $188,785.00
Willkomm Excavating
and Grading, Inc.
17108 County Line Road
Union Grove, WI 53182
BMCI Construction Inc.
7040 N. Trenton Road
West Bend, WI 53090
Buteyn-Peterson
Construction Co., Inc.
N7337 Dairyland Drive
Sheboygan, WI 53083
Payne & Dolan, Inc.
N3W23650 Badinger Road
Waukesha, WI 53188
BID TABULATION
WWTP FILL PERMITTING
VILLAGE OF JACKSON
WASHINGTON COUNTY, WI
BID DATE - JANUARY 20, 2026
05789-0026
WWTP FILL PERMITTING PROJECT NAME:
\\cedarcorp.com\DATA\I-Drive\Clients-Cdrbrg\J\J5789 Jackson Village of\026 WWTP Fill Permitting\10 Bid Info\Bid Info-Jackson\Bid Tabulation.xlsx Page 1 of 2
Page 29 of 39
PROJECT NO:
ITEM NO. ITEM DESCRIPTION UNIT QTY
1 Excavation CY 6,500
2 Mobilization LS 1
3 Temporary Silt Fence LF 720
4 Temporary Stone Tracking Pad EA 1
5 Restoration – Erosion Matting, Turf and Grasses SY 1,400
6 Restoration – Turf and Grasses SY 3,500
PROJECT TOTAL
05789-0026
WWTP FILL PERMITTING PROJECT NAME:
UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL
$28.50 $185,250.00
$5,000.00 $5,000.00
$2.25 $1,620.00
$6,000.00 $6,000.00
$6.00 $8,400.00
$3.75 $13,125.00
$219,395.00
Wondra Construction, Inc.
W2874 Graylog Road
Iron Ridge, WI 53035
BID TABULATION
WWTP FILL PERMITTING
VILLAGE OF JACKSON
WASHINGTON COUNTY, WI
BID DATE - JANUARY 20, 2026
\\cedarcorp.com\DATA\I-Drive\Clients-Cdrbrg\J\J5789 Jackson Village of\026 WWTP Fill Permitting\10 Bid Info\Bid Info-Jackson\Bid Tabulation.xlsx Page 2 of 2
Page 30 of 39
Taking the lead in Washington County
STAFF MEMO Village of Jackson Public Works
To: Brian Heckendorf, Village President
Jen Heidtke, Village Administrator
CC: Board of Public Works; Budget and Finance; Village Board
From: Jack Straehler, Director of Public Works
Subject: Review of Bids – Purchase of Brush Chipper
Meeting Date: January 27, 2026 - Board of Public Works
Background and Analysis:
This memo is to inform the Board of quotes received for the purchase of a new brush
chipper, which was included in the 2026 budget. As approved by the Board, the 2026
capital budget includes funding for the purchase of one new brush chipper at a cost not to
exceed $110,000.00.
Quotes were requested from two vendors, with the following pricing received:
Vendor / Equipment Model Price
Vermeer Wisconsin – BC1500XL $88,273.00
LF George – Morbark BVR16 $89,073.50
Based on the quotes received, it is my recommendation that the Village move forward with
the purchase of one new brush chipper from Vermeer Wisconsin. Purchasing from a local
distributor provides easier access to parts and service if maintenance is needed.
Additionally, our team is familiar with the Vermeer chipper and has been very satisfied with
the performance of our current equipment.
The total purchase price is $88,273.00, which is $21,727.00 under budget.
Funding for this purchase will come from Account Number:
600–00–53310–450–000 (Capital Projects – Streets Machinery).
JS
Recommendation:
Board of Public Works recommends the Budget and Finance Committee and Village Board
approve the purchase of one new brush chipper in the amount of $88,273.00 from Vermeer
Wisconsin.
Page 31 of 39
Page 1 of 2 - Quote #: 02670-MS
W223 N6250 Richard Rd
Lisbon,WI 53089
(414) 303-7951
msyverson@vermeerwisconsin.com
Bill To:
Ship To:
Village of Jackson Village of Jackson
W194 N16660 Eagle Drive W194 N16660 Eagle Drive
Jackson, WI 53037-0147 Jackson, WI 53037-0147
1 - VERMEER BC1500 BRUSH CHIPPER $86,527.00
NEW S/N:
- 15” Capacity Drum Style Chipper 15” x 20” Opening
- 130 h.p. Cummins QSF3.8L Turbo Diesel T4F Engine with DEF System
- EcoIdle Engine Control System - 3 settings ( 1 minute / 5 Minute / Off )
- Low RPM Clutch Engagement System
- Vermeer Smartfeed System-Monitors Engine RPM
- Hydraulic Over-Pressure Sensor
- Twin Vertical Helical knifed Feed Wheel Rollers --- 20” x 21” each
- Fold-up Infeed Table with 52” x 32” Infeed Opening
- 4 position Infeed Control Bar ( Fwd/Neutral/Reverse/Stop )
- Upper and Lower Feed Stop Bar for Safety.
- 2 Reset Buttons for Safety Feed System
- 270 Degree Rotating Discharge Chute w adjustable Deflector & Manual Rotation
- 2 double sided Chipper Knives / Adjustable Bed knife
- 8,000 lb. Rubber Torsion Axle with Electric Brakes with Breakaway switch
- LT235/75R17.5 LR H/J Tires
- Fuel Tank 45 Gal. / Hydraulic Tank 12 Gal.
- Adjustable Height Pintle Hitch / Jackstand / Safety Chains & LED Light Package
Balance of New Machine Warranty
- Standard 1 Year/1,000 Hour Vermeer Limited Equipment Warranty
- 3 Year/3,000 Hour Extended Limited Warranty on Drum Housing, Cutter Drums,
Shaft & Ring-fetter Hubs
- 2 Year/2,000 Hour Parts and Labor Cummins Engine Warranty per Cummins Policy
- INCLUDES 1 EXTRA SET OF KNIVES WITH BOLTS
1/13/2026 Quote #: 02670-MS vs3
Account Number: 62639 P.O. #
Page 32 of 39
Page 2 of 2 - Quote #: 02670-MS
W223 N6250 Richard Rd
Lisbon,WI 53089
(414) 303-7951
msyverson@vermeerwisconsin.com
Vermeer has been awarded Sourcewell Government Bid Contract #010925-VRM.
The Sell Price will be at the Current Sourcewell Contract Pricing when Delivered.
Member Sourcewell #
Current Lead Time is to be confirmed upon being awarded Bid and Machine Build
Specifications.
Government Contract #010925-VRM Machine $86,527.00
Freight $1,746.00
Tax Exempt
Total Due $88,273.00
Pricing Valid through February, 11th.
Accepted by: Date:
Title:
Sincerely,
Mark Syverson / Sales Representative / (414) 303-7951 / msyverson@vermeerwisconsin.com
Page 33 of 39
Page 34 of 39
1
Public Works Report
January 27, 2026
Wastewater Treatment Plant - Designed Capacity – 1.69 million gallons per day
Peak Flow Capacity – 6.0 million gallons per day
Wastewater Treatment Plant - Year 2023
Month Average Flow Minimum Flow Maximum Flow
January 1.247 MGD 1.010 MGD 1.560 MGD
February 1.351 MGD 950,000 GPD 3.130 MGD
March 1.762 MGD 1.250 MGD 2.560 MGD
April 1.594 MGD 980,000 GPD 3.290 MGD
May 1.094 MGD 780,000 GPD 1.520 MGD
June 875,333 GPD 750,000 GPD 1.050 MGD
July 841,935 GPD 680,000 GPD 1.050 MGD
August 1.022 MGD 710,000 GPD 2.070 MGD
September 968,667 GPD 740,000 GPD 1.270 MGD
October 1.154 MGD 770,000 GPD 1.900 MGD
November 1.080 MGD 870,000 GPD 1.720 MGD
December 1.1146 MGD 850,000 GPD 1.440 MGD
Wastewater Treatment Plant - Year 2024
Month Average Flow Minimum Flow Maximum Flow
January 1.337 MGD 980,000 GPD 2.260 MGD
February 1.440 MGD 1.090 MGD 2.250 MGD
March 1.502 MGD 950,000 GPD 2.590 MGD
April 1.427 MGD 980,000 GPD 3.220 MGD
May 1.325 MGD 980,000 GPD 1.990 MGD
June 1.544 MGD 980,000 GPD 2.500 MGD
July 1.146 MGD 850,000 GPD 1.560 MGD
August 1.027 MGD 760,000 GPD 1.550 MGD
September 884,333 GPD 700,000 GPD 1.400 MGD
October 795,484 GPD 670,000 GPD 0.990 MGD
November 997,000 GPD 720,000 GPD 1.610 MGD
December 935,806 GGD 730,000 GPD 1.460 MGD
Wastewater Treatment Plant - Year 2025
Month Average Flow Minimum Flow Maximum Flow
January 880,645 GPD 750,000 GPD 1.160 MGD
February 890,714 GPD 730,000 GPD 1.030 MGD
March 1.356 MGD 840,000 GPD 2.300 MGD
April 1.443 MGD 1.0005 MGD 3.5300 MGD
May 1.279 MGD 830,000 GPD 2.5300 MGD
June 1.100 MGD 830,000 GPD 1.8900 MGD
July 993,225 GPD 860,000 GPD 1.2800 MGD
August 1.446 MGD 800,000 GPD 5.6700 MGD
September 953,333 GPD 820,000 GPD 1,210,000 MGD
October 1.038 MGD 730,000 GPD 1,420,000 MGD
November 929,000 GPD 760,000 GPD 1,080,000 MGD
December 1,075 MGD 780,000 GPD 1,560,000 MGD
Page 35 of 39
2
2023 Wastewater Treatment Plant – Holding & Septage Receiving Annually by Month
Month Holdings Grease Grease
Decant
Septage Septage
Decant
Total
Billed
January 1,232,950
Gallons
1,000
Gallons
2,800
Gallons
72,460
Gallons
$11,841.10
February 1,299,600
Gallons
1,000
Gallons
27,000
Gallons
$11,121.30
March 849,250
Gallons
18,800
Gallons
62,550
Gallons
$9,203.75
April Primary Clarifiers offline for new diffusers
May 1,011,750
Gallons
44,350
Gallons
121,650
Gallons
$13,131.00
June 1,089,100
Gallons
44,100
Gallons
148,950
Gallons
$14,421.05
July 928,350
Gallons
3,500
Gallons
6,000
Gallons
110,500
Gallons
$12,546.00
August 1,212,400
Gallons
8,000
Gallons
121,800
Gallons
$15,649.00
September 1,083,000
Gallons
10,400
Gallons
100,350
Gallons
$13,962.75
October 1,148,850
Gallons
8,200
Gallons
280,750
Gallons
$18,999.25
November 1,020,400
Gallons
16,500
Gallons
302,800
Gallons
$18,764.00
December 1,263,300
Gallons
2,000
Gallons
198,000
Gallons
17,693.00
2024 Wastewater Treatment Plant – Holding & Septage Receiving Annually by Month
Month Holdings Grease Grease
Decant
Septage Septage
Decant
Total
Billed
January 1,240,050
Gallons
500
Gallons
62,900
Gallons
$14,003.00
February 1,236,550
Gallons
2,300
Gallons
63,100
Gallons
$14,081.00
March 1,139,150
Gallons
4,500
Gallons
141,500
Gallons
$15,200.25
April 1,135,752
Gallons
3,600
Gallons
225,950
Gallons
$17,972.27
May 982,150
Gallons
14,800
Gallons
274,550
Gallons
$17,573.25
June 734,178
Gallons
2,000
Gallons
175,950
Gallons
$11,860.53
July 1,374,900
Gallons
11,300
Gallons
285,450
Gallons
$21,563.25
August 1,362,350
Gallons
15,800
Gallons
272,200
Gallons
$21,376.50
September 990,600
Gallons
1,000
Gallons
237,550
Gallons
$15,904.75
October 1,044,550
Gallons
6,400
Gallons
228,3650
Gallons
$16,545.75
November 987,500
Gallons
5,800
Gallons
195,350
Gallons
$15,106.75
December 960,550
Gallons
2,750
Gallons
107,300
Gallons
$12,453.00
Page 36 of 39
3
2025 Wastewater Treatment Plant – Holding & Septage Receiving Annually by Month
Month Holdings Grease Grease
Decant
Septage Septage
Decant
Total
Billed
January 1,008,400
Gallons
1,500
Gallons
40,650
Gallons
$11,190.25
February 905,450
Gallons
1,400
Gallons
41,250
Gallons
$10,169.75
March 1,237,500
Gallons
3,100
Gallons
72,450
Gallons
$14,372.25
April 1,1317,750
Gallons
3,200
Gallons
168,650
Gallons
$15,545.75
May 1,174,850
Gallons
17,900
Gallons
194,850
Gallons
$17,693.75
June 1,084,900
Gallons
15,800
Gallons
223,750
Gallons
$17,390.75
July 1,037,150
Gallons
15,000
Gallons
168,550
Gallons
$15,485.25
August 1,184,950
Gallons
22,700
Gallons
187,850
Gallons
$17,907.75
September 1,292,700
Gallons
800
Gallons
2,500
Gallons
268,400
Gallons
$19,819.00
October 1,700,600
Gallons
4,500
Gallons
17,400
Gallons
479,250
Gallons
$30,211.25
November 1,592,850
Gallons
8,200
Gallons
297,850
Gallons
$23,866.75
December 1,908,200
Gallons
4,250
Gallons
128,650
Gallons
$22,553.25
Wastewater Treatment Plant – Holding & Septage Receiving Annually
Year
Collected
Amount
Collected
Year
Collected
Amount
Collected
Year
Collected
Amount
Collected
Year
Collected
Amount
Collected
2005 $7,562.01 2006 $101,115.11 2007 $152,201,07 2008 $210,441.47
2009 $183,815.34 2010 $197,653.66 2011 $220,576.28 2012 $236,224.70
2013 $235,336.46 2014 $203,938.32 2015 $210,644,47 2016 $220,473.17
2017 $232,358.23 2018 $245,767.74 2019 $219,822.80 2020 $204,656.11
2021 $209,083.10 2022 $251,109.46 2023 $157,332.20 2024 $194,954.27
2025 $217,002.75 2026
Municipal Well Pump Information – Well Number and Pumping Capacity
Well #1 400 GPM Well #3 900 GPM Well #4 1,200 GPM Well #5 1,100 GPM Well #6 800 GPM
Summary of Municipal Water Consumption
2010 Total Pumpage 239,326,000 gallons 2011 Total Pumpage 240,268,000 gallons
2012 Total Pumpage 253,492,000 gallons 2013 Total Pumpage 228,371,000 gallons
2014 Total Pumpage 230,973,000 gallons 2015 Total Pumpage 222,621,000 gallons
2016 Total Pumpage 254,531,000 gallons 2017 Total Pumpage 251,387,000 gallons
2018 Total Pumpage 241,322,000 gallons 2019 Total Pumpage 253,427,000 gallons
2020 Total Pumpage 259,413,000 gallons 2021 Total Pumpage 242,216,000 gallons
2022 Total Pumpage 222,033,000 gallons 2023 Total Pumpage 229,997,000 gallons
2024 Total Pumpage 233,155,000 gallons 2025 Total Pumpage 249,538,201 gallons
Page 37 of 39
4
Municipal Water Consumption - Year 2023
Month Average Pumpage Highest Pumpage Total Pumpage
January 544,810 GPD 716,000 gallons 16,889,000 gallons
February 576,070 GPD 762,000 gallons 16,130,000 gallons
March 532,060 GPD 713,000 gallons 16,494.000 gallons
April 597,230 GPD 869,000 gallons 17,917,000 gallons
May 651,650 GPD 1,243,000 gallons 20,201,000 gallons
June 850,070 GPD 1,018,000 gallons 24,152,000 gallons
July 793,870 GPD 944,000 gallons 24,610,000 gallons
August 737,060 GPD 1,019,000 gallons 22,849,000 gallons
September 616,330 GPD 790,000 gallons 18,490,000 gallons
October 611,900 GPD 986,000 gallons 18,969,000 gallons
November 531,570 GPD 728,000 gallons 15,947,000 gallons
December 549,970 GPD 770,000 gallons 17,049,000 gallons
Municipal Water Consumption - Year 2024
Month Average Pumpage Highest Pumpage Total Pumpage
January 560,000 GPD 733,000 gallons 17,486,000 gallons
February 554,550 GPD 711,000 gallons 16,082,000 gallons
March 541,840 GPD 731,000 gallons 16,797.000 gallons
April 609,130 GPD 903,000 gallons 18,274,000 gallons
May 609,870 GPD 762,000 gallons 18,906,000 gallons
June 661,830 GPD 817,000 gallons 19,855,000 gallons
July 731,480 GPD 988,000 gallons 22,676,000 gallons
August 693,740 GPD 881,000 gallons 21,506,000 gallons
September 739,570 GPD 972,000 gallons 22,187,000 gallons
October 722,810 GPD 1,021,000 gallons 22,407,000 gallons
November 565,450 GPD 816,000 gallons 17,529,000 gallons
December 627,420 GPD 889,000 gallons 19,450,000 gallons
Municipal Water Consumption - Year 2025
Month Average Pumpage Highest Pumpage Total Pumpage
January 607,970 GPD 781,000 gallons 18,847,000 gallons
February 682,680 GPD 820,000 gallons 19,115,000 gallons
March 693,900 GPD 769,000 gallons 21,201.000 gallons
April 707,070 GPD 1,122,000 gallons 21,212,000 gallons
May 716,450 GPD 917,000 gallons 22,210,000 gallons
June 842,170 GPD 999,000 gallons 25,265,000 gallons
July 856,450 GPD 1,066,000 gallons 26,550,000 gallons
August 784.940 GPD 970,000 gallons 24,209,000 gallons
September 837,530 GPD 1,269,000 gallons 25,126,000 gallons
October 813,520 GPD 1,196,000 Gallons 25,219,000 Gallons
November 702,300 GPD 912,000 Gallons 21,069,000 Gallons
December 667,580 GPD 842,000 Gallons 20,695,000 Gallons
Page 38 of 39
5
Midwest Fiber Network
The Installation of Midwest Fiber Network equipment has continued throughout the Village and is
progressing steadily. Crews remain active in multiple areas, and overall progress has been significant. To
date, the Village has received minimal complaints, all have been handled promptly, and the project is
moving forward as planned.
Cedar Run Park – Dog Park Project
Most of the tree removal has been completed; however, crews are expected to remain onsite over the
coming weeks to finish the remaining work. Due to wetland disturbances, the fence on the east end of the
park has been adjusted to completely remove the major wetlands from the project area, along with the
service gate adjacent to the treatment plant. As a result, one short section of path will need to be cut,
stoned, and mulched once the tree work is complete. All other paths have been cut and stoned, and
mulching has begun along those existing paths. Contractors are currently developing restoration plans for
the wetlands. Once the tree work and paths are completed, construction activities will pause until spring,
when concrete work and fencing will be installed. Most of this work is anticipated to be completed by mid-
February.
2026 WWTP Aeration Basin Upgrades
The Wastewater Treatment Plant aeration Basin upgrade project remains in the design phase and is
progressing well. Plans have been submitted to the Department of Natural Resources (DNR) for review and
approval. The project is anticipated to be advertised for bids in the coming months, with a construction start
date expected in spring 2026.
Maple Fields Subdivision
Phase 3 – We held our preconstruction meeting in November 2025 to kick off the new phase of the
subdivision. Newman Developments’ contractor has been on site throughout December and January
completing the Sanitary Sewer installation, which was finished on January 16. The team anticipates
beginning watermain installation the week of January 26, weather permitting. Overall, the project continues
to progress as planned.
2026 Street Reconstruction Projects
The 2026 street reconstruction project consists of Eagle Drive between State Highway 60 and Hickory
Lane, as well as Hawthorne Drive, Aspen Drive, and Linden Drive from Hickory Lane to their respective
dead ends. The plans are 90% complete and have been submitted to the utility contractors to identify
potential conflicts, as well as to the DNR for review and approval. The projects are expected to be publicly
bid in February, with construction anticipated to begin in late spring or early summer of 2026.
Tower Drive – Water Tower Rehabilitation Project
This project is entering year two of the five-year contract. This phase of the project will include both interior
and exterior cleaning and painting of the water tower to maintain structural integrity and water quality
standards. The project has been submitted to the Department of Natural Resources (DNR) for review and
approval and is anticipated to begin in May 2026.
Respectfully submitted, Jack Straehler, Director of Public Works
Page 39 of 39
Source: Village of Jackson website. First collected Oct 7, 2026.