HomeMy WebLinkAboutAGENDApacket__01-14-25
OSH KO SH C OMMO N C O UN C I L A GEN DA
C O UN C IL C H A MB ER S, C ITY H ALL
OSH KO SH , W I SC ON SI N
J anuary 14, 2025
If anyone requires reasonable ADA accommodations, please contact the office of the City Manager at
citymgr@oshkoshwi.gov, or phone 920-236-5002.
To send written correspondence to the Council, mail it to the City Manager, place it in the City Hall dropbox, or email it
to council@oshkoshwi.gov (prior to the Council meeting).
A.CALL TO ORDER (6:00 p.m.)
B.ROLL CALL
C.INVOCATION - VOTING FIRST
Council Member Esslinger
Invocation #3
D.PLEDGE OF ALLEGIANCE
Grace Lutheran School
E.PRESENTATION
1.Ieva Engel, Executive Director of the Oshkosh Area Humane Society
F.CITIZEN STATEMENTS TO COUNCIL
(Citizens are to address the Council only. Statements are limited to five (5) minutes;
they must address items that are not listed on the Council meeting agenda, are
limited to issues that have an impact on the City of Oshkosh and the Common
Council may address at a future meeting, and must not include endorsements of
any candidates or other electioneering.) If you require more time please inform the
Mayor at the beginning of your presentation.
G.CONSENT AGENDA ITEMS
(Consent Agenda items are those items of a routine administrative nature that are
voted on by the Council in a single roll call vote. Staff recommends approval of all
items. Any member of the public or Common Council may request that an item be
removed from the Consent Agenda for discussion.)
2.Report of Bills
3.November 2024 Financial Report
4.Receipt & Filing of Minutes - Common Council
5.Receipt & Filing of Minutes - Library Board, 11.21.2024
6.Receipt & Filing of Minutes - Museum Arts and Culture Board, 11.13.2024
7.Res 25-01 Approve CIP Budget Amendment and Change Order No. 1 (Final) for Public Works
Contract No. 22-01 Bowen Street Sanitary Interceptor Sewer and Storm Sewer
Construction / PTS Contractors, Inc. (+$360,961.18)
8.Res 25-02 Approve Amendment No. 1 to Professional Services Agreement with Strand
Associates, Inc. for Construction-Related Services for Sawyer Creek Watershed Rural
II Detention Basin (+$250,000)
9.Res 25-03 Approve Professional Services Agreement with Donohue & Associates, Inc. for
Wastewater Treatment Plant Tertiary Treatment Filtration Facility Design ($976,585)
10.Res 25-04 Award Bid to Martelle Water Treatment, Inc. for Rare Earth Chloride Solution for the
Wastewater Treatment Plant for 2025 ($705,600)
11.Res 25-05 Approve Change Order No. 1 for Public Works Contract No. 24-21 Wastewater
Treatment Plant Secondary Clarifiers No. 2 and No. 4 Improvements / August Winter
& Sons, Inc. (+$120,341)
12.Res 25-06 Award Bid for Public Works Contract No. 24-17 and Assign Xylem Water Solutions
USA, Inc's Public Works Contract No. 23-19 Equipment Purchase Contract to August
Winter & Sons, Inc. for Water Filtration Plant Ozone and SCADA Systems
Replacement ($12,482,271.24)
13.Res 25-07 Award Bid to Sure-Fire Inc. for Safety Building HVAC Improvements for General
Services ($549,735.00)
14.Res 25-08 Approve Special Event - Otter Street Fishing Club to Utilize Menominee Park and
Millers Bay for the Otter Street Winter Fisheree, February 1, 2025
15.Res 25-09 Approve Special Event - Battle on Bago Foundation to Utilize Menominee Park and
City Streets for the Battle on Bago Fishing Tournament, February 14-15, 2025
16.Res 25-10 Approve Special Event - Bay Lakes Scout Council Twin Lakes District to Utilize
Menominee Park for the Bay-Lakes, Twin Lakes District Cub Scout Fishing Event, June
7, 2025
17.Res 25-11 Approve Special Event - Wisconsin Area Literacy Council to Utilize Opera House
Square for the WALC Yard Sale and Fundraiser, June 7, 2025
18.Res 25-12 Approve Special Event - Otter Street Fishing Club and Battle on Bago Foundation to
Utilize Menominee Park and Millers Bay for the Otter Street / Battle on Bago Walleye
Tournament, June 12 thorugh15, 2025
19.Res 25-13 Approve Special Event - Oshkosh YMCA to Utilize City Streets for the Oshkosh
Century Bike Ride, June 22, 2025
20.Res 25-14 Approve Special Event - Otter Street Fishing Club to Utilize Menominee Park for the
Otter Street Kids Fisheree, August 9, 2025
21.Res 25-15 Approve Agent Change - Kwik Trip
22.Res 25-16 Reassign Polling Place/District 13
H.ITEMS REMOVED FROM CONSENT AGENDA
I.PENDING ORDINANCES
23.Ord 25-17 Approve Zone Change from Institutional (I) District to Urban Mixed Use District (UMU)
for Part of 240 Algoma Boulevard (Plan Commission Recommends Approval)
J.NEW RESOLUTIONS
24.Res 25-18 Amend Fee Schedule for Sanitary Sewer Use Charges for Hauled Waste Charges
25.Res 25-19 Approve Amendment to Agreement Between City of Oshkosh/GO Transit and Fox
Valley Technical College Extending Term of Agreement for Student Ridership Through
December 31, 2025
26.Res 25-20 Approve Preliminary Plat for the Creation of an 18-Lot Single-Family Residential
Subdivision at the Former Washington School Property, 929 Winnebago Avenue (Plan
Commission Recommends Approval)
27.Res 25-21 Approve Installation of New Sidewalk:
Bay Shore Drive, South Side, from Broad Street to Mill Street
Bay Street, Both Sides, from Bay Shore Drive to Lake Winnebago
28.Res 25-22 Determination of Necessity to Acquire and Approve and Execute Relocation Order
for Partial Land Acquisitions of 3277 and 3290 Meadowbrook Road
K.COUNCIL DISCUSSION, DIRECTION TO CITY MANAGER & FUTURE AGENDA ITEMS
29.Discussion and Direction to City Manager
A.West 7th Avenue Update
B.Special Meeting with Oshkosh Taxpayers, Council, and City Staff Regarding Recent
Property Tax Bill (Esslinger)
C.Procedure for Council Members to Place Items on a Council Agenda (Esslinger)
30.Future Agenda Items, Meetings, and Workshops
L.COUNCIL MEMBER ANNOUNCEMENTS & STATEMENTS
M.CITY MANAGER ANNOUNCEMENTS & STATEMENTS
31.Cooperative Purchase of CAD Mobile Workstations for Various Departments
($25,110.00)
32.Cooperative Purchase of 2025 Desktop and Laptops for Various Departments
($73,698.00)
33.Professional Services Agreement with Total Security and Safety Inc. for Loss
Prevention Services ($74,000.00)
34.Professional Services Agreement with AECOM for 2025 Pavement Condition Survey
($38,725)
35.Professional Service Agreement with GRAEF for the City of Oshkosh Sustainability Plan
2025 ($60,000)
36.Outstanding Issues
N.ADJOURN
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Ieva Engel, Executive Director of the Oshkosh Area Humane Society
A t t a chment sAttachments
Presentation - Oshkosh Area Humane Society
Fostering a Better Future: The Impact of
OAHS
2024
OUR MISSION
To provide compassionate
care and comfort to
animals in need and to
build a community that
promotes humane
treatment of all animals.
History
•Founded in 1991 as Friends of the Shelter, the Mission
was focused on assisting the government-run City of
Oshkosh Animal Shelter.
•In 1998 the name of the organization was officially
changed to the Oshkosh Area Humane Society
•In 2005 OAHS moved to its current 13,000 sq. ft.
facility at 1925 Shelter Ct.
•In 2009 OAHS made a pledge to be a Life Saving
organization
Shelter Statistics
1/1/24-12/31/24
•47 full time and part time employees
•Operating budget of ~$2 mil
•OAHS served 3009 animals
•OAHS took in 918 stray animals
–642 cats, 256 dogs and 20 small mammals
•OAHS took in 683 owner surrendered animals
–506 cats, 69 dogs and 108 small mammals
•OAHS placed 1,362 animals into loving homes
–1031 cats, 161 dogs, and 170 small mammals
•OAHS reunited 276 stray animals with their families
Services and Programs
•Contracted Services
•Take in/care for stray animals in the City of Oshkosh and other areas
•Reunite lost animals with their families
•Give animals not redeemed the chance for adoption
•Provide on-call animal pickup services for City of Oshkosh
•Perform law-mandated bite holds, quarantines and impounds for the
City Of Oshkosh
•Matchmaking and Adoptions
•Behavior/temperament-based matchmaking to facilitate long term
success
•Post adoption support
Services and Programs
•Animal medical care and wellness maintenance
•Vaccinations, spay/neuter and treatment for any existing conditions
•Specialty Senior Care--medical needs of animals with advanced age
(blood panels, dental work, arthritis management)
•Shy Cat Program
•OAHS is unique in that we have a program and a position solely
dedicated to undersocialized/fearful cats
•Canine Crusader Program--A volunteer-led program to help all our
dogs (especially our long-standing guests) to become more
adoptable through:
•Focused, consistent and problem-based training
•Enrichment work to reduce the anxiety and kennel regression
•Increased “regular life” activities—car rides, puppuccino trips,
swim lessons, quiet time with their champion
Service to Community
•Low Cost Vaccine/Microchip Clinics
–In 2024 OAHS held 12 vaccination and microchip clinics
–Served 745 animals
•Cat Nail Trims
–Provided service to ~3,600 cats (14,400 paws)
–Drive up clinics
•Rabbit/Guinee Pig Nail Trims
•Food Pantry
–Served 1000+ animals
–The need has increased over the course of last year
•Surrender Prevention
–Assistance with emergency veterinary care/Kept 38 animals with their family
–Behavioral hotline
•Trap-Neuter-Return (TNR)
•Barn Cat Program
Engaging with the Community
•Communicating our Mission via:
–Community Events
•Walk for the Animals
•Halloween, Easter, Adopter Appreciation Events at the Shelter
–Social Media Engagement
•Wednesday Walkthroughs
–Mail Campaigns
–E-Newsletters
•Collaboration with Planet Purrrk Cat Café
–Adopted 108 cats in 2024
Volunteer Programs
•200+ volunteers
•Dog Walkers: Extra dog exercise provided by
volunteers benefits dogs’ physical and mental
wellbeing.
•Cat Socialization: Cats get much-needed petting,
brushing and playtime with volunteers.
•Small Mammal Socialization
•Laundry
•Events
•Garden Projects
•Maintenance Projects
Impact of Our Mission - Hershey
Impact of Our Mission - Marian
Impact of Our Mission - Floyd
Sheltering Trends/Future Challenges
•Nationwide veterinarian shortage
•Increased costs of pet care/inflation
•Increase in number of dogs and cats with behavioral
issues
•Lack of affordable pet-friendly housing
•Increase in animal abandonments/evictions/unclaimed
stray animals.
•Staff burnout
Questions?
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Julie Calmes, Director of Finance
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Report of Bills
B a c k gr oundBackground
The items below are being presented for approval by the Oshkosh Common Council.
These items have been properly audited and certified by the City Comptroller and are herewith
submitted for your allowance in the amount of $22,977,419.77
Bills paid December 6, 13, 20, 2024 and January 3, 2025 $6,893,200.86
Payroll paid December 20, 2024 and January 3, 2025 $2,657,931.94
Regular cycle payables paid throughout the month of
November $12,690,641.62
Regular UMR payables paid throughout the month of
November $582,028.43
Regular UMR payables paid throughout the month of
December $153,616.92
A t t a chment sAttachments
12062024 Checkrun
12132024 Checkrun
Nov and Dec 2024 Vendors
12202024 Checkrun
01032025 Checkrun
CHECK NUMBER CHECK DATE VENDOR NAME AMOUNT
12169 12/06/2024 ADVANTAGE POLICE SUPPLY INC 301.55
12170 12/06/2024 AECOM INC 852.50
12171 12/06/2024 AIRGAS USA LLC 3,231.79
12172 12/06/2024 BAYCOM INC 1,167.50
12173 12/06/2024 BROOKS TRACTOR INC 9,012.31
12174 12/06/2024 CHEMTRADE CHEMICALS US LLC 4,238.70
12175 12/06/2024 CINTAS CORPORATION NO 2 444.65
12176 12/06/2024 CORE AND MAIN LP 1,300.00
12177 12/06/2024 EVOQUA WATER TECHNOLOGIES LLC 7,541.10
12178 12/06/2024 FRANK CONTRACTORS LLC 1,513.35
12179 12/06/2024 GANNETT WISCONSIN LOCALIQ 2,021.28
12180 12/06/2024 GARROW OIL CORP 38,885.70
12181 12/06/2024 GFL ENVIRONMENTAL 186.90
12182 12/06/2024 HOWARD ALLEN DAVIS 1,875.00
12183 12/06/2024 HUNTER SECURITY AND SURVEILLANCE 4,908.24
12184 12/06/2024 HYDRO CORP 8,781.00
12185 12/06/2024 JFTCO INC 10,350.42
12186 12/06/2024 JWC BUILDING SPECIALTIES 15,751.91
12187 12/06/2024 LASER TECHNOLOGY INC 266.50
12188 12/06/2024 MACQUEEN EQUIPMENT, LLC 125.00
12189 12/06/2024 MACQUEEN EQUIPMENT GROUP 265.78
12190 12/06/2024 MOTOROLA SOLUTIONS INC 6,785.00
12191 12/06/2024 OSHKOSH CONVENTION AND VISITORS BUREAU INC 51.64
12192 12/06/2024 PLYMOUTH LUBRICANTS 916.52
12193 12/06/2024 POLYDYNE INC 19,090.00
12194 12/06/2024 POMP'S TIRE SERVICES INC 5,701.11
12195 12/06/2024 QUALITY TRUCK CARE CENTER INC 551.12
12196 12/06/2024 RED SHOES INC 1,500.00
12197 12/06/2024 SERVICEMASTER BLDG MAINTENANCE 5,705.00
12198 12/06/2024 TYLER TECHNOLOGIES INC 33,904.35
12199 12/06/2024 WALLY SCHMID EXCAVATING INC 5,624.70
12200 12/06/2024 WI PUBLIC SERVICE CORP 60,191.50
12201 12/06/2024 WINNEBAGO COUNTY TREASURER 5,182.73
5003641 12/06/2024 ANDY BALTADANO 403.52
5003642 12/06/2024 ARROW AUDIO INC 206.25
5003643 12/06/2024 ART CIY SIGNS LLC 679.94
5003644 12/06/2024 BALLET FOLKLORICO XANHARATI 1,400.00
5003645 12/06/2024 JACOB A OR MICCA L BELKE 11.19
5003646 12/06/2024 BOUND TREE MEDICAL LLC 259.15
5003647 12/06/2024 BRANDON C NIELSEN 24.12
5003648 12/06/2024 CASEY SCHRAGE 36.17
5003649 12/06/2024 CB HOME SOLUTIONS LLC 24.97
5003650 12/06/2024 CHI THAO 82.29
5003651 12/06/2024 CHRISTOPHER WEDELL 31.49
5003652 12/06/2024 COMPASS CONSULTING AND INVESTIGATIONS LLC 4,340.00
5003653 12/06/2024 DAVID JENSEN 40.00
5003654 12/06/2024 DEAN M SMITH 71.48
5003655 12/06/2024 DETECTACHEM INC 10,833.77
5003656 12/06/2024 EMMA DZIENGELESKI 36.18
5003657 12/06/2024 FOCUS PROPERTIES LLC 150.55
5003658 12/06/2024 FOX VALLEY COMMUNICATIONS LLC 475.00
5003659 12/06/2024 GETSETUP INC 15,000.00
5003660 12/06/2024 GIBSON ROOFING LLC 12,900.00
5003661 12/06/2024 GUNDERSON CLEANERS INC 1,798.95
5003662 12/06/2024 STEVEN M HAGEMAN 46.87
5003663 12/06/2024 HEARTLAND BUSINESS SYSTEMS 1,772.13
5003664 12/06/2024 HENRY SCHEIN INC 2,970.75
5003665 12/06/2024 HOLLY MAGRADY 119.13
5003666 12/06/2024 INTOXIMETERS INC 2,225.00
5003667 12/06/2024 JASON KONITZER 66.90
5003668 12/06/2024 JEREMY KRUEGER 38.00
5003669 12/06/2024 K AND C PEST 245.00
5003670 12/06/2024 A. KALMERTON WELDING SUPPLIES 570.20
5003671 12/06/2024 KITZ AND PFEIL POWER CENTER & SERVICE 10,074.00
5003672 12/06/2024 LOCAL MODERN TITLE LLC 58.69
5003673 12/06/2024 M & R RENTALS LLC 9.20
5003674 12/06/2024 MARSHALL J POTTER 250.00
5003675 12/06/2024 MARTELLE WATER TREATMENT INC 42,229.00
5003676 12/06/2024 BRETT MOLASH 21.63
5003677 12/06/2024 NATURAL SOLUTIONS LLC 19,329.00
5003678 12/06/2024 NEENAH HIGH SCHOOL MADRIGAL SINGERS 100.00
5003679 12/06/2024 NICOLET LUMBER COMPANY 261.60
5003680 12/06/2024 ALEX MADISON LLC 100.00
5003681 12/06/2024 DANEK LLC 77.12
5003682 12/06/2024 HERNANDEZ REAL ESTATE LLC 53.00
5003683 12/06/2024 JOHN BOEHME III AND NACARENA NUNEZ-ROCHA 11,477.19
5003684 12/06/2024 JOSH BLANK 15.00
5003685 12/06/2024 PIE INVESTMENTS LLC 5.08
5003686 12/06/2024 POYGAN TOWN OF 17.63
5003687 12/06/2024 TITAN 2019 LLC 21.92
5003688 12/06/2024 WIESE FARM TOWN OF VINLAND LLC 100.00
5003689 12/06/2024 WILDFLOWER DEVELOPMENT GROUP LLC 150.15
5003690 12/06/2024 WINNECONNE TOWN OF 17.63
5003691 12/06/2024 WOODLAND JANICE 78.45
5003692 12/06/2024 PARK PLACE OPTICAL LTD 1,117.00
5003693 12/06/2024 PATRICIA L WOHLT 43.81
5003694 12/06/2024 PAULA JEAN STEINERT 250.00
5003695 12/06/2024 SARA ZIEGELE 7,700.00
5003696 12/06/2024 PREMIER REAL ESTATE MANAGEMENT LLC 6.98
5003697 12/06/2024 PATRICIA RANNEY 389.69
5003698 12/06/2024 RAY OHERRON CO INC 5,922.00
5003699 12/06/2024 REALTORS ASSOCIATION OF NORTHEAST WISCONSIN INC 325.00
5003700 12/06/2024 RETTLER CORPORATION 495.00
5003701 12/06/2024 ROBERT REWOLINSKI 79.06
5003702 12/06/2024 SCOTT CONSTRUCTION INC 349,478.80
5003703 12/06/2024 SHANNON CHEMICAL CORPORATION 9,052.40
5003704 12/06/2024 STERICYCLE INC 313.20
5003705 12/06/2024 ANN YORK 700.00
5003706 12/06/2024 THOMAS R KARRELS PE SC 39,901.00
5003707 12/06/2024 TITAN PROPERTY MANAGEMENT LLC 245.73
5003708 12/06/2024 TODD MUEHRER 20.77
5003709 12/06/2024 TOTAL SECURITY AND SAFETY INC 6,300.00
5003710 12/06/2024 TOWN N COUNTRY TITLE LLC 45.97
5003711 12/06/2024 TYLER MENTINK 547.14
5003712 12/06/2024 UNITED PARCEL SERVICE 94.76
5003713 12/06/2024 US SIGNAL COMPANY LLC 67.11
5003714 12/06/2024 VERIZON WIRELESS 120.21
5003715 12/06/2024 WAUSAU EQUIPMENT COMPANY INC 19,582.02
5003716 12/06/2024 KAREN L WEDDE 33.64
5003717 12/06/2024 DEPARTMENT OF WORKFORCE DEVELOPMENT 9,291.79
5003718 12/06/2024 WRS PROPERTY MANAGEMENT LLC 174.59
851,827.81
CHECK NUMBER CHECK DATE VENDOR NAME AMOUNT
12202 12/13/2024 AECOM INC 8,320.56
12203 12/13/2024 AIRGAS USA LLC 6,078.19
12204 12/13/2024 AURORA HEALTH CARE 2,265.50
12205 12/13/2024 BADGER LAB & ENGINEERNG CO INC 7,172.00
12206 12/13/2024 BELSON CO 2,765.26
12207 12/13/2024 BLUUM OF MINNESOTA LLC 445.00
12208 12/13/2024 BRETT ROBERTSON 99.55
12209 12/13/2024 BROOKS TRACTOR INC 1,143.42
12210 12/13/2024 CARYN BEHLMAN 53.60
12211 12/13/2024 CENTURYLINK 36.56
12212 12/13/2024 CHEMTRADE CHEMICALS US LLC 4,214.35
12213 12/13/2024 CINTAS CORPORATION NO 2 1,292.23
12214 12/13/2024 CONVERGENT CLAIMS SERVICES, LLC 3,025.37
12215 12/13/2024 CORE AND MAIN LP 720.70
12216 12/13/2024 CUMMINS SALES AND SERVICE 2,422.30
12217 12/13/2024 CURT KLASKE 15.00
12218 12/13/2024 DIGITAL PRINTING INNOVATIONS 1,015.00
12219 12/13/2024 DORNER INC 160,379.36
12220 12/13/2024 ENERGY CONTROL AND DESIGN INC 1,103.85
12221 12/13/2024 EVOQUA WATER TECHNOLOGIES LLC 8,629.00
12222 12/13/2024 FIRE APPARATUS & EQUIPMENT INC 531.00
12223 12/13/2024 FRANK CONTRACTORS LLC 3,057.58
12224 12/13/2024 GODFREY AND KAHN SC 17,779.00
12225 12/13/2024 JOHN ZARATE 27.51
12226 12/13/2024 JUSTIFACTS CVS INC 679.48
12227 12/13/2024 KENNETH L GRESSER 30.15
12228 12/13/2024 KONE INC 969.33
12229 12/13/2024 KWIK TRIP INC 1,837.92
12230 12/13/2024 MANDI KATION 100.50
12231 12/13/2024 MARK A ROHLOFF 85.84
12232 12/13/2024 MCC INC 2,079.65
12233 12/13/2024 NORTHERN LAKE SERVICE INC 309.79
12234 12/13/2024 OSHKOSH CONVENTION AND VISITORS BUREAU INC 3,691.63
12235 12/13/2024 PLYMOUTH LUBRICANTS 1,790.20
12236 12/13/2024 PRIMADATA LLC 13,224.39
12237 12/13/2024 QUALITY TRUCK CARE CENTER INC 271,555.92
12238 12/13/2024 HOLIDAY OUTDOOR DECOR 276.75
12239 12/13/2024 RJN GROUP INC 12,435.00
12240 12/13/2024 ROCK OIL REFINING INC 90.00
12241 12/13/2024 SECURIAN FINANCIAL GROUP INC 21,901.48
12242 12/13/2024 STORM COMPANIES INC 1,840.50
12243 12/13/2024 TAPCO INC 9,625.00
12244 12/13/2024 TRACY JUNGWIRTH 567.15
12246 12/13/2024 VALLEY VNA HEALTH SYSTEMS INC 2,462.50
12247 12/13/2024 VERMONT SYSTEMS INC 175.00
12248 12/13/2024 WALLY SCHMID EXCAVATING INC 9,285.00
12249 12/13/2024 WESTWOOD PROFESSIONAL SERVICES INC 620.04
12250 12/13/2024 WI PUBLIC SERVICE CORP 120,418.48
12251 12/13/2024 WINNEBAGO AREA LITERACY COUNCIL 639.87
12252 12/13/2024 WINNEBAGO COUNTY TREASURER 65,968.82
12253 12/13/2024 WINNEBAGO COUNTY DEPARTMENT OF HUMAN SERVICES 50,000.00
12254 12/13/2024 AUGUST WINTER & SONS INC 160,192.49
12255 12/13/2024 ZOLL MEDICAL CORPORATION 1,295.40
5003719 12/13/2024 TRITECH FORENSICS INC 8,705.00
5003720 12/13/2024 AERO INDUSTRIES INC 614.36
5003721 12/13/2024 ASSURANCE TITLE SERVICES INC 10.30
5003722 12/13/2024 AT & T 421.93
5003723 12/13/2024 B AND H PHOTO VIDEO 537.02
5003724 12/13/2024 B AND P MECHANICAL INC 49,850.00
5003725 12/13/2024 BLUE FROG PROPERTY MANAGEMENT LLC 78.31
5003726 12/13/2024 BOUND TREE MEDICAL LLC 2,765.11
5003727 12/13/2024 BRITTNEY MEYER 10.72
5003728 12/13/2024 CAMERA CORNER CONNECTING POINT 15,684.00
5003729 12/13/2024 CARDINAL CONSTRUCTION CO INC 19,305.07
5003730 12/13/2024 CFA SOFTWARE 600.00
5003731 12/13/2024 CHRIS HAEDT 62.31
5003732 12/13/2024 COURTNEY SCOLES 232.53
5003733 12/13/2024 CRAIG A RAMTHUN 20.10
5003734 12/13/2024 DR J J MARSH LTD 708.00
5003735 12/13/2024 EMERGENCY RESPONSE SPECIALISTS LLC 1,868.00
5003736 12/13/2024 EMSAR INC 47.77
5003737 12/13/2024 EXPERT TOWING & RECOVERY 142.00
5003738 12/13/2024 FEHR GRAHAM AND ASSOCIATES 4,900.00
5003739 12/13/2024 FLOORQUEST LLC 20,891.79
5003740 12/13/2024 GALLS LLC 658.31
5003741 12/13/2024 GENERAL BEER NORTHEAST INC 2,865.47
5003742 12/13/2024 GRAEF USA INC 8,272.25
5003743 12/13/2024 GRAYS INC 872.00
5003744 12/13/2024 HENRY SCHEIN INC 1,421.28
5003745 12/13/2024 HOUSE OF FLOWERS 3,116.66
5003746 12/13/2024 HRNAKS 4,987.03
5003747 12/13/2024 INCHECK INC 273.00
5003748 12/13/2024 JACOB DEDERING 16.08
5003749 12/13/2024 JESSE BARRETTE 105.19
5003750 12/13/2024 KANE COMMUNICATIONS GROUP 37,016.13
5003751 12/13/2024 KLINK HYDRAULICS 427.14
5003752 12/13/2024 KODI PARKER 185.59
5003753 12/13/2024 KYLE ROBERTS 76.88
5003754 12/13/2024 LEIGH SCHUH 19.43
5003755 12/13/2024 RELX INC 315.00
5003756 12/13/2024 LORI LECKER 196.78
5003757 12/13/2024 JERICHO ROAD MINISTRIES INC 15,371.00
5003758 12/13/2024 MARIA FLETCHER 36.18
5003759 12/13/2024 MARTELLE WATER TREATMENT INC 41,745.00
5003760 12/13/2024 MIDWEST REALTY MANAGEMENT INC 53.94
5003761 12/13/2024 MILWAUKEE TRANSPORT SERVICES INC 12,985.06
5003762 12/13/2024 MURPHY DESMOND SC 1,095.00
5003763 12/13/2024 ABSOLUTE SOFTWARE INC 466.45
5003764 12/13/2024 NORCON CORPORATION 545,219.50
5003765 12/13/2024 NORTHCENTRAL TECHNICAL COLLEGE 375.00
5003766 12/13/2024 NORTHSTAR DENTAL GROUP OF THE FOX CITIES 4,760.00
5003767 12/13/2024 OFFICE OF JONATHAN TATE LLC 38,250.00
5003768 12/13/2024 OPERATION DREAM NORTH INC 3,254.75
5003769 12/13/2024 OSHKOSH AREA SCHOOL DISTRICT 2,042.15
5003770 12/13/2024 CITY OF OSHKOSH 50.00
5003771 12/13/2024 OSHKOSH HEATING AND AIR LLC 94.00
5003772 12/13/2024 OSHKOSH HERALD LLC 4,071.59
5003773 12/13/2024 PARK 'N PRINT INC 282.00
5003774 12/13/2024 PIE INVESTMENTS LLC 10.72
5003775 12/13/2024 PINE INVESTMENTS OF OSHKOSH LLP 32.27
5003776 12/13/2024 RAMBOLL AMERICAS ENGINEERING SOLUTIONS INC 2,978.31
5003777 12/13/2024 RANDY PETERSON 600.00
5003778 12/13/2024 RAYS SANITATION LLC 260.00
5003779 12/13/2024 ADAM J REICHENBERGER 50.64
5003780 12/13/2024 RUESCH MANAGEMENT 31.62
5003781 12/13/2024 RYAN BUSCHING 25.46
5003782 12/13/2024 SALZER SIDING INC 20,000.00
5003783 12/13/2024 SOPER PROPERTIES LLC 13.76
5003784 12/13/2024 SOUTHSIDE TIRE CO INC 15,076.01
5003785 12/13/2024 STAR PROPERTIES OF OSHKOSH LLC 32.45
5003786 12/13/2024 STEWART TITLE COMPANY 5,000.00
5003787 12/13/2024 STRATZS PIANO SERVICE 98.00
5003788 12/13/2024 T MOBILE 13,553.73
5003789 12/13/2024 THE HOME DEPOT PRO 491.56
5003790 12/13/2024 THOMAS G KUMBIER 200.00
5003791 12/13/2024 TITAN PROPERTY MANAGEMENT LLC 102.11
5003792 12/13/2024 TOYS FOR TRUCKS INC 1,257.86
5003793 12/13/2024 THAM THI TRAN\166.56
5003794 12/13/2024 UNITED MAILING SERVICE INC 744.59
5003795 12/13/2024 UNITED PARCEL SERVICE 107.15
5003796 12/13/2024 VERIZON WIRELESS 1,758.82
5003797 12/13/2024 WATER CITY PROPERTIES LLC 73.55
5003798 12/13/2024 WDATCP 816.00
5003799 12/13/2024 WI RURAL WATER ASSOCIATION 110.00
5003800 12/13/2024 WILLIAM GREEN 7,560.00
5003801 12/13/2024 WOODSTOCK VILLAGE OSHKOSH LLC 25.70
5003802 12/13/2024 WRIGHT WEBER MANAGEMENT LLC 6.10
1,916,353.30
CHECK NUMBER CHECK DATE VENDOR NAME AMOUNT
12256 12/19/2024 ABDO SPOTLIGHT MAGIC WAGON 1,183.60
12257 12/19/2024 BAKER & TAYLOR BOOKS 7,773.94
12258 12/19/2024 BLOCK IRON AND SUPPLY COMPANY INC 867.40
12259 12/19/2024 CONSTELLATION NEWENERGY 440.36
12260 12/19/2024 DIGITAL PRINTING INNOVATIONS 12.50
12261 12/19/2024 CENGAGE LEARNING INC 847.23
12262 12/19/2024 GENERAL BOOK COVERS 509.45
12263 12/19/2024 GFL ENVIRONMENTAL 763.98
12264 12/19/2024 GORDON FLESCH COMPANY INC 478.44
12265 12/19/2024 MIDWEST TAPE LLC 6,864.76
12266 12/19/2024 PINGRY-CASWELL INC 568.44
12267 12/19/2024 STAPLES 45.22
5003803 12/19/2024 BEEZ ELECTRIC INC 1,046.43
5003804 12/19/2024 DEMCO INC 7,042.63
5003805 12/19/2024 FLOORQUEST LLC 2,692.29
5003806 12/19/2024 GARTMAN MECHANICAL SERVICES 4,857.41
5003807 12/19/2024 GRAINGER INC 218.45
5003808 12/19/2024 HOUCHEN BINDERY LTD 435.60
5003809 12/19/2024 HOUSE OF FLOWERS 600.95
5003810 12/19/2024 INFOUSA MARKETING INC 4,620.00
5003811 12/19/2024 INGRAM LIBRARY SERVICES 90.10
5003812 12/19/2024 JOE BONGERS 100.03
5003813 12/19/2024 KENT ADHESIVE PRODUCTS COMPANY 374.00
5003814 12/19/2024 KITZ AND PFEIL INC 278.88
5003815 12/19/2024 LANDSCAPE SOLUTIONS BY MICHAEL KIRSCH LLC 360.00
5003816 12/19/2024 PLAYAWAY PRODUCTS LLC 4,676.96
5003817 12/19/2024 RIESTERER & SCHNELL INC 383.12
5003818 12/19/2024 UNIQUE MANAGEMENT SERVICES 710.70
5003819 12/19/2024 ETHEL EVERHARD MEMORIAL LIBRARY 14.39
5003820 12/19/2024 WINNEFOX LIBRARY SYSTEM 13,257.91
12324 12/20/2024 AIRGAS USA LLC 3,183.84
12325 12/20/2024 AVI-SPL LLC 2,980.00
12326 12/20/2024 AXON ENTERPRISE INC 244.80
12327 12/20/2024 BAYCOM INC 2,054.80
12328 12/20/2024 BLUUM OF MINNESOTA LLC 2,440.00
12329 12/20/2024 CARRICO AQUATIC RESOURCES INC 608.27
12330 12/20/2024 CASEY M CANADY 8.04
12331 12/20/2024 CENTURY FENCE COMPANY 18,175.00
12332 12/20/2024 CHEMTRADE CHEMICALS US LLC 4,235.75
12333 12/20/2024 CINTAS CORPORATION NO 2 333.37
12334 12/20/2024 CONSTELLATION ENERGY SERVICES 4,960.56
12335 12/20/2024 DFI SOLUTIONS IN PRINT INC 4,311.47
12336 12/20/2024 DIANE BARTLETT 247.28
12337 12/20/2024 ENERGENECS INC 580.00
12338 12/20/2024 ENVISIONINK PRINTING SOLUTIONS INC 5,762.05
12339 12/20/2024 FERGUSON WATERWORKS #1476 128.80
12340 12/20/2024 FRANK CONTRACTORS LLC 6,115.16
12341 12/20/2024 FRANK'S RADIO SERVICE INC 4,642.87
12342 12/20/2024 GARROW OIL CORP 17,233.65
12343 12/20/2024 JIM FISCHER INC 25,000.00
12344 12/20/2024 KEMIRA WATER SOLUTIONS INC 10,277.29
12345 12/20/2024 LAFORCE INC 8,403.16
12346 12/20/2024 MACQUEEN EQUIPMENT GROUP 4,920.14
12347 12/20/2024 MCC INC 6,680.91
12348 12/20/2024 METRO MILWAUKEE FAIR HOUSING COUNCIL 10,207.66
12349 12/20/2024 MONROE TRUCK EQUIPMENT 674.57
12350 12/20/2024 OSHKOSH CITY CAB CO INC 98,709.50
12351 12/20/2024 OSHKOSH CONVENTION AND VISITORS BUREAU INC 96,850.07
12352 12/20/2024 OSHKOSH FIRE & POLICE EQP INC 104,250.00
12353 12/20/2024 PACKER CITY INTL TRUCKS INC 103,180.50
12354 12/20/2024 PLYMOUTH LUBRICANTS 1,784.66
12355 12/20/2024 POLYDYNE INC 6,468.00
12356 12/20/2024 POMP'S TIRE SERVICES INC 6,967.76
12357 12/20/2024 P T S CONTRACTORS INC 450,100.88
12358 12/20/2024 PVS TECHNOLOGIES INC 4,464.20
12359 12/20/2024 QUALITY TRUCK CARE CENTER INC 1,581.54
12360 12/20/2024 REINDERS INC 195.54
12361 12/20/2024 ROGAN'S SHOES 726.99
12362 12/20/2024 SHI INTERNATIONAL CORP 659.96
12363 12/20/2024 SHORT ELLIOTT HENDRICKSON INC 21,616.80
12364 12/20/2024 SPEEDY CLEAN DRAIN & SEWER 26,279.18
12365 12/20/2024 TYLER TECHNOLOGIES INC 8,957.97
12366 12/20/2024 VANGUARD COMPUTERS INC 606.00
12367 12/20/2024 WI PUBLIC SERVICE CORP 3,017.81
12368 12/20/2024 WINNEBAGO COUNTY TREASURER 207.76
12369 12/20/2024 WINNEBAGO COUNTY TREASURER 150.00
12370 12/20/2024 AUGUST WINTER & SONS INC 3,821.00
5003821 12/20/2024 ROBERT ADAMS 339.66
5003822 12/20/2024 ADVANTAGE PEST CONTROL 150.00
5003823 12/20/2024 ALASKA ZOO 624.27
5003824 12/20/2024 AMERICAN CONSERVATION & BILLING SOLUTIONS INC 4,161.00
5003825 12/20/2024 ASSURANCE TITLE SERVICES INC 31.72
5003826 12/20/2024 AT & T 646.99
5003827 12/20/2024 BLUE FROG PROPERTY MANAGEMENT LLC 269.07
5003828 12/20/2024 BOUND TREE MEDICAL LLC 10,082.34
5003829 12/20/2024 CASS INFORMATION SYSTEMS 47.75
5003830 12/20/2024 CENTRAL NEBRASKA PACKING INC 2,999.33
5003831 12/20/2024 CLINT FETTIG 18.76
5003832 12/20/2024 DEBRA J DAMICO 58.69
5003833 12/20/2024 DAVE MONTALBANO 109.48
5003834 12/20/2024 DUNCAN SOLUTIONS LLC 9,365.10
5003835 12/20/2024 EMSAR INC 479.22
5003836 12/20/2024 ENVIRONMENTAL HAZARDS SERV LLC 57.60
5003837 12/20/2024 EVERSON AND GIBBS LLC 810.00
5003838 12/20/2024 FEDERAL EXPRESS CORP 1,205.55
5003839 12/20/2024 FOLSKE ELECTRICAL SERVICES LLC 11,181.00
5003840 12/20/2024 FOX VALLEY IRON METAL AND AUTO SALVAGE INC 60.00
5003841 12/20/2024 FOX VALLEY TECH COLLEGE 1,265.00
5003842 12/20/2024 FOX VALLEY TECH COLLEGE 590.00
5003843 12/20/2024 FOX VALLEY TECH COLLEGE 394.00
5003844 12/20/2024 GALLS LLC 201.95
5003845 12/20/2024 GUARANTY TITLE SERVICES INC 44.30
5003846 12/20/2024 HANSON DESIGN GROUP LLC 6,200.00
5003847 12/20/2024 MATTHEW HARPER 105.00
5003848 12/20/2024 HEARTLAND BUSINESS SYSTEMS LLC 17,937.45
5003849 12/20/2024 HENRY SCHEIN INC 2,087.05
5003850 12/20/2024 JASON ELLIS 13.40
5003851 12/20/2024 NOEL PRODUCTIONS LLC 2,400.00
5003852 12/20/2024 A. KALMERTON WELDING SUPPLIES 521.09
5003853 12/20/2024 KIESLER POLICE SUPPLY INC 12,100.00
5003854 12/20/2024 KLINK HYDRAULICS 188.56
5003855 12/20/2024 LAI LTD 684.18
5003856 12/20/2024 LAURA SCHOEPKE 40.46
5003857 12/20/2024 NORTHERN MANAGEMENT LLC 65.77
5003858 12/20/2024 NORTHERN TELEPHONE & DATA CORP 195.50
5003859 12/20/2024 ERIKA FRALISH 15.00
5003860 12/20/2024 ANDREW LLOYD 20.00
5003861 12/20/2024 ANTHONY CHAPMAN 30.00
5003862 12/20/2024 BAILEY STENSON 30.00
5003863 12/20/2024 BARBARA REPP 10.00
5003864 12/20/2024 BRENDA REINKE 10.00
5003865 12/20/2024 CLARISABEL SANTIAGO 15.00
5003866 12/20/2024 DAT NYGUYEN 15.00
5003867 12/20/2024 GERI CAULEY 10.00
5003868 12/20/2024 JARED DELAET 15.00
5003869 12/20/2024 JENNIFER HEWITT 15.00
5003870 12/20/2024 JONATHAN ELEA 30.00
5003871 12/20/2024 K&P DEVELOPMENT LLC 2,503.00
5003872 12/20/2024 LANCE HUGHLEY 20.00
5003873 12/20/2024 MIDSTATE AMUSEMENT GAMES LLC 30.00
5003874 12/20/2024 PETRA CAMPOS 15.00
5003875 12/20/2024 PHIL HAUSHALTER 20.00
5003876 12/20/2024 REBECCA JACKELI DAVIS 15.00
5003877 12/20/2024 SHAUNE HIMMLER 5.00
5003878 12/20/2024 SHEILA LA BRIE 10.00
5003879 12/20/2024 TYLER SMITH 15.00
5003880 12/20/2024 WATER CITY POOL & SPA LLC 15.00
5003881 12/20/2024 OSHKOSH AREA SCHOOL DISTRICT 5,154.11
5003882 12/20/2024 CITY OF OSHKOSH 70.00
5003883 12/20/2024 CITY OF OSHKOSH 30.51
5003884 12/20/2024 CITY OF OSHKOSH 72.75
5003885 12/20/2024 PUBLIC SERVICE COMMISSION OF WI 1,328.03
5003886 12/20/2024 ROBERT REWOLINSKI 44.22
5003887 12/20/2024 SABR ENTERPRISES LLC 27.61
5003888 12/20/2024 SALZER SIDING INC 16,180.00
5003889 12/20/2024 DAVID SCHRUBBE 2,457.93
5003890 12/20/2024 SCOTT FOOTIT 82.80
5003891 12/20/2024 SCOTT SMITH 10.72
5003892 12/20/2024 STANDARD FORWARDING LLC 685.88
5003893 12/20/2024 STEVEN J SCHAUZ 67.96
5003894 12/20/2024 STEVEN SCHIMMEL-OLSON 418.62
5003895 12/20/2024 THE HOME DEPOT PRO 64.32
5003896 12/20/2024 THE HOME DEPOT PRO 55.88
5003897 12/20/2024 THE TITLE EXCHANGE 84.13
5003898 12/20/2024 TOWN N COUNTRY TITLE LLC 156.00
5003899 12/20/2024 TROY BRANDL 20.00
5003900 12/20/2024 UNISET LLC 4,319.81
5003901 12/20/2024 WI STATE LABORATORY OF HYGIENE 29.00
5003902 12/20/2024 UNITED PARCEL SERVICE 86.85
5003903 12/20/2024 DIANE WENDTLANDT 38.88
5003904 12/20/2024 WI DEPT OF FIN. INSTITUTIONS 20.00
5003905 12/20/2024 WI DEPT OF TRANSPORTATION 1,451.62
5003906 12/20/2024 WI STATE FIRE CHIEFS ASSOCIATION INC 338.07
5003907 12/20/2024 WISCONSIN SHORING & SUPPLY INC 3,329.62
5003908 12/20/2024 CHOUAYENG OR MAICHAO YANG 45.97
5003909 12/20/2024 SAMANTHA ZAMESNIK/BRITNEY R RACINE 99.67
1,274,485.93
CHECK NUMBER CHECK DATE VENDOR NAME AMOUNT
12371 01/03/2025 ACCESS ELEVATOR INC 1,500.00
12372 01/03/2025 AIRGAS USA LLC 3,851.47
12373 01/03/2025 ANTHONY L NEUMANN 52.40
12374 01/03/2025 AXCEL TECHNOLOGY LLC 10,998.00
12375 01/03/2025 BAKER & TAYLOR BOOKS 890.56
12376 01/03/2025 BAYCOM INC 997.75
12377 01/03/2025 BROOKS TRACTOR INC 2,420.13
12378 01/03/2025 CARYN BEHLMAN 107.20
12379 01/03/2025 CHEMTRADE CHEMICALS US LLC 4,240.92
12380 01/03/2025 CINTAS CORPORATION NO 2 1,460.14
12381 01/03/2025 CINTAS FIRE 636525 1,867.99
12382 01/03/2025 CIVICPLUS LLC 28,032.07
12383 01/03/2025 CONSTELLATION ENERGY SERVICES 8,564.38
12384 01/03/2025 IMAGE 360 INC 424.85
12385 01/03/2025 DORNER INC 911,404.61
12386 01/03/2025 ENERGY SOLUTION PARTNERS LLC 19,521.67
12387 01/03/2025 ENVIROTECH EQUIPMENT 1,932.24
12388 01/03/2025 E S R I INC 60,250.00
12389 01/03/2025 FERGUSON WATERWORKS #1476 18,092.00
12390 01/03/2025 FIRE APPARATUS & EQUIPMENT INC 449.90
12391 01/03/2025 FIRELINE SPRINKLER CORPORATION 2,100.00
12392 01/03/2025 FRANK CONTRACTORS LLC 1,528.79
12393 01/03/2025 CENGAGE LEARNING INC 290.31
12394 01/03/2025 GFL ENVIRONMENTAL 961.26
12395 01/03/2025 GORDON FLESCH COMPANY INC 411.02
12396 01/03/2025 HYDRO CORP 8,781.00
12397 01/03/2025 JACOBS ENGINEERING GROUP INC 652,497.83
12399 01/03/2025 LINCOLN CONTRACTORS SUPPLY INC 141.51
12400 01/03/2025 MACCO'S COMMERCIAL INTERIORS 1,123.00
12401 01/03/2025 MACQUEEN EQUIPMENT GROUP 6,515.87
12402 01/03/2025 MCC INC 2,542.21
12403 01/03/2025 MENARDS INC 199.96
12404 01/03/2025 MIDWEST TAPE LLC 858.20
12405 01/03/2025 MONROE TRUCK EQUIPMENT 2,615.71
12406 01/03/2025 MOTOROLA SOLUTIONS INC 82,360.11
12407 01/03/2025 NORTHERN LAKE SERVICE INC 2,651.06
12408 01/03/2025 OSHKOSH CONVENTION AND VISITORS BUREAU INC 12,408.50
12409 01/03/2025 OSHKOSH FIRE & POLICE EQP INC 3,475.00
12410 01/03/2025 PLYMOUTH LUBRICANTS 3,137.76
12411 01/03/2025 POMP'S TIRE SERVICES INC 2,926.00
12412 01/03/2025 QUALITY TRUCK CARE CENTER INC 2,100.12
12413 01/03/2025 RAMAKER & ASSOCIATES INC 2,175.00
12414 01/03/2025 RNOW INC 271.47
12415 01/03/2025 SEILER INSTRUMENT AND MFG CO INC 395.18
12416 01/03/2025 SERVICEMASTER BLDG MAINTENANCE 4,760.00
12417 01/03/2025 SHI INTERNATIONAL CORP 2,701.44
12418 01/03/2025 SPEEDY CLEAN DRAIN & SEWER 12,684.61
12419 01/03/2025 STRAND ASSOCIATES INC 7,480.53
12420 01/03/2025 VANGUARD COMPUTERS INC 28,713.00
12421 01/03/2025 VINTON CONSTRUCTION INC 140,483.29
12422 01/03/2025 WALLY SCHMID EXCAVATING INC 4,885.00
12423 01/03/2025 WASTE MANAGEMENT OF WI-MN 289,405.80
12424 01/03/2025 WESTWOOD PROFESSIONAL SERVICES INC 623.16
12425 01/03/2025 WI PUBLIC SERVICE CORP 32,538.04
12426 01/03/2025 WINNEBAGO COUNTY TREASURER 116.46
5003910 01/03/2025 JFTCO INC 650.00
5003911 01/03/2025 1 N MAIN LLC 168.46
5003912 01/03/2025 4 IMPRINT 1,278.70
5003913 01/03/2025 ACCU COM INC 255.00
5003914 01/03/2025 AERO INDUSTRIES INC 2,270.49
5003915 01/03/2025 ALEXANDER CHEMICAL CORPORATION 31,383.00
5003916 01/03/2025 B AND H PHOTO VIDEO 26,681.74
5003917 01/03/2025 BEEZ ELECTRIC INC 896.31
5003918 01/03/2025 BLACK DIAMOND WI LLC 31,693.75
5003919 01/03/2025 BOUND TREE MEDICAL LLC 152.44
5003920 01/03/2025 CAMERA CORNER CONNECTING POINT 5,766.25
5003921 01/03/2025 CASEY WANGARD 552.17
5003922 01/03/2025 CELLEBRITE INC 11,000.00
5003923 01/03/2025 CENTER POINT LARGE PRINT 438.66
5003924 01/03/2025 CHERYL SELL 45.00
5003925 01/03/2025 CHI THAO 20.00
5003926 01/03/2025 CHRIS HAEDT 76.38
5003927 01/03/2025 COLIN IRWIN 45.00
5003928 01/03/2025 DAVEL ENGINEERING AND ENVIRONMENTAL INC 5,903.25
5003929 01/03/2025 DECATUR ELECTRONICS LLC 4,770.00
5003930 01/03/2025 DEMCO INC 7,395.72
5003931 01/03/2025 DESTINY SOFTWARE INC 6,700.00
5003932 01/03/2025 DONOHUE & ASSOCIATES INC 132,569.23
5003933 01/03/2025 E PLAN EXAM 2,600.00
5003934 01/03/2025 EXPERT TOWING & RECOVERY 189.60
5003935 01/03/2025 FEDERAL EXPRESS CORPORATION 184.00
5003936 01/03/2025 FEHR GRAHAM AND ASSOCIATES 2,500.00
5003937 01/03/2025 FILEONQ INTEGRATED SOFTWARE 3,720.60
5003938 01/03/2025 FOX VALLEY MEP INC 1,000.00
5003939 01/03/2025 GALLS LLC 292.52
5003940 01/03/2025 GARTMAN MECHANICAL SERVICES 4,386.18
5003941 01/03/2025 GREATAMERICA FINANCIAL SVCS 188.27
5003942 01/03/2025 HASTINGS AIR ENERGY CONTRL INC 385.00
5003943 01/03/2025 HENRY SCHEIN INC 1,724.95
5003944 01/03/2025 ITW FOOD EQUIPMENT LLC 166.00
5003945 01/03/2025 HYDROCLEAN EQUIPMENT INC 1,478.45
5003946 01/03/2025 INGRAM LIBRARY SERVICES 39.87
5003947 01/03/2025 INTERNATIONAL ECONOMIC DEVELOPMENT COUNCIL 385.00
5003948 01/03/2025 JIM KOEPNICK PHOTOGRAPHY LLC 625.00
5003949 01/03/2025 JON MATULLE 45.00
5003950 01/03/2025 PEST BADGER OSHKOSH 50.00
5003951 01/03/2025 KANE COMMUNICATIONS GROUP 44,619.95
5003952 01/03/2025 KITZ AND PFEIL INC 169.91
5003953 01/03/2025 KLINK HYDRAULICS 188.78
5003954 01/03/2025 LOGAN MAYNARD 45.00
5003955 01/03/2025 MOUNTAIN BAY SCUBA 2,080.00
5003956 01/03/2025 NICKOLS ROOFING LLC 10,576.65
5003957 01/03/2025 CITY OF OSHKOSH 750.00
5003958 01/03/2025 CITY OF OSHKOSH 2,035.00
5003959 01/03/2025 CITY OF OSHKOSH UTILITIES 63.89
5003960 01/03/2025 PARK 'N PRINT INC 48.75
5003961 01/03/2025 PAULA JEAN STEINERT 250.00
5003962 01/03/2025 PENCCO INC 7,113.50
5003963 01/03/2025 RIESTERER & SCHNELL INC 464.75
5003964 01/03/2025 RIESTERER & SCHNELL INC 217.06
5003965 01/03/2025 ROXY SUPPER CLUB 1,125.00
5003966 01/03/2025 RYNE SCOPP 20.00
5003967 01/03/2025 SARAH DANAHY 877.50
5003968 01/03/2025 SETH MEIER 259.02
5003969 01/03/2025 SMA CONSTRUCTION SERVICES LLC 43,978.68
5003970 01/03/2025 STERICYCLE INC 334.17
5003971 01/03/2025 STREICHER'S 329.00
5003972 01/03/2025 THE HOME DEPOT PRO 10.90
5003973 01/03/2025 ANN YORK 700.00
5003974 01/03/2025 THOMAS R KARRELS PE SC 33,903.00
5003975 01/03/2025 UNITED DATA TECH LLC 460.96
5003976 01/03/2025 U W STEVENS POINT 575.00
5003977 01/03/2025 UNITED PARCEL SERVICE 209.19
5003978 01/03/2025 US BANK TRUST 500.00
5003979 01/03/2025 VERIZON WIRELESS 120.11
5003980 01/03/2025 WILLIAM GREEN 10,450.00
5003981 01/03/2025 WINNEFOX LIBRARY SYSTEM 3,469.58
2,850,533.82
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :November 2024 Financial Report
A t t a chment sAttachments
November 2024 Financial Reports
Finance Department
City Hall, 215 Church Avenue P.O. Box 1130 Oshkosh, WI 54903-1130 920.236.5005 http://www.ci.oshkosh.wi.us
January 14, 2025
Honorable Mayor and Members of the Common Council
City of Oshkosh, Wisconsin
Honorable Mayor and Members of the Common Council,
Attached are the Monthly Financial Reports for City for the month of November 2024.
Respectfully submitted,
Julie Calmes,
Finance Director
JC
Enc
GENERAL FUND REVENUES
UNAUDITED BUDGET STATEMENT
FOR THE MONTH ENDED NOVEMBER 30, 2024
REVENUE CATEGORY BUDGET YEAR TO DATE NOVEMBER 2023 % BUDGET BUDGET YEAR TO DATE NOVEMBER 2024 % BUDGET
0100 - GENERAL FUND ($52,282,700)($48,974,472)($8,968,512)93.67%($56,659,327)($54,491,866)($10,537,637)96.17%
41 - PROPERTY TAX REVENUE ($23,817,500)($23,994,837)($12,974)100.74%($24,460,000)($54,026,810)($14,263)220.88%
4102 - GENERAL PROPERTY TAX-CITY ($23,435,500)($23,435,500)$0 100.00%($24,020,000)($24,500,694)$0 102.00%
4108 - MOBILE HOME FEES ($152,000)($176,582)($12,835)116.17%($190,000)($24,020,000)($14,162)12642.11%
4118 - PMT-IN LIEU OF TAX-OTHER ($100,000)($227,595)$0 227.60%($100,000)($201,469)$0 201.47%
4120 - INTEREST-TAXES ($130,000)($155,160)($140)119.35%($150,000)($150,744)($101)100.50%
42 - INTERGOV REVENUE ($16,842,500)($16,582,011)($8,265,189)98.45%($19,200,900)($128,482)($9,976,047)0.67%
4206 - FEDERAL AID-POLICE ($40,000)($60,089)($5,109)150.22%($40,000)($18,942,878)($21,067)47357.20%
4210 - STATE AID-SHARED TAXES ($9,609,600)($9,701,521)($8,260,080)100.96%($11,633,400)($49,135)($9,906,397)0.42%
4226 - STATE AID-POLICE $0 $0 $0 0.00%($29,200)($11,636,058)$0 39849.52%
4228 - STATE AID-GEN TRNSPT AID (GTA)($2,989,000)($2,516,609)$0 84.20%($2,512,300)$0 $0 0.00%
4229 - STATE AID-CONNECTING HWY $0 ($324,515)$0 0.00%($394,400)($2,512,625)$0 637.08%
4232 - STATE AID-PYMT FOR MUNIC SRVS ($1,083,300)($1,116,086)$0 103.03%($1,118,500)($461,762)$0 41.28%
4236 - STATE AID-OTHER ($298,000)($276,704)$0 92.85%($298,000)($1,114,289)($25,135)373.92%
4237 - STATE AID-COMPUTER CREDIT ($633,600)($633,621)$0 100.00%($633,600)($288,596)$0 45.55%
4238 - STATE AID-EXPEND RESTRAINT ($1,547,700)($1,547,751)$0 100.00%($1,588,800)($633,621)$0 39.88%
4239 - STATE AID-PERSONAL PROPERTY ($183,700)($150,742)$0 82.06%($183,700)($1,588,812)$0 864.89%
4240 - COUNTY AID-OTHER AID $0 ($8,718)$0 0.00%$0 ($150,742)($2,328)0.00%
4244 - COUNTY AID-AMBULANCE $0 $0 $0 0.00%$0 ($20,364)$0 0.00%
4251 - OTHER GOVERNMENT AID-AMBULANCE ($94,200)($94,151)$0 99.95%($350,000)$0 $0 0.00%
4252 - OTHER GOVERNMENT AID-CABLE TV ($142,700)($142,724)$0 100.02%($142,700)($298,030)$0 208.85%
4253 - OTHER GOVERNMENT AID-POLICE ($218,200)$0 $0 0.00%($273,800)($142,724)($21,120)52.13%
4262 - GRANTS - FEDERAL $0 $0 $0 0.00%$0 ($21,120)$0 0.00%
4263 - GRANTS - STATE ($2,500)($8,782)$0 351.26%($2,500)$0 $0 0.00%
4267 - GRANTS - SUBRECEIPIENT GOVT $0 $0 $0 0.00%$0 ($25,000)$0 0.00%
43 - LICENSES AND PERMITS ($822,000)($792,363)($126,683)96.39%($817,000)$0 ($125,917)0.00%
4312 - TELEVISION FRANCHISE ($530,000)($522,801)($114,953)98.64%($535,000)($753,625)($119,278)140.86%
4322 - LIQUOR & MALT BEV LICENSES ($125,000)($125,787)($3,503)100.63%($125,000)($474,721)($1,040)379.78%
4323 - MISC CLERK LICENSE & PERMITS ($22,000)($24,090)($438)109.50%($22,000)($132,892)($463)604.05%
4324 - ROW LICENSE FEES $0 $0 $0 0.00%$0 ($21,471)$0 0.00%
4334 - ZONING ORDINANCE ($110,000)($94,527)($6,499)85.93%($110,000)$0 ($4,454)0.00%
4335 - ZONING CODE ENFORCEMENT ($4,000)($5,000)($1,200)125.00%($4,000)($89,666)($600)2241.64%
4358 - CIGARETTE LICENSE ($6,000)($6,720)$0 112.00%($6,000)($5,615)($82)93.58%
4379 - ENGINEERING PERMIT $0 $0 $0 0.00%$0 ($7,565)$0 0.00%
4383 - CODE SEALS AND PLANNING FEES $0 $0 $0 0.00%$0 $0 $0 0.00%
4388 - OTHER PERMITS ($25,000)($13,438)($90)53.75%($15,000)$0 $0 0.00%
4389 - OTHER INSPECTION SERVICES $0 $0 $0 0.00%$0 ($12,603)$0 0.00%
44 - FINES & FORFEITURES ($864,300)($530,695)($51,377)61.40%($703,600)($9,092)($90,045)1.29%
4402 - PARKING VIOLATIONS ($408,000)($298,685)($25,467)73.21%($348,600)($658,848)($57,225)189.00%
4406 - CITY FINES FROM COURT ($456,300)($232,010)($25,910)50.85%($355,000)($429,183)($32,820)120.90%
45 - CHARGES FOR SERVICES ($4,310,900)($3,978,209)($306,581)92.28%($4,541,800)($229,665)($28,346)5.06%
4517 - COPYING CHARGES-PURCHASING $0 $0 $0 0.00%$0 ($4,165,860)$0 0.00%
4518 - ASSESSOR FEES ($140,000)($142,583)($14,598)101.85%($140,000)$0 ($12,424)0.00%
4519 - PROPERTY SEARCH FEES ($45,000)($38,190)($3,660)84.87%($50,000)($181,943)($3,580)363.89%
4520 - OTHER GENERAL FEES ($57,000)($34,462)($281)60.46%($57,000)($39,123)($140)68.64%
4521 - PD SPEC EVENT REVENUE ($185,700)($181,355)($73)97.66%($224,000)($27,955)($819)12.48%
4522 - PD NON-SPEC EVENT REVENUE ($21,900)($20,820)$0 95.07%($36,500)($211,644)$0 579.85%
4523 - FD SPEC EVENT REVENUE ($124,000)($203,393)$34 164.03%($184,000)($14,818)$0 8.05%
4524 - FD NON-SPEC EVENT REVENUE ($40,000)($13,281)$0 33.20%($40,000)($206,869)$0 517.17%
4525 - STREET SPEC EVENT REVENUE ($9,700)($5,933)($77)61.16%($8,000)($19,014)($718)237.68%
4526 - STREET NON-SPEC EVENT REVENUE $0 $0 $0 0.00%$0 ($9,267)$0 0.00%
4527 - PARKS SPEC EVENT REVENUE ($200)($139)$0 69.47%($200)$0 $0 0.00%
4528 - PARKS NON-SPEC EVENT REVENUE $0 $0 $0 0.00%$0 $0 $0 0.00%
4529 - SIGNS SPEC EVENT REVENUE ($1,100)($261)$0 23.76%($1,100)$0 $0 0.00%
4532 - POLICE DEPARTMENT FEES ($2,500)($7,467)($689)298.69%($5,000)($290)($979)5.79%
4534 - FIRE DEPARTMENT FEES ($35,000)($20,591)($1,203)58.83%($35,000)($6,760)($370)19.31%
4538 - AMBULANCE SERVICE ($3,575,000)($3,210,224)($285,935)89.80%($3,600,000)($14,197)($15)0.39%
4540 - HAZARDOUS RESPONSE CHARGES $0 ($650)$0 0.00%$0 ($3,311,351)$0 0.00%
4551 - FUEL REVENUE $0 ($0)$0 0.00%$0 ($2,972)$0 0.00%
4557 - STREET SERVICES $0 $0 $0 0.00%$0 $0 $0 0.00%
4560 - WEED CUTTING ($15,000)($7,415)$0 49.43%($16,000)$0 $0 0.00%
4561 - SNOW REMOVAL ($40,000)($60,256)$0 150.64%($80,000)($12,957)$0 16.20%
4572 - PARK FACILITY RENTALS ($35,000)($31,190)($100)89.11%($75,000)($20,957)($9,302)27.94%
4983 - SPEC EVENT EQUIP DISCOUNT $16,200 $0 $0 0.00%$10,000 ($85,743)$0 -857.43%
48 - INTERNAL SERV CHRG ($2,814,900)($139,409)($8,725)4.95%($2,829,257)$0 ($8,725)0.00%
4555 - ENG FEES CHG TO CONSTR FUNDS ($2,050,000)$0 $0 0.00%($2,100,000)($189,536)$0 9.03%
4806 - ACCT/TREAS SERVICES $0 $0 $0 0.00%$0 ($93,561)$0 0.00%
4811 - SERVICE CHARGE-COMMUNITY DEVEL ($634,400)($24,257)$0 3.82%($598,757)$0 $0 0.00%
4812 - SERVICE CHARGE-STREET $0 $0 $0 0.00%$0 $0 $0 0.00%
4814 - SERVICE CHARGE-UTILITIES $0 $0 $0 0.00%$0 $0 $0 0.00%
20242023
1
GENERAL FUND REVENUES
UNAUDITED BUDGET STATEMENT
FOR THE MONTH ENDED NOVEMBER 30, 2024
REVENUE CATEGORY BUDGET YEAR TO DATE NOVEMBER 2023 % BUDGET BUDGET YEAR TO DATE NOVEMBER 2024 % BUDGET
20242023
4815 - SERVICE CHARGE-CENTRAL GARAGE $0 $0 $0 0.00%$0 $0 $0 0.00%
4816 - SERVICE CHARGE-INTERDEPARTMNTL $0 $0 $0 0.00%$0 $0 $0 0.00%
4822 - SERVICE CHARGE - IT ($130,500)($95,975)($8,725)73.54%($130,500)$0 ($8,725)0.00%
4834 - EQUIPMENT RENTAL-RECYCLING $0 ($19,177)$0 0.00%$0 ($95,975)$0 0.00%
49 - MISC REVENUES ($963,000)($2,876,673)($196,512)298.72%($2,539,170)$0 ($280,297)0.00%
4901 - INTEREST $0 $0 $0 0.00%($120,700)($4,717,073)$0 3908.10%
4907 - INTEREST - ACCOUNTS RECEIVABLE ($3,000)($4,332)($324)144.39%($3,000)($120,750)($468)4025.00%
4908 - INTEREST-OTHER INVESTMENTS ($300,000)($2,440,208)($155,738)813.40%($1,750,000)($1,582)($266,616)0.09%
4910 - INTEREST-INSTALLMENT S/A ($475,000)($339,008)($861)71.37%($400,000)($4,171,294)($81)1042.82%
4916 - CAPITAL GAINS ON INVESTMENTS $0 $4,655 ($9,962)0.00%$0 ($338,533)$16,246 0.00%
4920 - RENTAL REVENUE $0 $0 $0 0.00%$0 $34,815 $0 0.00%
4930 - SALE OF MACHINERY/EQUIPMENT $0 $0 $0 0.00%$0 $0 $0 0.00%
4950 - SPONSORSHIP $0 $0 $0 0.00%$0 ($15,300)$0 0.00%
4952 - GIFTS & DONATIONS ($8,000)($17,506)($11,006)218.83%($75,000)$0 $0 0.00%
4966 - OTHER REIMBURSEMENTS $0 $0 $0 0.00%$0 ($6,612)$0 0.00%
4972 - MISCELLANEOUS REVENUE ($177,000)($80,275)($18,622)45.35%($190,470)$0 ($29,378)0.00%
52 - OTHER FINANCING ($1,822,600)$0 $0 0.00%($1,542,600)($97,816)$0 6.34%
4112 - PMT-IN LIEU OF TAX-UTILITY ($1,542,600)$0 $0 0.00%($1,542,600)$0 $0 0.00%
5261 - TSF FROM DOWNTOWN REDEVLOPMENT $0 $0 $0 0.00%$0 $0 $0 0.00%
5270 - TSF FROM IND DEVEL BONDS/NOTES $0 $0 $0 0.00%$0 $0 $0 0.00%
5272 - TSF FROM PARKING BONDS $0 $0 $0 0.00%$0 $0 $0 0.00%
5273 - TSF FROM SEWER BONDS $0 $0 $0 0.00%$0 $0 $0 0.00%
5274 - TSF FROM TIF DISTRICTS $0 $0 $0 0.00%$0 $0 $0 0.00%
5275 - TSF FROM WATER BONDS $0 $0 $0 0.00%$0 $0 $0 0.00%
5277 - TSF FROM GOLF COURSE $0 $0 $0 0.00%$0 $0 $0 0.00%
5278 - TSF FROM STORM BONDS $0 $0 $0 0.00%$0 $0 $0 0.00%
5279 - TSF FROM CABLE TV $0 $0 $0 0.00%$0 $0 $0 0.00%
5281 - TSF FROM DEBT SERVICE $0 $0 $0 0.00%$0 $0 $0 0.00%
5299 - TSF FROM OTHER FUNDS ($280,000)$0 $0 0.00%$0 $0 $0 0.00%
53 - SALE-CAPITAL ASSETS ($25,000)($63,649)($470)254.60%($25,000)$0 ($13,996)0.00%
2
GENERAL FUND EXPENDITURES
UNAUDITED BUDGET STATEMENT
FOR THE MONTH ENDED NOVEMBER 30, 2024
EXPENDITURES BY DEPARTMENTS 2023 BUDGET YEAR TO DATE
NOVEMBER
2023 % BUDGET 2024 BUDGET YEAR TO DATE
NOVEMBER
2024 % BUDGET
0100 - GENERAL FUND $54,718,318 $49,932,230 $4,259,626 91.25%$57,014,671 $47,244,899 $4,559,958 82.86%
01 - GENERAL GOVERNMENT
01000010 - CITY COUNCIL $67,400 $51,205 $3,622 75.97%$65,702 $55,375 $4,939 84.28%
01000020 - CITY MANAGER $343,400 $260,964 $22,125 75.99%$334,194 $266,399 $23,542 79.71%
01000030 - CITY ATTORNEY $515,900 $440,319 $38,077 85.35%$550,498 $458,728 $39,961 83.33%
01000040 - HUMAN RESOURCES $803,700 $733,511 $81,016 91.27%$902,490 $802,150 $77,838 88.88%
01000050 - CITY CLERK $274,650 $265,009 $21,998 96.49%$358,802 $281,086 $35,257 78.34%
01000060 - ELECTIONS $122,700 $94,767 $7,839 77.23%$209,686 $140,042 $31,962 66.79%
01000071 - FINANCE ADMINISTRATION $878,100 $786,214 $69,208 89.54%$985,438 $815,992 $69,539 82.81%
01000072 - TAXES & INTEREST $60,000 $109,930 $4,637 183.22%$70,000 $73,602 $5,195 105.15%
01000090 - PURCHASING $303,100 $279,583 $24,576 92.24%$332,394 $285,321 $25,502 85.84%
01000110 - INFORMATION TECH DIV $1,676,100 $1,561,272 $96,351 93.15%$1,841,515 $1,652,782 $101,201 89.75%
01000120 - INSURANCE $1,109,400 $1,076,423 $22,539 97.03%$1,132,989 $1,109,908 $46,989 97.96%
01000130 - FACILITY MAINTENANCE $900,494 $892,910 $79,570 99.16%$1,456,367 $1,112,839 $105,295 76.41%
01000150 - OSHKOSH MEDIA $309,100 $271,671 $20,941 87.89%$328,655 $294,748 $23,093 89.68%
02 - PUBLIC SAFETY
01000211 - POLICE $15,972,289 $13,611,596 $1,458,026 85.22%$17,570,837 $14,938,333 $1,638,160 85.02%
01000214 - ANIMAL CARE $102,400 $102,398 $0 100.00%$105,000 $104,958 $0 99.96%
01000217 - AUXILIARY POLICE $6,800 $3,967 $1,142 58.34%$6,300 $3,065 $515 48.65%
01000218 - CROSSING GUARDS $108,300 $75,765 $9,085 69.96%$112,612 $76,505 $9,405 67.94%
01000230 - FIRE DEPARTMENT $15,040,000 $14,256,349 $1,523,406 94.79%$16,765,811 $14,255,583 $1,508,066 85.03%
01000240 - AMBULANCE $375,000 $0 $0 0.00%$396,775 $153,919 $19,900 38.79%
01000250 - HYDRANT RENTAL $650,000 $595,833 $54,167 91.67%$650,000 $595,833 $54,167 91.67%
01000290 - POLICE & FIRE COMMISSION $28,200 $29,331 $7,591 104.01%$50,200 $32,466 $2,128 64.67%
03 - PUBLIC WORKS
01000410 - PW ADMINISTRATION $236,900 $205,908 $17,947 86.92%$263,726 $233,386 $20,798 88.50%
01000420 - ENGINEERING $1,466,767 $1,101,934 $96,098 75.13%$1,394,472 $1,132,051 $93,096 81.18%
01000430 - STREETS $2,728,967 $2,290,391 $121,267 83.93%$3,184,061 $2,160,275 $135,650 67.85%
01000450 - CENTRAL GARAGE $438,200 $465,722 $41,391 106.28%$659,953 $399,712 $42,760 60.57%
04 - TRANSPORTATION
01000801 - ELECTRICAL $675,500 $623,034 $64,847 92.23%$773,456 $585,500 $50,097 75.70%
01000810 - SIGN $235,100 $211,544 $14,464 89.98%$273,850 $231,915 $23,796 84.69%
06 - CULTURE & RECREATION
01000610 - PARKS $2,210,265 $1,929,290 $155,068 87.29%$2,813,144 $2,233,195 $175,253 79.38%
01000620 - FORESTRY $489,600 $437,792 $54,074 89.42%$647,007 $510,929 $46,935 78.97%
07 - CONSERVATION & DEVELOPMENT
01000080 - CITY ASSESSOR $772,100 $435,368 $37,168 56.39%$757,505 $501,954 $31,992 66.26%
01000730 - ECONOMIC DEVELOPMENT $692,526 $568,512 $43,789 82.09%$742,059 $602,922 $51,745 81.25%
01000740 - PLANNING $781,312 $627,076 $56,445 80.26%$856,819 $664,893 $49,911 77.60%
08 - UNCLASSIFIED
01000911 - PATRIOTIC CELEBRATION $24,100 $28,015 $0 116.24%$24,100 $23,884 $0 99.11%
01000914 - UNCLASSIFIED $4,319,950 $5,508,629 $11,155 127.52%$398,255 $454,648 $15,272 114.16%
Grand Total $54,718,318 $49,932,230 $4,259,626 91.25%$57,014,671 $47,244,899 $4,559,958 82.86%
2023 2024
3
PRELIMINARY BUDGET STATEMENT
SPECIAL REVENUE TIF FUNDS
FOR THE MONTH ENDED NOVEMBER 30, 2024
ACCOUNT
CURRENT
MONTH YTD ACTUAL BUDGET
BEGINNING FUND
BALANCE
YTD FUND
BALANCE
0201 - SENIOR SERVICES REVOLVING FUND ($173,222)($195,007)
Revenue ($9,181)($59,432)($64,000)
Expense $11,320 $37,647 $63,017
0202 - CDBG REVOLVING LOAN FUND ($222,261)($349,984)
Revenue ($31,747)($265,648)($250,000)
Expense $23,233 $137,926 $249,999
0209 - BUSINESS IMPROVEMENT DISTRICT ($115,324)($153,484)
Revenue ($36,238)($212,672)($222,110)
Expense $50,454 $174,511 $255,000
0211 - RECYCLING ($2,929,299)($3,145,074)
Revenue ($9,213)($1,131,134)($1,138,000)
Expense $329,089 $915,359 $1,113,722
0212 - GARBAGE COLLECTION & DISPOSAL $45,794 ($111,580)
Revenue ($7,983)($1,791,301)($1,805,000)
Expense $329,504 $1,633,927 $1,800,291
0215 - POLICE SPECIAL FUNDS ($298,048)($974,495)
Revenue ($544,451)($812,561)($141,431)
Expense $8,669 $136,115 $277,970
0223 - STREET LIGHTING FUND ($223,220)($414,937)
Revenue $0 ($1,060,300)($1,060,300)
Expense $167,962 $868,583 $1,090,876
0224 - SPECIAL EVENTS ($667,978)$8,252,902
Revenue ($88,569)($734,738)$0
Expense $1,752,034 $9,655,618 $15,048,862
0227 - MUSEUM MEMBERSHIP FUND ($642,614)($679,373)
Revenue ($52,054)($112,673)($79,000)
Expense $19,214 $75,914 $237,723
0231 - SENIOR SERVICES ($34,681)($52,744)
Revenue ($30,658)($619,910)($702,100)
Expense $101,922 $601,848 $767,400
0235 - FIRE SPECIAL REVENUE ($408,607)($492,006)
Revenue ($1,725)($186,369)($133,289)
Expense $19,967 $102,970 $275,448
0239 - LIBRARY ($228,658)($435,348)
Revenue ($20,609)($3,865,558)($4,080,036)
Expense $694,004 $3,658,868 $4,079,973
0241 - MUSEUM ($97,648)($97,393)
Revenue ($6,795)($1,060,242)($1,382,904)
Expense $159,824 $1,060,498 $1,278,387
4
PRELIMINARY BUDGET STATEMENT
SPECIAL REVENUE TIF FUNDS
FOR THE MONTH ENDED NOVEMBER 30, 2024
ACCOUNT
CURRENT
MONTH YTD ACTUAL BUDGET
BEGINNING FUND
BALANCE
YTD FUND
BALANCE
0242 - MUSEUM COLLECTIONS ($676,030)($716,310)
Revenue ($16,787)($53,068)($3,000)
Expense $3,741 $12,788 $56,900
0247 - CEMETERY ($324,220)($340,125)
Revenue ($45,639)($423,919)($523,420)
Expense $67,001 $408,014 $522,676
0249 - COMMUNITY DEVEL SPECIAL FUNDS ($162,571)($169,898)
Revenue $0 ($7,327)$0
Expense $0 $0 $10,589
0255 - PARKS REVENUE FACILITIES ($686,862)($670,054)
Revenue ($24,058)($254,184)($381,500)
Expense $24,245 $270,992 $381,456
0256 - LEACH AMPHITHEATER ($96,803)($83,068)
Revenue ($7,304)($75,849)($103,500)
Expense $17,771 $89,584 $101,471
0257 - PUBLIC WORKS SPECIAL FUND $41,331 $137,771
Revenue ($61,958)($123,839)($630,000)
Expense $127,201 $220,279 $627,711
0259 - POLLOCK WATER PARK ($78,600)$450,822
Revenue ($50,432)($389,001)($892,400)
Expense $422,929 $918,423 $1,631,395
0271 - RENTAL INSPECTIONS ($42,317)($42,317)
Revenue $36,900 $0 $0
Expense $0 $0 $0
0301 - NEIGHBORHOOD IMPROV LOAN PRGRM ($275,692)($275,692)
Revenue $0 $0 $0
Expense $0 $0 $218,100
0302 - HEALTHY NEIGHBORHOOD INITIATVE ($2,699,099)($2,379,372)
Revenue ($29,068)($155,790)($60,000)
Expense $66,710 $475,517 $698,689
0303 - COMMUNITY DEVLP BLOCK GRANT ($4,121,400)($4,094,705)
Revenue ($38,734)($896,448)($807,095)
Expense $65,429 $923,142 $3,736,228
0304 - LOCAL GO EDC REV LOAN PROGRAM ($2,020,545)($2,018,018)
Revenue $0 $2,526 $0
Expense $0 $0 $450,000
0307 - SENIOR CENTER ($125,237)($123,278)
Revenue $0 ($2)$0
Expense $1,961 $1,961 $3,000
5
PRELIMINARY BUDGET STATEMENT
SPECIAL REVENUE TIF FUNDS
FOR THE MONTH ENDED NOVEMBER 30, 2024
ACCOUNT
CURRENT
MONTH YTD ACTUAL BUDGET
BEGINNING FUND
BALANCE
YTD FUND
BALANCE
0501 - GRAND OPERA HOUSE FUND $2,668,616 $2,672,106
Revenue ($36,900)($36,901)($36,900)
Expense $5,192 $40,390 $46,216
0502 - TIF #25 CITY CENTR HOTEL $137,937 ($31,362)
Revenue $0 ($290,849)($287,000)
Expense $0 $121,550 $150
0504 - TIF #26 AVIATION BUS PRK $3,602,924 $3,603,074
Revenue $0 $0 $0
Expense $0 $150 $200
0506 - PARKING RAMP FUND ($546,308)($439,412)
Revenue ($11,735)($44,587)($110,000)
Expense $21,687 $151,483 $368,762
0508 - TIF #27 N MAIN IND PARK $907,293 $469,789
Revenue $0 ($437,655)($247,000)
Expense $0 $150 $23,200
0510 - TIF #28 - BEACH BUILDING REDEV ($34,942)($93,150)
Revenue $0 ($58,358)($57,000)
Expense $0 $150 $50,200
0512 - TIF #29 MORGAN DISTRICT ($30,475)($58,042)
Revenue $0 ($17,867)($15,000)
Expense ($9,880)($9,700)$150
0514 - TIF #30 WASHINGTON BUILDING ($52,516)($68,722)
Revenue $0 ($57,714)($55,000)
Expense $41,358 $41,508 $45,200
0516 - TIF #31 BUCKSTAFF REDEVE ($48,224)($106,343)
Revenue $0 ($620,500)($555,200)
Expense $554,691 $562,381 $523,600
0518 - TIF #32 GRANARY REDEVELOPMENT ($5,237)($6,631)
Revenue $0 ($15,408)($15,200)
Expense $13,864 $14,014 $15,200
0519 - TIF #33 LAMICO REDEVELOPMENT ($282,021)($362,586)
Revenue $0 ($322,655)($292,400)
Expense $241,940 $242,090 $230,200
0520 - TIF #24 OSHKOSH CORP E-COAT ($6,208)($246,224)
Revenue $0 ($240,166)($260,000)
Expense $0 $150 $80,200
0522 - TIF #14 MERCY MEDICAL CENTER ($1,039,261)($1,315,438)
Revenue $0 ($603,194)($585,115)
Expense $333,111 $327,017 $691,150
6
PRELIMINARY BUDGET STATEMENT
SPECIAL REVENUE TIF FUNDS
FOR THE MONTH ENDED NOVEMBER 30, 2024
ACCOUNT
CURRENT
MONTH YTD ACTUAL BUDGET
BEGINNING FUND
BALANCE
YTD FUND
BALANCE
0524 - TIF #15 PARK PLAZA COMMERCE ST ($3,085,646)($3,351,837)
Revenue $0 ($266,342)($260,000)
Expense $0 $150 $130,200
0526 - TIF #16 100 BLOCK REDEVELOPMNT ($639,430)($792,107)
Revenue $0 ($152,827)($150,600)
Expense $0 $150 $85,200
0528 - TIF #19 NW INDUSTRIAL EXPANSN ($903,429)($1,191,696)
Revenue $0 ($291,742)($301,000)
Expense $0 $3,475 $150
0529 - TIF #08 S AVIATION ($28,964)($28,746)
Revenue $0 $0 $0
Expense $0 $218 $5,435
0530 - TIF #17 CITY CENTER REDEVELOP ($573,740)($674,579)
Revenue $0 ($374,963)($368,000)
Expense $150,000 $274,125 $347,200
0532 - TIF #18 SOUTH WEST INDUSTRIAL $126,138 ($413,495)
Revenue $0 ($580,384)($579,300)
Expense $40,000 $40,750 $41,400
0533 - TIF #10 MAIN & WASH $26,550 $61,046
Revenue $0 $0 $0
Expense $0 34,496.00 $0
0534 - TIF #20 SOUTH SHORE REDEVELOP ($2,761,099)($2,400,932)
Revenue $0 ($1,049)$0
Expense $335,864 $361,216 $4,556,135
0535 - TIF #11 OSH OFFICE CENTR ($62,915)($22,690)
Revenue $0 $0 $0
Expense $0 $40,225 $0
0536 - TIF #21 FOX RIVER CORR ($540,501)($878,912)
Revenue $0 ($524,381)($505,000)
Expense $0 $185,970 $816,200
0537 - TIF #12 DIVISION ST ($807,748)($963,187)
Revenue $0 ($155,590)($151,600)
Expense $0 $150 $150,260
0539 - TIF #13 MARION RD/PEARL $587,190 $231,077
Revenue $0 ($358,503)($359,100)
Expense $17 $2,389 $81,500
0540 - TIF #23 SW IND PARK EXP $2,696,042 $3,091,279
Revenue $0 ($23,401)($23,500)
Expense $0 $418,637 $558,586
7
PRELIMINARY BUDGET STATEMENT
SPECIAL REVENUE TIF FUNDS
FOR THE MONTH ENDED NOVEMBER 30, 2024
ACCOUNT
CURRENT
MONTH YTD ACTUAL BUDGET
BEGINNING FUND
BALANCE
YTD FUND
BALANCE
0580 - TIF #34 OSHKOSH CORP HEADQTRS $52,821 $52,729
Revenue $0 ($1,151,093)($1,200,000)
Expense $1,150,851 $1,151,001 $1,200,200
0581 - TIF #35 OSHKOSH AVE CORRIDOR ($1,540,309)($2,305,023)
Revenue $0 ($764,865)($650,000)
Expense $0 $150 $18,267
0582 - TIF #36 MERGE REDEVELOPMENT ($15,730)($50,184)
Revenue $0 ($345,387)($322,200)
Expense $310,783 $310,933 $300,200
0583 - TIF #37 AVIATION PLAZA ($28,933)($53,928)
Revenue $0 ($250,973)($235,000)
Expense $225,828 $225,978 $215,200
0584 - TIF #38 PIONEER REDEVELOPMENT ($638)($15,265)
Revenue $0 ($14,777)($11,000)
Expense $0 $150 $200
0585 - TIF #39 CABRINI SCHOOL REDEV ($39,367)($43,220)
Revenue $0 ($39,946)($25,000)
Expense $35,944 $36,094 $24,200
0586 - TIF #40 MILES KIMBALL REDEVEL $13,216 $11,031
Revenue $0 ($23,612)($6,000)
Expense $21,246 $21,426 $4,700
0587 - TIF #41 SMITH SCHOOL REDEVELOP $10,929 $11,076
Revenue $0 ($10,074)$0
Expense $10,072 $10,222 $11,200
0588 - TIF #42 MORGAN CROSSING II $2,975 $2,701
Revenue $0 ($424)$0
Expense $0 $150 $200
0589 - TIF #43 MILL ON MAIN $62,219 $62,388
Revenue $0 ($11)$0
Expense $0 $180 $400,150
8
PRELIMINARY BUDGET STATEMENT
CAPITAL PROJECTS AND DEBT FUNDS
FOR THE MONTH ENDED NOVEMBER 30, 2024
ACCOUNT
CURRENT
MONTH YTD ACTUAL BUDGET
BEGINNING FUND
BALANCE
YTD FUND
BALANCE
0311 - SIDEWALK CONSTRUCTION FUND $3,348,127 $3,348,127
Revenue $0 $0 $0
Expense $0 $0 $0
0315 - STREET IMPROVEMENT FUND ($8,353,109)($8,353,109)
Revenue $0 $0 $0
Expense $0 $0 $0
0317 - SPECIAL ASSESSMENT IMPROVEMENT ($16,056,207)($18,891,482)
Revenue ($422,140)($4,118,182)($3,630,300)
Expense $626,883 $1,282,907 $1,521,986
0321 - CONTRACT CONTROL FUND ($2,853,962)$23,188,796
Revenue $0 ($889,073)$0
Expense $2,962,299 $26,931,831 $74,209,306
0322 - ENTERPRISE CAPITAL FUND ($139,483)$7,131,309
Revenue ($41,600)($41,600)($663,000)
Expense $406,980 $7,312,392 $105,282,939
0323 - EQUIPMENT FUND ($15,691,525)($8,783,626)
Revenue $0 ($1,205,500)($1,205,500)
Expense $390,843 $8,113,399 $24,365,076
0325 - PARKS IMPROVEMENT $1,493,266 $2,213,998
Revenue ($6,680)($223,318)$0
Expense $91,274 $944,050 $5,378,661
0327 - PARK SUBDIVISION IMPROVEMENT ($411,039)($433,209)
Revenue ($3,170)($22,170)$0
Expense $0 $0 $0
0333 - TREE & BENCH MEMORIAL ($189,143)$24,711
Revenue ($2,180)($17,257)($58,000)
Expense $1,473 $231,111 $33,000
0335 - SPECIAL ASSESSMENT REPLACEMENT $0 ($2,748,023)
Revenue ($132,725)($2,809,636)($2,250,000)
Expense $0 $61,614 $0
0401 - DEBT SERVICE FUND ($1,551,959)($4,566,846)
Revenue ($91,221)($15,248,496)($14,647,400)
Expense $5,700,000 $12,233,609 $14,647,400
9
PRELIMINARY BUDGET STATEMENT
ENTERPRISE FUNDS
FOR THE MONTH ENDED NOVEMBER 30, 2024
ACCOUNT
CURRENT
MONTH YTD ACTUAL BUDGET
BEGINNING FUND
BALANCE
YTD FUND
BALANCE
0503 - OSHKOSH CONVENTION CENTRE ($7,072,747)($7,542,225)
Revenue ($694,329)($2,245,525)($2,515,900)
Expense $450,518 $1,776,048 $2,402,060
0509 - PARKING UTILITY ($1,841,055)($1,849,141)
Revenue ($12,574)($89,522)($109,600)
Expense $11,821 $81,436 $207,639
0511 - TRANSIT UTILITY ($11,125,626)($8,863,959)
Revenue ($264,066)($3,697,786)($7,224,344)
Expense $1,095,308 $5,959,453 $15,827,305
0515 - IND PARK LAND ENTERPRISE FUND ($2,953,729)($2,965,581)
Revenue ($11,083)($41,083)($500,000)
Expense $24,571 $29,231 $32,600
0541 - WATER UTILITY ($71,102,406)($73,602,546)
Revenue ($3,260,596)($18,037,058)($18,709,400)
Expense $2,681,515 $15,536,918 $22,048,746
0551 - SEWER UTILITY ($68,701,307)($74,199,292)
Revenue ($3,598,376)($19,035,381)($18,853,600)
Expense $2,227,516 $13,537,395 $17,390,655
0561 - STORMWATER UTILITY ($78,437,779)($84,326,590)
Revenue ($2,509,491)($14,576,263)($15,356,400)
Expense $1,646,979 $8,687,452 $10,420,005
0571 - INSPECTION SERVICES ($2,614,447)($3,052,452)
Revenue ($249,396)($1,375,562)($1,219,200)
Expense $164,495 $937,558 $1,323,927
10
Beginning
Balance
Period
Change
Ending
Balance
OPERATING CASH
TREASURY CASH - OPERATIONS $125,752,272.76 ($6,470,578.36)$119,281,694.40
0707 - TRUST FUNDS
80501 - CEMETERY TRUST $23,740.15 $135.03 $23,875.18
80615 - OPL MEMORIALS $1,241.84 $0.10 $1,241.94
80801 - FISK-GALLUP TRUST $31,518.74 $112.86 $31,631.60
TRUST AND INVESTMENTS
TREASURY CASH - OPERATIONS $31,588,788.54 $118,861.35 $31,707,649.89
0227 - MUSEUM MEMBERSHIP FUND $102,969.60 $415.26 $103,384.86
0242 - MUSEUM COLLECTIONS $686,933.74 $2,770.26 $689,704.00
0541 - WATER UTILITY $1,265,112.83 $5,101.94 $1,270,214.77
0551 - SEWER UTILITY $2,251,738.57 $2,251,738.57
0561 - STORMWATER UTILITY $593.59 $2.39 $595.98
0707 - TRUST FUNDS
80501 - CEMETERY TRUST $1,321,227.63 $3,378.28 $1,324,605.91
80502 - HARVEY C CLUTE TRUST $74.72 $0.30 $75.02
80503 - HEYMAN TRUST $39,805.14 $155.00 $39,960.14
80504 - ROBERT J HUME TRUST $1,472.57 $5.94 $1,478.51
80505 - AMBER H MAXWELL TRUST $8,246.54 $30.65 $8,277.19
80506 - JOHN FRANCIS ROBERTS TRUST $2,728.88 $11.00 $2,739.88
80507 - LOUISE SARAU TRUST $5,942.03 $23.96 $5,965.99
80601 - OACF OPLCIF HOXTEL $28,411.59 $1,150.37 $29,561.96
80605 - OACF OPLCIF ARCHER $2,917.05 $118.07 $3,035.12
80607 - OACF OPLCIF A GRUENWALD $4,388.25 $177.65 $4,565.90
80609 - OACF OPLCIF G HILTON $18,800.06 $761.21 $19,561.27
80612 - OACF OPLCIF E W KELSH $4,376.90 $177.20 $4,554.10
80613 - OACF OPLCIF G KENNY $15,445.49 $625.40 $16,070.89
80618 - OACF OPLCIF SCHUSTER BOOKS $271,360.30 $10,987.08 $282,347.38
80627 - OACF OPLCIF S ZELLMER $137,349.67 $5,561.17 $142,910.84
80628 - JOHN HICKS TRUST FUND $195,901.42 $735.94 $196,637.36
80629 - OACF DEVELOPMENT & SUPPORT $706,347.15 $28,900.00 $735,247.15
80630 - OACF FACILITY IMPROVEMENT $1,898,075.69 $88,124.19 $1,986,199.88
80631 - OACF PROGRAMMING SUPPORT $1,263,497.02 $51,157.57 $1,314,654.59
80632 - OACF TECHNOLOGY $1,280,635.09 $51,851.51 $1,332,486.60
80633 - OACF COLLECTION IMPROVEMENT FUND $1,253,408.64 $50,749.10 $1,304,157.74
80634 - OACF PRO SUPP FUND - MARY MALNAR $31,075.54 $1,258.18 $32,333.72
80635 - OACF TECH FUND - AV TRUST $40,361.78 $1,634.18 $41,995.96
80636 - OACF TECH FUND - JOHN NICHOLS $66,252.78 $2,682.49 $68,935.27
80637 - OACF OPLCIF-G JACKSON $2,626.22 $106.35 $2,732.57
80638 - OACF OPLCIF-W STEIGER $17,000.77 $688.33 $17,689.10
80640 - OACF RON METZ CENTENNIAL FUND $38,501.70 $1,540.50 $40,042.20
80642 - GEORGE HILTON LIBRARY & MUSEUM TRST $4,475.60 $4,475.60
80643 - GEORGE HILTON SPECIAL LIBRARY TRUST $1,044.93 $1,044.93
City of Oshkosh
Cash and Investment Report
For the Month Ended November 30, 2024
11
Beginning
Balance
Period
Change
Ending
Balance
City of Oshkosh
Cash and Investment Report
For the Month Ended November 30, 2024
80644 - FRANK & ANNA ROJAHN TRUST $10,522.89 $14.03 $10,536.92
80645 - MARGUERITE E ZELLMER TRUST $12,492.13 $0.37 $12,492.50
80646 - 0ACF CONVENTION CENTER MAINT FUND $333,571.48 $13,346.86 $346,918.34
80647 - OACF POLICE DEPT FUND $656,355.55 $41,760.65 $698,116.20
80650 - ABBEY S HARRIS TRUST $1,850.59 $1,850.59
80651 - OPL-CIF-RASMUSSEN $56,287.60 $2,279.02 $58,566.62
80652 - OPL-CIF-ROJAHN $4,739.18 $191.90 $4,931.08
80701 - ETHEL J BEHNCKE MUSEUM TRUST $163,638.00 $659.91 $164,297.91
80702 - WILLIAM E BRAY MUSEUM TRUST $12,126.37 $45.89 $12,172.26
80703 - FREDERICK S & MARION H DUROW TRUST $3,173,739.55 $11,681.92 $3,185,421.47
80704 - LONA & EDWARD G KITZ TRUST $100,045.26 $101.24 $100,146.50
80705 - RICHARD KITZ DIRECTORS TRUST $169,457.27 $683.38 $170,140.65
80706 - MUSEUM ENDOWMENT TRUST $447,643.56 $15,232.92 $462,876.48
80707 - R KITZ BEQUEST $250,343.88 $250,343.88
80801 - FISK-GALLUP TRUST $5,631.02 $22.71 $5,653.73
80802 - EMMA J GOULD TRUST $4,412.32 $17.79 $4,430.11
80803 - SOPHIE L HUHN TRUST $5,106.50 $20.59 $5,127.09
80804 - JULIA L STANHILBER LIB & PKS TRUST $776,396.29 $2,546.19 $778,942.48
80805 - JULIA L STANHILBER PARKS TRUST $1,450.80 $5.85 $1,456.65
INVESTMENTS-DEPRECIATION FUND
0541 - WATER UTILITY $163,824.31 $163,824.31
INVESTMENTS-REVENUE BOND RESERVE
0541 - WATER UTILITY $5,282,547.47 $19,872.31 $5,302,419.78
0551 - SEWER UTILITY $5,951,191.47 $14,763.29 $5,965,954.76
0561 - STORMWATER UTILITY $8,303,460.14 $25,218.16 $8,328,678.30
12
CASH ON HAND
FOR THE MONTH ENDED NOVEMBER 30, 2024
13
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Receipt & Filing of Minutes - Common Council
A t t a chment sAttachments
11.26.24 DRAFT
12.10.24 DRAFT
12.10.24 DRAFT CLOSED A&B
12.23.24 DRAFT
D R A F T
CITY COUNCIL MINUTES
11.26.24
CALL TO ORDER (6:00 p.m.)
ROLL CALL
Present:Matt Mugerauer, Mayor; Kris Larson; Joe Stephenson; Karl Buelow, Deputy
Mayor; Paul Esslinger; DJ Nichols; Jacob Floam
Staff:Mark Rohloff, City Manager; Lynn Lorenson, City Attorney; Diane Bartlett, City
Clerk
INVOCATION - VOTING FIRST : Council Member Stephenson
PLEDGE OF ALLEGIANCE: Perry Tipler Middle School
INTRODUCTION OF STAFF
Emily Rock, Curator at the Oshkosh Public Museum
K9 Gema, Oshkosh Police Department Therapy Dog
CITIZEN STATEMENTS TO COUNCIL - none
CONSENT AGENDA ITEMS:
Report of Bills
Receipt & Filing of Minutes - Museum Arts and Culture Board, 10.09.2024
Receipt & Filing of Claim Filed with the City's Insurance Company - Watson
Res 24-594 Approve Conditional Use Permit Amendment Request for a Second-Floor Bar and
Patio Addition at 701 North Main Street (Parcel 1100950200) (Plan Commission
Recommends Approval)
Res 24-595 Approve 2025 Across-the-Board Market Increase for Non-Represented Employees
Res 24-596 Authorize GO Transit to Apply for 2025 FTA & WisDot Operating Assistance Grants and
County Transportation Assistance
Res 24-597 Approve Reallocation of $500,000 in the 2024 Parks Department Capital Improvement
Program Budget from Funding Design Services for the Menominee Park Parking Lot
and Reetz Fields to Fund Design and Construction of a New Restroom/Concession
Stand at Reetz Fields (Advisory Park Board Recommends Approval)
Res 24-598 Approve Amendment to the 2024 Capital Improvement Budget for Pollock Water
Park Replastering Project (Advisory Park Board Recommends Approval)
Res 24-599 Approve Acceptance of Donation and Amendment to Operating Budget for
Oshkosh Seniors Center for Programming Software Subscription to GetSetUp.com
($15,000.00)
Res 24-600 Approve Budget Amendment for 2025 Fire Special Revenue Fund Assistance to
Firefighters Grant to Accept Revenue and Approve Increases in Expenses ($37,337.05)
Res 24-601 Approve Professional Services Agreement with AECOM for Environmental Support for
2025 Capital Improvement Projects (CIP) ($134,595.00)
Res 24-602 Approve Initial Resolution for Special Assessments for Sidewalk (New and
Rehabilitation), Driveway Aprons, Sanitary Sewer Main and Laterals (New and Relay),
Water Main and Laterals (New and Relay), and Storm Sewer Mains and Laterals
(New and Relay) Relating to Contract No. 25-04
Bay Shore Drive (Broad Street to Mill Street)
Broad Street (Bay Shore Drive to 75' North of Bay Shore Drive)
Bay Street (100' North of Bay Shore Drive to the Fox River)
Res 24-603 Approve Initial Resolution for Special Assessments for Sidewalk (New and
Rehabilitation), Driveway Aprons, Sanitary Sewer Main and Laterals (New and Relay),
Water Main and Laterals (New and Relay), and Storm Sewer Mains and Laterals
(New and Relay) Relating to Contract No. 25-05
Waugoo Avenue (Rosalia Street to Lake Winnebago)
Sweet Street (Waugoo Avenue to 75' North of Waugoo Avenue)
Shorelane Street (Waugoo Avenue to 75' North of Waugoo Avenue)
Res 24-604 Approve Initial Resolution for Special Assessments for Sidewalk (New and
Rehabilitation), Driveway Aprons, Sanitary Sewer Main and Laterals (New and Relay),
Water Main and Laterals (New and Relay), and Storm Sewer Mains and Laterals
(New and Relay) Relating to Contract No. 25-08
Central Street (West New York Avenue to West Bent Avenue)
Tennessee Avenue (Central Street to 75' East of Central Street)
West Custer Avenue (100' East and West of Central Street)
West Nevada Avenue (75' East and West of Central Street)
West Bent Avenue (75' East and West of Central Street)
Res 24-605 Approve Initial Resolution for Special Assessments for Sidewalk (New and
Rehabilitation), Driveway Aprons, Sanitary Sewer Main and Laterals (New and Relay),
Water Main and Laterals (New and Relay), and Storm Sewer Mains and Laterals
(New and Relay) Relating to Contract No. 25-09
Michigan Street (West 7th Avenue to 150' South of West 11th Avenue)
West 8th Avenue (100' East and West of Michigan Street)
West 9th Avenue (100' East and West of Michigan Street)
West 10th Avenue (100' East and West of Michigan Street)
West 11th Avenue (Ohio Street to 100' East of Michigan Street)
Ohio Street (100' North and South of West 11th Avenue)
Res 24-606 Approve Initial Resolution for Special Assessments for Sanitary Sewer Laterals (New
and Relay) and Water Main and Laterals (New and Relay) Relating to Contract No.
25-12
National Avenue (North Lark Street to North Sawyer Street)
Lark Street (Witzel Avenue to Southland Avenue)
Faust Avenue (North Lark Street to North Sawyer Street)
Res 24-607 Waive Bids and Approve Purchase of Manhole / Inlet Castings for Public Works
Department ($230,650.00)
Res 24-608 Amend CIP and Award Bid for Public Works Contract No. 25-04 to Carl Bowers & Sons
Construction Company, Inc. for Bay Shore Drive and Bay Street Reconstruction
($2,074,723.67)
Res 24-609 Approve Amendment to the 2024 Operations Budget -- Oshkosh Public Library for
Funding from Winnebago County to Support Hoopla and Library Programming
($12,494.00)
Res 24-610 Award Bid to Wheel and Sprocket for 14 "Procaliber 6" Trek Bikes for Police
Department ($32,684.82)
Res 24-611 Approve Professional Services Proposal from Lee Recreation, LLC for Playground
Design and Installation for Stevens Park ($275,000.00)
Res 24-612 Approve Professional Services Proposal from Lee Recreation, LLC for Playground
Design and Installation for Rainbow Memorial Park ($275,000.00)
Res 24-613 Approve Cooperative Purchase of Truck Chassis from Truck Country of Wisconsin, Inc.
and Automated Side Loader from Scranton Manufacturing Company/Envirotech
Equipment for Sanitation Division ($328,377.44)
Res 24-615 Approve Change Order No. 1 (Final) for Berglund Construction Company for Masonry
Repairs/Loading Door Improvements for Public Museum (+$30,658.00)
Res 24-616 Approve Change Order No. 1 (Final) for SMA Construction Services LLC for New 3rd
Avenue Storage Facility for Police Department (+$43,471.08)
Res 24-617 Approve Change Order No. 1 (Final) for Cardinal Construction Company, Inc. for
Waldwic Gallery Renovation for Public Museum (+$34,340.30)
Res 24-618 Approve Special Event - Anglers in Action Inc. to Utilize Menominee Park Millers Bay
and Boat Launch Parking Lot to Host the Cold Water Classic, January 25, 2025
Res 24-619 Approve Special Event - Special Olympics Wisconsin to Utilize Menominee Park &
Millers Bay for the Polar Plunge, February 8, 2025
Res 24-620 Approve Special Event - Hmong Service Center, Inc to Hold the Hmong National
Memorial Day Festival at the Winnebago County Community Park, May 24 & 25, 2025
Res 24-621 Approve Special Event - Oshkosh Festivals, LLC to Utilize City Streets for the Crossroads
41 Event, August 6 Through August 9, 2025
Res 24-622 Approve Special Event - Hmong Service Center, Inc. to Hold the Hmong National
Labor Day Festival at Sunnyview Exposition Center and the Winnebago County
Community Park, August 30 & August 31, 2025
APPROVE CONSENT AGENDA ABOVE
Motion To Approve Deputy Mayor Karl Buelow
Second Paul Esslinger
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
ITEMS REMOVED FROM CONSENT AGENDA
Res 24-614 Approve Purchase of 2025 iasWorld Software as a Service (SaaS) Agreement from
Tyler Technologies, Inc. for IT Division ($130,100.00)
Councilor Larson requested an explanation from community development
director Kelly Nieforth regarding the software program being purchased and
used for the upcoming assessment. Nieforth confirmed that this software is used
throughout the city and not during our assessments.
City Manager Rohloff also confirmed that this purchase is recommended by our
IT division because of the interface and compatibility with our other programs
used throughout the city.
Motion To Approve Paul Esslinger
Second Kris Larson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
PENDING ORDINANCES
Ord 24-623 Cancel December 24, 2024 Council Meeting
Motion To Approve Paul Esslinger
Second Deputy Mayor Karl Buelow
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Ord 24-624 Create Temporary Ordinance Prohibiting Alcohol in City Parks (AMENDED TO OPERA
HOUSE SQUARE ONLY)
Lynnsey Erickson
Representing the Winnebago Public Health Dept.
112 Otter Street, Oshkosh
Ms. Erickson stated that an ordinance would have a disproportionate effect on the
homeless. Ms. Erickson believes that this ordinance is singling out homelessness and
targeting the homeless population in Opera House Square. Erickson believes that this
ordinance interferes with the connection that the public health department has with
people living/sleeping in Opera House Square and is afraid that this ordinance will
interfere with their connections. Temporarily banning alcohol in parks is not going to
solve the larger problem of homelessness in Oshkosh. Erickson urged the council to
consider the longer, deeper effects of this ordinance and the impacts of potentially
unintended consequences.
Council members discussed the specifics of the ordinance:
Councilor Floam motioned to amend this ordinance to include Opera House
Square only.
Councilor Nichols asked Police Chief Smith to address the larger issues of the
problems that come when someone is over-served
Police Chief Smith stated that people's ability to think clearly begins to diminish
with alcohol consumption. "We have business owners within the downtown area
that have witnessed many of these occurrences and OPD gets multiple emails
and requests to do something to help. This along with other initiatives are
working towards that solution. This is just one tool that OPD can use to help in the
downtown area.
Councilor Nichols feels that this ordinance will hurt the ability of our police
department to work with our homeless population in the future.
Councilor Stephenson agrees with Ms. Erickson and Councilor Nichols.
Stephenson is not comfortable eliminating drinking in city parks.
Councilor Esslinger feels that this ordinance should not be amended and be
citywide.
Deputy Mayor Buelow does not agree with the amendment and will be voting
no.
Councilor Larson confirmed that this ordinance/issue is separate from the DORA
and reiterated that the council amends/approves DORA twice a year to be
specific so it is not abused. Larson agrees with Floam that limiting this to the area
where it is an issue for business owners is a good option.
Deputy Mayor Buelow does not believe that this ordinance is good for city
residents. Buelow does not believe that this ordinance serves the unhoused
population or the population as a whole.
Councilor Larson stated that this ordinance is not perfect, and he is here
representing the business district and the issues at hand that this ordinance will
hopefully address. Larson also stated that this is not the only way to curb
disturbing and bad behavior.
Councilor Esslinger stated that there is no silver bullet that will solve the issue of
homelessness, but believes that steps have to be taken to address this issue,
and it does take time. I am not happy with this ordinance change, but I
understand it, and OPD needs to have this as a tool.
Councilor Floam believes that conversation and enforcement are one of the
tools needed to reinforce and help the homelessness issue in Oshkosh. While this
ordinance is not perfect, Floam will be voting yes and looks forward to more
conversations to help broaden the conversations to help solve the homelessness
issue.
Councilor Nichols asked for clarity regarding ordinances and state laws on
public urination noise and battery. The city attorney confirmed that some may
be criminal and some are through city ordinance citations. Nichols asked Police
Chief Smith how this ordinance would be enforced. Chief Smith stated that this is
more about prevention and education, and this ordinance will give them the
tools to start those conversations. The Oshkosh Police Department is not in the
business of issuing citations, but in fact, wants to have the conversation and
educate the public. Smith reiterated that OPD gives a lot of warnings, and does
not issue tickets right out of the gate.
Councilor Stephenson does not doubt that the police department and its staff
are doing the right thing. Stephenson believes that we as a community need to
start accepting others. Regardless of how they look or where they are sitting.
Stephenson appreciates the BID and staff for coming up with ideas to address
these issues.
Deputy Mayor Buelow is concerned that we are limiting it to one park for four
months and wonders how can data be measured. How do we know this is
successful, he asked.
Police Chief Smith stated that there is no way to measure, but we are creating
an opportunity. We are showing the business community that we are taking
steps to help them. This will be beneficial to the homelessness outreach program.
This ordinance also allows us to slow things down. Smith does not see this going
past March.
Councilor Larson believes that this ordinance is important for business owners
and also believes that it is not just the homeless that are causing the issues,
others are coming to the location and misbehaving also.
Buelow can only state that he is a no on this today, but does not know how he
would vote in the future if this were to be laid over to a future date
Mayor Mugeruaer asked Chief Smith if this ordinance would set back the
homeless outreach efforts being initiated. Smith stated that OPD is already
doing interactions with people in the community regarding this issue. Mayor
Mugerauer stated that we do have to realize that we are doing what is best for
us right now in the City of Oshkosh.
Councilor Nichols stated that his interpretation of this ordinance is that we are
going to make homeless people sober in our parks and is not going to address
the issue of homelessness. Nichols does not believe this is a good solution.
Deputy Mayor Buelow wanted to address many of the emails that he had
received. Buelow noted that he and Councilmember Larson have attended
many meetings throughout the years. They are working on the homelessness
issue in Oshkosh and why many of the tasks fall on the police department... The
police department is the only department that has taken the initiative and
stated that it would help work on these issues no other entity has stepped
forward to deal with the rise in homelessness.
Councilor Floam stated that the work with the Winnebago County Health and
Human Services will be critical. This agency is better equipped to handle
homelessness than the city government. Floam has no doubt that OPD will work
with the county and put a plan together.
Motion To Approve Paul Esslinger
Second Deputy Mayor Karl Buelow
AYE:Mayor Matt Mugerauer, Kris Larson, DJ Nichols, Jacob Floam
No:Joe Stephenson, Deputy Mayor Karl Buelow, Paul Esslinger
4 - 3 Passed
NEW ORDINANCES: no formal action taken at this meeting
*Ord 24-625 Approve Request to Annex to the City from the Town of Oshkosh, 4434 Island View
Drive, Parcel 01805930000 (Plan Commission Recommends Approval)
*Ord 24-626 Amend Section 27A-11 of the Municipal Code to Update Parking Regulations on
South Main Street Between the Fox River and W. 9th Avenue (Transportation
Committee Recommends Approval)
*Ord 24-627 Amend Section 27A-11 of the Municipal Code to Extend No Parking Regulations on
the West Side of Dove Street (Transportation Committee Recommends Approval)
*Ord 24-628 Amend Section 27-14 of the Municipal Code Truck Routes Designated (Transportation
Committee Recommends Approval)
*Ord 24-629 Amend Section 27-35 and Appendix 27B of the Oshkosh Municipal Code Pertaining to
Parking Regulations Within City-Owned Parking Lots in Relation to the Construction of
the New East 9th Avenue Parking Lot (Transportation Committee Recommends
Approval)
*Ord 24-630 Amend Portions of Chapter 4 of the City of Oshkosh Municipal Code Pertaining to
Alcohol Beverages -- License Investigations, Granting and Issuance of Premises and
Operator's Licenses
The council and staff discussed postponing this ordinance or layover indefinitely.
Both discussed Roberts Rules vs Council Rules etc.
Councilor Larson moved to withdraw this ordinance indefinitely and wanted
clarification on why this amendment is being presented.
Attorney Lorenson cited new laws that were passed earlier in 2024 as the cause
for bringing these specific changes forward. Currently, the city takes all the
necessary steps, but this ordinance will lay out specifically what each
department does pertaining to issuing a liquor license.
City Manager Rohloff noted that these topics have been discussed throughout
state conferences.
Attorney Lorenson noted that the city is not adding new steps or requirements in
applying for licenses.
Council and staff also discussed the additional wording and meaning behind
these changes/additions.
*Ord 24-631 Create Chapter 4 Article III-A Pertaining to Alcohol Beverages - Issuance of Special
Class "B" and Special "Class B" Licenses
PENDING RESOLUTIONS
Res 24-632 Amend Approved Designated Outdoor Refreshment Area (DORA) for the Downtown
Business Improvement District (BID) Area 2024/2025 to Remove City Park Property and
Sidewalk Adjoining Opera House Square Park
Councilor Larson noted that this is purely formality. Again, Dora is
approved/amended twice a year removing one overlay from the other.
Councilor Stephenson asked if the ordinance just approved and this ordinance is
a direct conflict.
Councilor Nichols requested clarification if this would include the sidewalk
around the park or if it would include just the park that was previously voted
against.
City Attorney Lorenson stated that she does not believe so, but the door would
still be open to allow drinking on the sidewalks around the park.
Police Chief Smith noted that this is the council acknowledging DORA and what
we have already done.
Motion To Approve Deputy Mayor Karl Buelow
Second Kris Larson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
NEW RESOLUTIONS
Res 24-633 Direct City Staff to Excuse Parking Tickets Issued to Early In-Person Voters
Most Council members are very appreciative of this action. Mayor Mugerauer
believes these individuals should have obeyed the parking laws.
Motion To Approve Paul Esslinger
Second Kris Larson
AYE:Kris Larson, Joe Stephenson, Deputy Mayor Karl Buelow, Paul Esslinger, DJ
Nichols, Jacob Floam
No:Mayor Matt Mugerauer
6 - 1 Passed
Res 24-634 Approve General Development Plan and Specific Implementation Plan for New
Clearwells at 425 Lake Shore Drive (Plan Commission Recommends Approval)
Motion To Approve Kris Larson
Second Deputy Mayor Karl Buelow
AYE:Mayor Matt Mugerauer, Joe Stephenson, Deputy Mayor Karl Buelow, Paul
Esslinger, DJ Nichols, Jacob Floam
No:Kris Larson
6 - 1 Passed
Res 24-635 Approve Conditional Use Permit Request for a Temporary Use Permit Extension for
New Clearwells Construction Staging at Property Located on the East Side of the 400
Block of Lake Shore Drive (Parcel 1100950200) (Plan Commission Recommends
Approval)
Council discussed the reasoning for separating the"clearwells" project and the
"landscaping" project that will be done after the Clearwells are done. Most
council members understand the necessity of doing this (separately) so the main
project can continue without delay.
Public Works Director Rabe reiterated that this will not impede or slow down the
completion of the Clearwells project and this ordinance covers the work being
done inside the fence.
Motion To Approve Paul Esslinger
Second Kris Larson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Res 24-636 Approve Partial Land Acquisitions at 3277 and 3290 Meadowbrook Road (Plan
Commission Recommends Approval)
Dan Binder, 3277 Meadowbrook
Mr. Binder is not happy with the assessments that may be made due to the
acquisitions and potential sewer that will be installed in the area. All residents on that
road have a working well and septic and do not want to "hook up"
Councilor Nichols requested clarification that this particular resolution does not
require any individual to "hook up"
Economic Development Director Nieforth confirmed - this is for the right of way
only.
City Manager Rohloff confirmed that this does not HAVE to be done now. The
city will continue discussions with residents in this area.
Mr. Binder noted that he had already received the assessments.
Public Works Director Rabe confirmed that the information sent was just that,
information. No assessments have been levied against any properties on
Meadowbrook.
Motion To Approve Paul Esslinger
Second Kris Larson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
COUNCIL DISCUSSION, DIRECTION TO CITY MANAGER & FUTURE AGENDA ITEMS
Discussion and Direction to City Manager
West 7th Avenue Reconstruction Update
City Manager Rohloff gave a brief update from City Engineer Girech, who has been
in contact with two different consultants and will provide guidance and a
scoop/budget. It is anticipated that the cost and details will be provided soon.
Future Agenda Items, Meetings, and Workshops
Mayor Mugerauer would like the special assessment topic to continue on the
outstanding issues. The Mayor proposed some form of education for the current
council on the policies for the special assessment formula to help the current council
understand this issue moving forward.
Councilor Larson would like something more than just a memo.
Presentation from Oshkosh Area Humane Society (TBD)
Councilor Esslinger stated that this may be possible at the first meeting in
January.
COUNCIL MEMBER ANNOUNCEMENTS & STATEMENTS
City Manager Recruitment Update (Mayor Mugerauer)
Mayor Mugerauer gave a brief update on the recruitment and process for the
new City Manager. Although no announcement is being made this evening the
council will keep city residents and staff informed.
CITY MANAGER ANNOUNCEMENTS & STATEMENTS
Professional Services Agreement with AECOM for 2025 Storm Water Management
Assistance ($31,750)
Professional Services Agreement with KL Engineering, Inc. for Transportation
Engineering On-Call Assistance Services for Calendar Year 2025 ($40,000)
Professional Services Agreement with Donohue & Associates, Inc. for Structural
Engineering Design and Construction-Related Services for 2025 Capital Improvement
Projects ($60,000)
Professional Services Agreement with AECOM for 2025 Water Distribution System Leak
Detection Services ($35,000)
Outstanding Issues
City Manager Rohloff noted that he would add the requested items, so these
topics would not be lost in the transition.
CLOSED SESSION (Room 404, City Hall)
The Common Council may convene into closed session pursuant to Section 19.85(1)
(e) of the Wisconsin Statutes, where competitive or bargaining reasons require a
closed session (specifically, review of options for future of city hall).
Motion: Buelow
Second: Stephenson
Carried 7-0
ADJOURN: 8:26 pm
Motion To Approve DJ Nichols
Second Joe Stephenson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
SUBMITTED BY DIANE BARTLETT, CITY CLERK
THE FULL AUDIO RECORDING OF THIS MEETING IS AVAILABLE ON OUR WEBSITE.
D R A F T
CITY COUNCIL MINUTES
12.10.24
CLOSED SESSION (5:15 p.m., Room 402, City Hall)
The Common Council convened into closed session pursuant to Section 19.85(1)(c) of
the Wisconsin Statutes, when considering the employment of any public employee
over which the Common Council has jurisdiction and exercises responsibility, and
under Section 19.85(1)(e) of the Wisconsin Statutes, where competitive or bargaining
reasons require a closed session (specifically, to consider the appointment and salary
of interim city manager).
CALL TO ORDER - 6:00 p.m.
ROLL CALL
Present:Matt Mugerauer, Mayor; Kris Larson; Joe Stephenson; Karl Buelow, Deputy
Mayor; Paul Esslinger; DJ Nichols; Jacob Floam
Staff:Mark Rohloff, City Manager; Dave Praska, Deputy City Attorney; Diane
Bartlett, City Clerk; John Fitzpatrick, Assistant City Manager/Director of
Administrative Services;
INVOCATION - VOTING FIRST: Council Member Nichols
PLEDGE OF ALLEGIANCE: Lourdes Academy Elementary and Middle Schools
PROCLAMATIONS: Council, Mayor Muguerer, and Representative Lori Palmeri all
recognized City Manager Mark Rohloff for his years of service and his dedicated work
ethic.
CITIZEN STATEMENTS TO COUNCIL - none
CONSENT AGENDA ITEMS:
Report of Bills
October 2024 Financial Report
Receipt & Filing of Minutes - Library Board
October 31, 2024 Regular Meeting
November 5, 2024 Special Meeting
Receipt & Filing of Minutes - Common Council
Receipt & Filing of Claim Filed with the City's Insurance Company - Ewing
Res 24-637 Award Bid to MTI - Mechanical Technologies Inc. for HVAC Improvements for Field
Operations Center ($24,158.00)
Res 24-638 Award Bid to Cardinal Construction Company, Inc. for Signage Improvements for
Oshkosh Public Museum ($50,641.00)
Res 24-639 Award Bid to Various Vendors for Chemicals for the Water Filtration/Wastewater
Treatment Plants for 2025 (Various Amounts)
Res 24-640 Award Bid to Environet Inc. of Wisconsin for Asbestos Abatement of 929 Winnebago
Avenue (former Washington Elementary School) for in Preparation for Raze and
Removal of Building ($19,925.00)
Res 24-641 Award Bid to Wolverine Construction LLC for Raze and Remove of 929 Winnebago
Avenue (former Washington Elementary School) for Workforce Housing ($173,000.00)
Res 24-642 Approve Cooperative Purchase of Two Truck Chassis from Truck Country of Wisconsin,
Inc. and Two Dump Bodies, Plows, Wings, and Tailgate Spreaders from Monroe Truck
Equipment for Street Division ($638,053.30)
Res 24-643 Amend 2024 Capital Improvement Plan and Approve Purchase for Acquisition in 2027
the Purchase of One Ambulance from Emergency Vehicles Plus for Fire Department
($482,431.00)
Res 24-644 Approve Salary Progression for City Manager in Accordance with Employment
Agreement
Res 24-645 Approve Professional Services Agreement with Kane Communications Group for 2025
Strategic Communications Plan ($266,500)
Res 24-646 Approve Professional Services Agreement for 2025 -- 2027 Illicit Discharge Detection
and Elimination Outfall Screening and Revisions to the Ongoing Screening Program
with Westwood Professional Services, Inc. ($97,130)
Res 24-647 Approve Acceptance of Waiver of Special Assessment Notices and Hearings for 4"
Concrete Sidewalk Relating to Contract No. 24-02
Res 24-648 Amend Final Resolution for Special Assessments for Sidewalk (New and
Rehabilitation), Sanitary Sewer Main and Laterals (New and Relay), Water Main and
Laterals (New and Relay), and Storm Sewer Main and Laterals (New and Relay)
Relating to Contract No. 24-02 / 543 Waugoo Avenue with Signed Waiver
Res 24-649 Approve Acceptance of Waiver of Special Assessment Notices and Hearings for New
Water Service and New Sanitary Sewer Lateral Relating to Contract No. 24-01
Res 24-650 Approve Acceptance of Waiver of Special Assessment Notices and Hearings for
Sanitary Sewer Lateral Relay Relating to Contract No. 24-07
Res 24-651 Amend Final Resolution for Special Assessments for Concrete Pavement, Asphalt
Pavement, Sidewalk (New and Rehabilitation), Driveway Aprons, Sanitary Sewer Main
and Laterals (New and Relay), Water Main and Laterals (New and Relay), and Storm
Sewer Main and Laterals (New and Relay) Relating to Contract No. 24-07 / 616
Prospect Avenue with Signed Waiver
Res 24-652 Approve CIP Amendment and Approve Revision #1 to State/Municipal Financial
Agreement with the Wisconsin Department of Transportation for the Resurfacing of
Jackson Street from Murdock Avenue to I-41
Res 24-653 Award Bid for Public Works Contract No. 25-08 to Dorner, Inc. for Central Street
Reconstruction ($2,502,349.20)
Res 24-654 Approve Professional Services Agreement with Robert E. Lee & Associates, Inc. for
2025 Environmental Monitoring Services -- Knapp Street Quarries Landfill (License 4624),
Kienast-Paulus Quarries Landfill (License 4634), and Timmerman Farm Landfill (License
4203) ($109,749)
Res 24-655 Authorize the Director of Community Development to Sign Documentation Required
for Environmental Reviews Associated with Projects Funded by Community
Development Block Grant Funds
Res 24-656 Accept Sidewalk Easement at the Northeasterly Corner of South Main Street and East
7th Avenue (600 South Main Street) (Plan Commission Recommends Approval)
Res 24-657 Accept Access Easement at 420 Division Street Adjacent to the 400 Block West
Parking Lot Located Over Part of the Southeasterly Portion of Vacated Ivy Place West
of Division Street from Stapel Properties LLC (Plan Commission Recommends
Approval)
Res 24-658 Grant Access Easement at 17 Church Avenue (400 Block West Parking Lot) Located
Over Part of the Northerly Portion of Vacated Ivy Place West of Division Street to 420
Division Street (Stapel Properties LLC) (Plan Commission Recommends Approval)
Res 24-659 Accept Water Main Easement at the Northwest Corner of West Snell Road and
Jackson Street (Parcel 1260010000) from Snell Holdings LLC (Plan Commission
Recommends Approval)
Res 24-660 Approve Specific Implementation Plan Amendment for Drive-Through Sign at 525
South Washburn Street (Plan Commission Recommends Approval)
Res 24-661 Approve Land Acquisitions from Part of 110 Algoma Boulevard and 138 Algoma
Boulevard (Plan Commission Recommends Approval)
Res 24-662 Approve Land Disposition of Part of 17 Church Avenue (400 Block West Parking Lot) to
110 Algoma Boulevard (Plan Commission Recommends Approval)
Res 24-663 Approve Class "B" Beer Fermented Malt Beverage
Res 24-664 Approve Special Class "B" License(s)
APPROVE CONSENT AGENDA ABOVE
Motion To Approve Jacob Floam
Second Kris Larson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
ITEMS REMOVED FROM CONSENT AGENDA: none
PENDING ORDINANCES
Ord 24-665 Approve Request to Annex to the City from the Town of Oshkosh, 4434 Island View
Drive, Parcel 01805930000 (Plan Commission Recommends Approval)
Motion To Approve Jacob Floam
Second Deputy Mayor Karl Buelow
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Ord 24-666 Amend Section 27A-11 of the Municipal Code to Update Parking Regulations on
South Main Street Between the Fox River and W. 9th Avenue (Transportation
Committee Recommends Approval)
Motion To Approve Paul Esslinger
Second Kris Larson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Ord 24-667 Amend Section 27A-11 of the Municipal Code to Extend No Parking Regulations on
the West Side of Dove Street (Transportation Committee Recommends Approval)
Motion To Approve Paul Esslinger
Second Kris Larson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Ord 24-668 Amend Section 27-14 of the Municipal Code Truck Routes Designated (Transportation
Committee Recommends Approval)
Motion To Approve Paul Esslinger
Second Kris Larson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Ord 24-669 Amend Section 27-35 and Appendix 27B of the Oshkosh Municipal Code Pertaining to
Parking Regulations Within City-Owned Parking Lots in Relation to the Construction of
the New East 9th Avenue Parking Lot (Transportation Committee Recommends
Approval)
Motion To Approve Paul Esslinger
Second Kris Larson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Ord 24-670 Amend Portions of Chapter 4 of the City of Oshkosh Municipal Code Pertaining to
Alcohol Beverages -- License Investigations, Granting and Issuance of Premises and
Operator's Licenses
Councilor Nichols would like to lay this ordinance over until the zoning
ordinance has been completed and reviewed, as it falls in conjunction with
liquor licensing. Nichols would also like a memo specifying in the zone change
what we are doing and why, how many current licenses we have, and how the
process will change.
Councilor Larson added he disliked what has been proposed so far, as there
are more than just zoning changes being made. Larson would like council to be
part of the discussion of changes made in the liquor licensing process.
Mayor Mugerauer suggested a workshop on this topic as it could be a free-
flowing discussion versus a structured environment as a council meeting has.
Deputy Attorney Praska reminded council that liquor licensing renewal and
outside special events are approaching soon, and a process will need to be put
in place.
LAYOVER
Motion To Approve Deputy Mayor Karl Buelow
Second Paul Esslinger
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Ord 24-671 Create Chapter 4 Article III-A Pertaining to Alcohol Beverages - Issuance of Special
Class "B" and Special "Class B" Licenses
Councilor Larson thanked staff for their time in putting this together.
Motion To Approve Kris Larson
Second Joe Stephenson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
NEW ORDINANCES (NOTE: It is anticipated that there will be no formal action taken at
this meeting on items marked with an asterisk (*) unless Council formally waives the
rules.)
*Ord 24-672 Approve Zone Change from Institutional (I) District to Urban Mixed Use District (UMU)
for Part of 240 Algoma Boulevard (Plan Commission Recommends Approval)
NEW RESOLUTIONS
Res 24-673 Approve Memorandum of Understanding with The Grand Oshkosh, Inc. (TGO) for
One Opera House Square Capital Project
City Manager Rohloff explained/summarized the agreement and expansion
project at the Grand Opera House. The city proposed to cover half of the
renovation expenses of five million dollars and the Grand is committed to
development efforts for the other five million. To accommodate the Grand, the
city has agreed to a three-year extension on their 5-year lease which would take
it out to the year 2045. The idea behind this is the Grand is committed to
maintaining and operating the Opera House for the city.
Councilor Stephenson highlighted this project as a perfect example of a
public/private partnership. The community is going to be given an outstanding
performing art center. He thanked everyone who worked together on getting
this completed before the end of the year.
Mayor Mugerauer wished The Grand Board much success in their fundraising
efforts and is very excited for this downtown space to draw more events and
people.
Councilor Floam encouraged all to look at the renderings.
Motion To Approve Joe Stephenson
Second Jacob Floam
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Paul Esslinger, DJ Nichols,
Jacob Floam
6 - 0 Passed
Res 24-674 Approve Amendment to The Grand Oshkosh, Inc. (TGO) Lease and Operating
Agreement
Motion To Approve Paul Esslinger
Second Joe Stephenson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Paul Esslinger, DJ Nichols,
Jacob Floam
6 - 0 Passed
Res 24-675 Approve Combination "Class B" Beer/Liquor License Surrender, Amend Current Liquor
License Business Name and Premise, and Issuance of Combination "Class B"
Beer/Liquor License (X Golf)
Motion To Approve Paul Esslinger
Second Kris Larson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Res 24-676 Appoint Interim City Manager
Mayor Mugerauer explained that this is an administrative function as City
Manager Rohloff's last day is soon. Assistant City Manager Fitzpatrick will
temporarily assume the duties of city manager until the position is filled,
amending his salary as an increase of $1000 per paid period while serving as
interim city manager.
Motion To Approve Paul Esslinger
Second Deputy Mayor Karl Buelow
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Res 24-677 Approve Specific Implementation Plan Amendment for Pylon Sign at 1290 South
Koeller Street (Plan Commission Recommends Denial)
Councilor Esslinger does not feel the criteria for signage on Koeller Street is
logical. He feels the rules should only include no sight obstructions.
Councilor Nichols reached out to Planning for clarification. If the business wanted
a ground sign during the original construction stage, they could have configured
their parking lot for that particular sign to be within code. The purpose of this
particular code is to have uniformity.
Councilor Floam does not like to dictate to businesses how to operate, but there
is a reason why we have policies in place, and he agrees with the Plan
Commission recommendation.
Deputy Mayor Below said he has been to places that don't have good codes
and ordinances, and that he now appreciates the codes the city of Oshkosh
has. He thinks it is important to set a standard and stick to it.
Mayor Mugerauer agrees this should have been something the business looked
at during the construction stage, then it could have been accommodated in
some way. Now it would be very difficult to comply.
Councilor Stephenson wants to be business-friendly but believes in enforcing the
zoning code.
Motion To Approve Paul Esslinger
Second Deputy Mayor Karl Buelow
AYE:Kris Larson, Paul Esslinger
No:Mayor Matt Mugerauer, Joe Stephenson, Deputy Mayor Karl Buelow, DJ
Nichols, Jacob Floam
2 - 5 Failed
Res 24-678 Approve Professional Service Agreement with Associated Appraisal Consultants, Inc.
for 2025 Property Assessment Revaluation ($285,000.00)
Councilor Nichols thanked staff for putting this memo together and encouraged
everyone to look at the agenda item and memo. You will learn a lot about what
we are doing and why.
Motion To Approve Deputy Mayor Karl Buelow
Second Kris Larson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Res 24-679 Approve Professional Service Agreement with Associated Appraisal Consultants, Inc.
for Three Year Annual Maintenance for Commercial Assessment Services ($202,500.00)
Motion To Approve Deputy Mayor Karl Buelow
Second Kris Larson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Res 24-680 Amend Resolution 24-413 Granting ARPA Funding for Development of a Multi-shift
Child Daycare Facility, Approve City Grant Application to WEDC, and Approve City-
Funded Development Grant and Development Agreement with The Corridor
Development, LLC and Wisconsin Partnership for Housing Development, Inc., All in
Relation to the Corridor Development to be Located in the 600 Blocks of Jefferson
Avenue and North Main Street
Councilor Stephenson noted that Oshkosh is on the map for this project. Many
other municipalities are facing the same issues with affordable housing and
daycare and Oshkosh is acting on the subject.
Motion To Approve Kris Larson
Second Deputy Mayor Karl Buelow
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Res 24-681 Approve Land Acquisition of 1226 Oshkosh Avenue, 1236 Oshkosh Avenue, Vacant
Lots Previously Known as 1232 Oshkosh Avenue (Parcel 1600370000) and 1240 Oshkosh
Avenue (Parcel 1600390000; ($800,000) (Plan Commission Recommends Approval)
Councilor Nichols has heard a number of positive comments on the city
acquiring these buildings and land that will allow the city to fix the Sawyer and 21
intersections.
Motion To Approve Deputy Mayor Karl Buelow
Second Jacob Floam
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Res 24-682 Approve Land Acquisition for a 5.5-Acre Portion of 3483 Jackson Street for
Development of Workforce Housing (Parcel 1250160000); ($154,000) (Plan Commission
Recommends Approval)
Councilor Nichols understands the concerns in the community. Nichols hopes by
expanding the neighborhood radius for neighborhood meetings, more people
will get involved and get the proper information.
Councilor Floam noted that workforce homes are single-family homes. The city
had under twenty, built last in 2023. Floam is very excited about this program
and encourages more dialog between the city and residents.
Deputy Mayor Buelow states that workforce housing is 80 to 120% of the median
income. That is where the target for this is.
Motion To Approve DJ Nichols
Second Kris Larson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Res 24-683 Approve Fee Schedule for Sanitary Sewer Use Charges
Motion To Approve Deputy Mayor Karl Buelow
Second Kris Larson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Res 24-684 Approve Fee Schedule for Storm Water Use Charges
Motion To Approve Deputy Mayor Karl Buelow
Second Kris Larson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Res 24-685 Approve 2025 Fees and Charges Schedule
Councilor Stephenson questioned the fee for lead testing.
Assistant Director of Public Works Gohde explained that in the revision, the city is
required to offer testing for the homes that have a lead servicing line. The fee
associated with this is the cost to recoup the cost for testing.
Motion To Approve Deputy Mayor Karl Buelow
Second Kris Larson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
Res 24-686 Appropriate ARPA Funds for 2024 Projects in Lieu of Issuing Debt
Motion To Approve Jacob Floam
Second Deputy Mayor Karl Buelow
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl
Buelow, Paul Esslinger, DJ Nichols, Jacob Floam
7 - 0 Passed
COUNCIL DISCUSSION, DIRECTION TO CITY MANAGER & FUTURE AGENDA ITEMS
Discussion and Direction to City Manager
West 7th Avenue Update
Future Agenda Items, Meetings, and Workshops
Presentation from Oshkosh Area Humane Society (TBD)
COUNCIL MEMBER ANNOUNCEMENTS & STATEMENTS
CITY MANAGER ANNOUNCEMENTS & STATEMENTS
Professional Services Agreement with CliftonLarsonAllen (CLA) for Financial Process
Improvements (estimated $25,000)
Professional Services Agreement with Strand Associates, Inc. (Strand) for 2025 Storm
Water Management Assistance ($50,000)
Professional Services Agreement with Brown and Caldwell for 2025 General Storm
Water Services ($50,000)
Professional Services Agreement with Brown and Caldwell for 2025 Site Plan Review
Services ($25,000)
Amendment to Professional Services Agreement with AECOM for Sediment Thickness
Verification and Waste Characterization of North High Detention Basin (+$6,605)
Outstanding Issues
MOTION TO GO INTO CLOSED SESSION (Room 404, City Hall)
The Common Council may convene into closed session pursuant to Section 19.85(1)
(c) of the Wisconsin Statutes, when considering employment of any public employee
over which the Common Council has jurisdiction and exercises responsibility, and
under Section 19.85(1)(e) of the Wisconsin Statutes, where competitive or bargaining
reasons require a closed session (specifically, to consider finalists for the City Manager
recruitment).
ADJOURN - 7:14 p.m.
SUBMITTED BY DIANE BARTLETT, CITY CLERK
THE FULL AUDIO/VIDEO RECORDING OF THIS MEETING IS AVAILABLE ON OUR WEBSITE
THE FULL TRANSCRIPT OF THIS MEETING IS AVAILABLE ON THE YOUTUBE PLAYBACK CHANNEL
D R A F T
CITY COUNCIL MINUTES
12.23.24
CALL TO ORDER: 12:01 PM
ROLL CALL
Present:Matt Mugerauer, Mayor; Kris Larson; Joe Stephenson; Karl Buelow, Deputy
Mayor; Paul Esslinger; DJ Nichols
Absent:Jacob Floam
Staff:John Fitzpatrick, Assistant City Manager/Director of Administrative Services;
Lynn Lorenson, City Attorney; Diane Bartlett, City Clerk
INVOCATION - VOTING FIRST: Council Member Larson
PLEDGE OF ALLEGIANCE
NEW RESOLUTIONS
Res 24-687 Appoint City Manager and Approve Employment Agreement
Motion by Councilor Esslinger to strike location requirement
Failed - no second
Motion by Councilor Esslinger to strike relocation allocation
Failed - no second
Motion To Approve Deputy Mayor Karl Buelow
Second Kris Larson
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl Buelow,
Paul Esslinger, DJ Nichols
6 - 0 Passed
ADJOURN: 12:12 PM
Motion To Approve DJ Nichols
Second Paul Esslinger
AYE:Mayor Matt Mugerauer, Kris Larson, Joe Stephenson, Deputy Mayor Karl Buelow,
Paul Esslinger, DJ Nichols
6 - 0 Passed
SUBMITTED BY DIANE BARTLETT, CITY CLERK
THE FULL AUDIO/VIDEO RECORDING OF THIS MEETING IS AVAILABLE ON OUR WEBSITE
THE FULL TRANSCRIPT OF THIS MEETING IS AVAILABLE ON THE YOUTUBE PLAYBACK CHANNEL
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Receipt & Filing of Minutes - Library Board, 11.21.2024
A t t a chment sAttachments
Library Board Minutes 11.21.24
Page 1
MINUTES OF THE LIBRARY BOARD
Oshkosh Public Library
November 21, 2024
The November 21, 2024, Oshkosh Public Library Board of Trustees meeting was held in the
Oshkosh Public Library meeting room and called to order at 4:00 PM by President, Bill Bracken.
Present: Bill Bracken, Kim Brown, Susan Fojtik, Tony Kneepkens, Christine Melms-Simon,
Baron Perlman, David Rucker, Amber Shemanski, Molly Templin, Adjunct Board
Member and Jason Schmidt, Adjunct Board Member
Absent: Lindsey Mugerauer
Also Present: Darryl Eschete, Library Director; Lisa Voss, Head of Library Development; Ruth
Percey, Head of Circulation; Marcy Cannon, Winnefox Library System Business
Manager, Tracie Schlaak, Winnefox Library System Administrative Specialist and
Neal Matherne, Curator of Education at the Oshkosh Public Museum.
Public Comments: None
Consent Agenda Items
• Minutes of the Regular Board Meeting of October 31, 2024
• Minutes of the Special Board Meeting of November 5, 2024
• Vouchers Payable - $313,516.17
It was brought up that the Minutes of the Special Board Meeting should say at the top -
“Special Board Meeting” instead of just “Board Meeting”.
Motion to approve the consent agenda as presented with changes to the Minutes of
November 5, 2024.
Motion: Perlman; Second: Lautenschlager; Vote: Unanimous
New Business
• Resolution: Acceptance of Additional County Funds: In 2023, the Winnefox System
negotiated payment for member libraries to receive additional funding from Winnebago
County for Hoopla streaming services and special programming support. As these funds were
not pre-budgeted during the 2024 budget cycle, a resolution is required to add the funds to
the operating budget first by the Library Board of Trustees and then Common Council. Action
requested: Approve resolution adding $12,494.80 in County funding for Hoopla streaming
service and program support to operating budget.
Motion to approve the resolution adding $12,494.80 in County funding for Hoopla streaming
service and program support to the 2024 operating budget.
Motion : Fojtik; Second: Brown; Vote: Unanimous
• Proposed revisions to circulation policy: Consider revisions to the Circulation Loan Periods and
Item Limits on certain items to increase accessibility and availability. Action requested: Move
to approve changes to circulation policy on Try-It-Yourself kits, Yard Games and Board
Games.
• Motion to approve the changes to the Circulation Loan Periods and Item Limits on certain
items as presented.
Page 2
• Motion : Lautenschlager; Second: Perlman; Vote: Unanimous
• Director reported on the planned third-party analysis of City-Library finance practices: Report
on the planning for a cooperative, third-party-led analysis of the interdepartmental business
practices of the Oshkosh Public Library and City of Oshkosh.
Future Agenda Items
• Contingency Funds Plan
• Library Card Pilot Programs
Adjournment
Motion to adjourn at 5:15 PM
Motion : Perlman; Second: Melms-Simon; Vote: Unanimous
Respectfully,
Darryl Eschete, Secretary
Tracie Schlaak – Recorder
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Receipt & Filing of Minutes - Museum Arts and Culture Board, 11.13.2024
A t t a chment sAttachments
MAC Board Nov Minutes
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Justin Gierach, Engineering Division Manager/City Engineer
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-01 Approve CIP Budget Amendment and Change Order No. 1 (Final) for Public Works
Contract No. 22-01 Bowen Street Sanitary Interceptor Sewer and Storm Sewer Construction /
PTS Contractors, Inc. (+$360,961.18)
B A C KGRO UN DBACKGROUND
Change Order No. 1 (Final) for Contract 22-01 is scheduled for consideration by the Common Council at
the January 14, 2025 meeting. The Contract was originally awarded to PTS Contractors, Inc. in April of
2022. This change order is for additional services requested by the City and to adjust quantities to match
the necessary installation in the field.
A N A L Y SI SANALYSIS
Following is a summary of the significant changes to each section of the Capital Improvement Program
(CIP):
Street -- Concrete patch was added on Murdock Avenue due to it failing before the Project started.
Final quantities were adjusted to match field conditions.
Storm Sewer -- Additional concrete was required to be removed and replaced as a part of the
construction process. Additionally, final quantities were adjusted to match field conditions.
Sanitary Sewer -- Additional concrete was required to be removed and replaced as a part of the
construction process; a different type of connection was required for the connection to the existing
manhole; and additional undocumented laterals were required to be installed. Additionally, final
quantities were adjusted to match field conditions.
Water Main -- Additional laterals were required to be installed and five (5) new 16" valves were
installed to assist in isolating sections to minimize the disruptions to residents in the area during
construction. Additionally, these new valves will assist Water Distribution in the future by being able
to isolate smaller sections of main. Final quantities were adjusted to match field conditions.
Property Improvements -- Final quantities were adjusted to match field conditions.
FI SC A L I M P A CTFISCAL I M P A C T
Contract
Section
Change Order
Amount
Estimated
Total
Construction
Costs
CIP Budget /
Transferred
Amount
Street $35,864.16 $40,167.86 $50,000
Storm Sewer $122,619.41 $2,148,130.33 $2,150,000
Sanitary
Sewer $122,852.63 $3,357,838.67 $3,944,800
Water Main $87,125.00 $94,966.25 $100,000
Property
Improvements -$7,500.02 $62,764.78 $75,000
Admin $0.00 $837.28 $5,000
Total $360,961.18 $5,704,705.17 $6,324,800
Funding for the Storm Sewer, Sanitary Sewer, Admin, and Property Improvements portions of this Change
Order is in the 2022 CIP (Account No. 03210410-6802-04201/Contract Control-Sanitary Sewer-22-01 Bowen
St Interceptor Sewer, 03210410-6804-04201/Contract Control-Storm Sewer-22-01 Bowen St Interceptor
Sewer, 03210410-6810-04201-Contract Control-Admin-22-01 Bowen St Interceptor Sewer, and 03221910-
7206-64911/Sewer Capital Fund-Capital Construction-Lift Station - Abandon Murdock). Funding for the
Street and Water Main portion of this Change Order is available from CIP projects which have come in
under budget:
$50,000 will be transferred from Account No. 03210410-6801-04308 (Contract Control-Paving-23-08
Multi Street Reconstruction) to Account No. 03210410-6801-04201 (Contract Control-Street-22-01
Bowen St Interceptor Sewer).
$100,000 will be transferred from Account No. 03210410-6803-04308 (Contract Control-Water Main-23-
08 Multi Street Reconstruction) to Account No. 03210410-6803-04201 (Contract Control-Water Main-
22-01 Bowen St Interceptor Sewer).
REC O M M E N D A TI ONRECOMMENDATION
I recommend approval of Change Order No. 1 (Final) to Contact No. 22-01 in the amount of $360,961.18
to PTS Contractors, Inc. and the transfer of CIP funds.
A t t a chment sAttachments
RES 25-01
22-01 CO #1 (Final)
01/14/2025 25-01 RESOLUTION
CARRIED 6-0
PURPOSE: APPROVE CIP BUDGET AMENDMENT AND CHANGE ORDER NO. 1 (FINAL) FOR PUBLIC WORKS
CONTRACT NO. 22-01 BOWEN STREET SANITARY INTERCEPTOR SEWER AND STORM SEWER CONSTRUCTION / PTS
CONTRACTORS, INC. (+$360,961.18)
INITIATED BY : DEPARTMENT OF PUBLIC WORKS
WHEREAS, the City previously entered into an Agreement with PTS Contractors, Inc. for Bowen Street
Sanitary Interceptor Sewer and Storm Sewer Construction; and
WHEREAS, the Common Council has adopted the 2025 Capital Improvement Program and Budget, which
is on file in the Office of the City Clerk and available for public inspection; and
WHEREAS, the contract was originally awarded in April 2022; and
WHEREAS, it is necessary to amend the 2025 Capital Improvement Program Budget to transfer funds for
additional services and adjust quantities with the project.
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the 2025 Capital
Improvements Budget, on file in the City Clerk’s Office, is hereby amended as follows:
To transfer $50,000.00 from Account No. 03210410-6801-04308 (Contract Control-Paving-23-08 Multi
Street Reconstruction) to Account No. 03210410-6801-04201 (Contract Control-Street-22-01 Bowen St
Interceptor Sewer).
To transfer $100,000.00 from Account No. 03210410-6803-04308 (Contract Control-Water Main-23-08
Multi Street Reconstruction) to Account No. 03210410-6803-04201 (Contract Control-Water Main-22-01
Bowen St Interceptor Sewer).
BE IT FURTHER RESOLVED by the Common Council of the City of Oshkosh that the following change Order, a
copy of which is attached, is hereby approved:
PTS Contractors, Inc.
4075 Eaton Road
Green Bay, WI 54311
Net Increase to Contract: $360,961.18
PURPOSE: See attached Change Order.
Money for this purpose is hereby appropriated from:
Acct. Nos.
03210410-6802-04201 Contract Control-Sanitary Sewer-22-01 Bowen St Interceptor Sewer
03210410-6804-04201 Contract Control-Storm Sewer-22-01 Bowen St Interceptor Sewer
03210410-6810-04201 Contract Control-Admin-22-01 Bowen St Interceptor Sewer
03221910-7206-64911 Sewer Capital Fund-Capital Construction-Lift Station - Abandon Murdock
TO: PTS CONTRACTORS, INC.
4075 EATON ROAD
GREEN BAY, WI 54311
Your present contract with the City of Oshkosh, Contract No. 22-01, awarded April 12, 2022, is hereby
amended and changed as follows:
$91,458.75
($16,492.00)
$285,994.43
$360,961.18
SECTION I TOTALS
BID TOTAL $4,806,149.51 $4,806,149.51
CO #1 $360,961.18 $360,961.18
$5,167,110.69 $5,167,110.69
CITY OF OSHKOSH
BY:
I certify that provision has been made to pay the liability that will accrue to the City of Oshkosh, Wisconsin,
under the within Change Order.
Approved as to form:
City Attorney
NET INCREASE TO ADDITIONAL WORK:
NET INCREASE TO SECTION I:
CHANGE ORDER #1 (FINAL)
DATE: JANUARY 3, 2025
CONTRACT TOTAL
NET INCREASE TO CONTRACT
NET DECRESE TO ALTERNATE 2:
______________________________
Comptroller
______________________________
Contractor
______________________________
Approved and accepted:
______________________________
City Manager
City Clerk
______________________________
CONTRACT 22-01 CHANGE ORDER #1 (FINAL)
22-01
ITEM
NUMBER DESCRIPTION UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
1050
Mobilization; complete as
specified
Lump
Sum 1.00 1.00 $440,215.00
1100
Removing pavement;
complete as specified
Square
Yards 11,500.00 13,585.80 2,085.80 $2.30 $4,797.34
1110
Removing curb and gutter;
complete as specified
Linear
Feet 60.00 71.00 11.00 $6.00 $66.00
1120
Removing concrete and
asphalt sidewalk and
driveway; complete as
specified
Square
Feet 1,750.00 8,470.00 6,720.00 $1.00 $6,720.00
1200
Unclassified excavation;
complete as specified
Cubic
Yards 1,900.00 2,247.40 347.40 $21.40 $7,434.36
1220
Excavation special (paving);
complete as specified Tons 60.00 0.00 -60.00 $11.00 ($660.00)
1308
7" concrete pavement
removal and replacement;
including sawing; pavement
ties; dowel bars; bond
breaker; integral curb and fine
grading; turf restoration; and
traffic control; complete as
specified
Square
Yards 55.00 77.00 22.00 $114.00 $2,508.00
1314A
8" concrete pavement
doweled; with 6" CABC and
grading; complete as
specified
Square
Yards 10,000.00 11,683.01 1,683.01 $53.75 $90,461.79
1315
8" concrete pavement
doweled; HES; with 6" CABC
and grading; complete as
specified
Square
Yards 1,250.00 1,801.50 551.50 $73.90 $40,755.85
1334
Concrete pavement gaps;
complete as specified Each 2.00 5.00 3.00 $1,295.00 $3,885.00
1350
Pavement ties; complete as
specified Each 850.00 725.00 -125.00 $9.00 ($1,125.00)
1354
Drilled dowel bars; 1 1/4";
complete as specified Each 240.00 414.00 174.00 $15.00 $2,610.00
1360
Adjust manholes and inlets;
complete as specified Each 55.00 57.00 2.00 $465.00 $930.00
1370
Turf restoration; complete as
specified
Square
Yards 750.00 1,576.00 826.00 $9.00 $7,434.00
1380
Cold weather covering
(concrete pavement) - single
visquine; complete as
specified
Square
Yards 1,000.00 0.00 -1,000.00 $0.01 ($10.00)
1382
Cold weather covering
(concrete pavement) - double
visquine; complete as
specified
Square
Yards 1,000.00 0.00 -1,000.00 $0.01 ($10.00)
1384
Cold weather covering
(concrete pavement) - double
visquine with 6" hay;
complete as specified
Square
Yards 1,000.00 0.00 -1,000.00 $0.01 ($10.00)
Page 2 of 12
CONTRACT 22-01 CHANGE ORDER #1 (FINAL)
ITEM
NUMBER DESCRIPTION UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
1390
Up-charge for late season
cold weather concrete
pavement; complete as
specified
Cubic
Yards 335.00 0.00 -335.00 $0.01 ($3.35)
1410
12" radius curb with 6" CABC
and grading; complete as
specified
Linear
Feet 200.00 250.00 50.00 $13.50 $675.00
1442
30" curb and gutter; 8"; with
6" CABC and grading;
complete as specified
Linear
Feet 60.00 71.00 11.00 $47.00 $517.00
1460
Sidewalk curb; complete as
specified
Linear
Feet 75.00 0.00 -75.00 $26.00 ($1,950.00)
1500
4" concrete sidewalk with 3"
CABC and grading; complete
as specified
Square
Feet 1,000.00 1,787.00 787.00 $7.25 $5,705.75
1510
6" concrete sidewalk/
driveway/ramp with 3" CABC
and grading; complete as
specified
Square
Feet 1,800.00 5,666.00 3,866.00 $7.25 $28,028.50
1540
Curb ramp detectable
warning field (natural/non-
painted); complete as
specified
Square
Feet 100.00 140.00 40.00 $37.00 $1,480.00
1550
No. 4 reinforcing rods -
deformed; epoxy-coated;
complete as specified
Linear
Feet 110.00 240.00 130.00 $2.05 $266.50
1560
Drilled No. 4 sidewalk tie bars
- deformed; epoxy-coated;
complete as specified Each 45.00 120.00 75.00 $6.25 $468.75
1580
Cold weather covering
(sidewalk) - single visquine;
complete as specified
Square
Feet 250.00 0.00 -250.00 $0.01 ($2.50)
1582
Cold weather covering
(sidewalk) - double visquine;
complete as specified
Square
Feet 250.00 0.00 -250.00 $0.01 ($2.50)
1584
Cold weather covering
(sidewalk) - double visquine
with 6" hay; complete as
specified
Square
Feet 250.00 0.00 -250.00 $0.01 ($2.50)
1590
Up-charge for late season
cold weather concrete
sidewalk; complete as
specified
Cubic
Yards 100.00 0.00 -100.00 $0.01 ($1.00)
1650
Locate existing property
monuments; complete as
specified Each 10.00 19.00 9.00 $156.00 $1,404.00
1652
Replace existing property
monuments; complete as
specified Each 10.00 6.00 -4.00 $52.00 ($208.00)
1700
Sawing existing pavement;
complete as specified
Linear
Feet 400.00 230.00 -170.00 $5.00 ($850.00)
1710
Sawing concrete pavement
full depth; complete as
specified
Linear
Feet 3,300.00 2,810.00 -490.00 $3.00 ($1,470.00)
Page 3 of 12
CONTRACT 22-01 CHANGE ORDER #1 (FINAL)
ITEM
NUMBER DESCRIPTION UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
1900
Tack coat; complete as
specified Gallons 2.00 2.00 $3.00
1906
4" asphaltic pavement LT with
10" CABC and grading;
complete as specified
Square
Yards 150.00 21.20 -128.80 $80.00 ($10,304.00)
1911
4" asphaltic transition LT with
10" CABC and grading;
complete as specified
Square
Yards 40.00 123.66 83.66 $80.00 $6,692.80
1916
4" asphaltic surface LT with
6" CABC and grading;
complete as specified
Square
Yards 20.00 155.40 135.40 $70.00 $9,478.00
1974
Pavement markings; epoxy;
4" (white); complete as
specified
Linear
Feet 1,100.00 1,595.60 495.60 $1.30 $644.28
1975
Pavement markings; epoxy;
4" (yellow); complete as
specified
Linear
Feet 5,350.00 5,142.30 -207.70 $1.30 ($270.01)
1978
Pavement markings; stop-line
epoxy; 18" (white); complete
as specified
Linear
Feet 25.00 22.50 -2.50 $12.50 ($31.25)
1980
Pavement markings; arrow
epoxy; Type 2 (white);
complete as specified Each 1.00 1.00 $235.00
1983
Pavement markings; word;
epoxy (white); complete as
specified Each 1.00 1.00 $260.00
2001
Furnish and install 8" storm
sewer; complete as specified
Linear
Feet 10.00 0.00 -10.00 $137.00 ($1,370.00)
2002
Furnish and install 10" storm
sewer; complete as specified
Linear
Feet 15.00 32.00 17.00 $148.00 $2,516.00
2003
Furnish and install 12" storm
sewer; complete as specified
Linear
Feet 290.00 342.50 52.50 $83.00 $4,357.50
2006
Furnish and install 15" storm
sewer; complete as specified
Linear
Feet 85.00 122.00 37.00 $104.00 $3,848.00
2012
Furnish and install 21" storm
sewer; complete as specified
Linear
Feet 55.00 18.00 -37.00 $155.00 ($5,735.00)
2015
Furnish and install 24" storm
sewer; complete as specified
Linear
Feet 5.00 0.00 -5.00 $221.00 ($1,105.00)
2059
Furnish and install 48" x 76"
HERCP Class III storm
sewer; complete as specified
Linear
Feet 775.00 763.00 -12.00 $300.00 ($3,600.00)
2061
Furnish and install 53" x 83"
HERCP Class III storm
sewer; complete as specified
Linear
Feet 400.00 406.00 6.00 $372.00 $2,232.00
2063
Furnish and install 58" x 91"
HERCP Class III storm
sewer; complete as specified
Linear
Feet 550.00 544.00 -6.00 $438.00 ($2,628.00)
2201
Furnish and install standard
storm sewer manhole (4'
diameter); complete as
specified
Vertical
Feet 3.25 3.09 -0.16 $556.00 ($88.96)
Page 4 of 12
CONTRACT 22-01 CHANGE ORDER #1 (FINAL)
ITEM
NUMBER DESCRIPTION UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
2213
Furnish and install standard
storm sewer inlet manhole (4'
diameter); complete as
specified
Vertical
Feet 3.75 8.75 5.00 $585.00 $2,925.00
2225A
Furnish and install storm
sewer junction chamber
manhole N-20; complete as
specified Each 1.00 1.00 $23,315.00
2225B
Furnish and install storm
sewer junction chamber
manhole N-21; complete as
specified Each 1.00 1.00 $23,315.00
2225C
Furnish and install storm
sewer junction chamber
manhole N-22; complete as
specified Each 1.00 1.00 $23,315.00
2225D
Furnish and install storm
sewer junction chamber
manhole N-23; complete as
specified Each 1.00 1.00 $24,586.00
2225E
Furnish and install storm
sewer junction chamber
manhole N-24; complete as
specified Each 1.00 1.00 $24,586.00
2225F
Furnish and install storm
sewer junction chamber
manhole N-26; complete as
specified Each 1.00 1.00 $26,245.00
2225G
Furnish and install storm
sewer junction chamber
manhole N-27; complete as
specified Each 1.00 1.00 $26,245.00
2225H
Furnish and install storm
sewer junction chamber
manhole N-28; complete as
specified Each 1.00 1.00 $26,245.00
2225I
Furnish and install storm
sewer junction chamber
manhole N-29; complete as
specified Each 1.00 1.00 $43,310.00
2235
Furnish and install Type 1
inlet (with 18" sump);
complete as specified Each 1.00 0.00 -1.00 $3,020.00 ($3,020.00)
2237
Furnish and install Type 3
inlet (with 18" sump);
complete as specified Each 12.00 14.00 2.00 $2,280.00 $4,560.00
2402
Furnish and install 8" storm
sewer lateral; complete as
specified
Linear
Feet 20.00 15.00 -5.00 $89.00 ($445.00)
2404
Furnish and install storm
sewer marker balls; complete
as specified Each 2.00 3.00 1.00 $62.00 $62.00
2406
Furnish and install storm
sewer clay dams; complete
as specified Each 1.00 0.00 -1.00 $115.00 ($115.00)
Page 5 of 12
CONTRACT 22-01 CHANGE ORDER #1 (FINAL)
ITEM
NUMBER DESCRIPTION UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
2508
Furnish; install; maintain; and
remove Type D modified inlet
protection; complete as
specified Each 40.00 38.00 -2.00 $75.00 ($150.00)
2510
Sediment removal - Type D
modified inlet protection;
complete as specified Each 40.00 38.00 -2.00 $5.25 ($10.50)
2516
Furnish; install; maintain; and
remove stone bag; complete
as specified Each 50.00 50.00 $11.00
2800
Abandon 8" - 12" storm
sewer; complete as specified
Linear
Feet 125.00 128.00 3.00 $21.00 $63.00
2802
Abandon 15" and larger storm
sewer; complete as specified
Linear
Feet 1,150.00 1,150.00 $18.00
2804
Remove 30" and smaller
storm sewer; complete as
specified
Linear
Feet 100.00 283.00 183.00 $35.00 $6,405.00
2810
Abandon storm sewer
manholes and inlets;
complete as specified Each 6.00 1.00 -5.00 $450.00 ($2,250.00)
2812
Remove storm sewer
manholes and inlets;
complete as specified Each 4.00 6.00 2.00 $575.00 $1,150.00
2850
Connect to existing storm
sewer main; complete as
specified Each 4.00 5.00 1.00 $1,055.00 $1,055.00
2852
Connect to existing storm
sewer lateral; complete as
specified Each 2.00 3.00 1.00 $315.00 $315.00
2856
Connect to existing storm
sewer manhole; complete as
specified Each 5.00 3.00 -2.00 $1,230.00 ($2,460.00)
2858
Connect to existing storm
sewer inlet; complete as
specified Each 1.00 0.00 -1.00 $680.00 ($680.00)
2914
Storm sewer utility line
opening (ULO); complete as
specified Each 2.00 0.00 -2.00 $580.00 ($1,160.00)
2950
Excavation special (storm);
complete as specified Tons 150.00 0.00 -150.00 $57.00 ($8,550.00)
3000
Furnish and install 8" sanitary
sewer (relay); complete as
specified
Linear
Feet 55.00 61.00 6.00 $190.00 $1,140.00
3010
Furnish and install 21"
sanitary sewer (relay);
complete as specified
Linear
Feet 15.00 14.50 -0.50 $290.00 ($145.00)
3012
Furnish and install 24"
sanitary sewer (relay);
complete as specified
Linear
Feet 10.00 18.00 8.00 $388.00 $3,104.00
3100
Furnish and install standard
sanitary sewer manhole (4'
diameter); complete as
specified
Vertical
Feet 12.30 12.25 -0.05 $292.00 ($14.60)
Page 6 of 12
CONTRACT 22-01 CHANGE ORDER #1 (FINAL)
ITEM
NUMBER DESCRIPTION UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
3113
Furnish and install sanitary
junction chamber manhole N-
10; complete as specified Each 1.00 0.00 -1.00 $29,500.00 ($29,500.00)
3114
Furnish and install external
sanitary sewer manhole
chimney seal; complete as
specified Each 10.00 11.00 1.00 $518.00 $518.00
3116
Furnish and install external
sanitary sewer manhole
chimney seal extension;
complete as specified Each 1.00 1.00 $466.00
3222
Furnish and install 6" sanitary
sewer "Insert-A-Tee" or "Kor-
N-Tee"; complete as specified Each 8.00 9.00 1.00 $320.00 $320.00
3234
Furnish and install 4"/6"
sanitary sewer lateral (relay);
complete as specified
Linear
Feet 64.00 247.50 183.50 $145.00 $26,607.50
3235
Furnish and install 4"/6"
sanitary sewer riser (relay);
complete as specified
Linear
Feet 26.00 4.50 -21.50 $120.00 ($2,580.00)
3236
Furnish and install sanitary
sewer lateral marker balls;
complete as specified Each 16.00 17.00 1.00 $74.00 $74.00
3238
Furnish and install clay dams;
complete as specified Each 8.00 5.00 -3.00 $115.00 ($345.00)
3300
Furnish and install connection
to existing 8" sanitary sewer
mains; complete as specified Each 2.00 2.00 $1,785.00
3310
Furnish and install connection
to existing 21" sanitary sewer
mains; complete as specified Each 1.00 1.00 $3,775.00
3320
Furnish and install connection
to existing 48" sanitary sewer
mains; complete as specified Each 1.00 1.00 $309,540.55
3329
Connect to existing 14"
sanitary sewer force mains;
complete as specified Each 1.00 1.00 $40,500.00
3330
Furnish and install sanitary
sewer concrete collars;
complete as specified Each 1.00 0.00 -1.00 $3,320.00 ($3,320.00)
3514
Furnish and install trenchless
66" sanitary sewer casing
pipe; complete as specified
Linear
Feet 35.00 0.00 -35.00 $2,830.00 ($99,050.00)
3600
Rock excavation; complete
as specified
Cubic
Yards 2,400.00 0.00 -2,400.00 $0.01 ($24.00)
3700
Closed circuit televising;
complete as specified
Linear
Feet 2,710.00 2,692.50 -17.50 $1.80 ($31.50)
3710
Closed circuit televising -
using push camera; complete
as specified Each 2.00 1.00 -1.00 $695.00 ($695.00)
Page 7 of 12
CONTRACT 22-01 CHANGE ORDER #1 (FINAL)
ITEM
NUMBER DESCRIPTION UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
3800
Abandon sanitary sewer
manholes; complete as
specified Each 4.00 3.00 -1.00 $565.00 ($565.00)
3855
Abandon 14" sanitary sewer
force main; complete as
specified
Linear
Feet 1,450.00 1,450.00 $14.00
3856
Abandon 20" sanitary sewer
force main; complete as
specified
Linear
Feet 7,950.00 7,950.00 $14.00
3860
Abandon and raze Murdock
Avenue lift station; complete
as specified Each 1.00 0.76 -0.24 $31,750.00 ($7,500.00)
3861
Abandon and raze Bowen
Street lift station; complete as
specified Each 1.00 1.00 $31,790.00
3890
Sanitary sewer utility line
opening (ULO); complete as
specified Each 2.00 1.00 -1.00 $575.00 ($575.00)
3892
Excavation special (sanitary);
complete as specified Tons 150.00 0.00 -150.00 $57.00 ($8,550.00)
3973
Furnish and install additional
grout; complete as specified Gallons 50.00 0.00 -50.00 $26.00 ($1,300.00)
3990
Furnish and install chemical
protection coating; complete
as specified
Vertical
Feet 130.00 114.90 -15.10 $145.00 ($2,189.50)
3991
Furnish manhole chemical
protection coating set-up;
complete as specified Each 9.00 8.00 -1.00 $205.00 ($205.00)
4000
Furnish and install 4" ductile
iron water main (relay) with
polywrap; complete as
specified
Linear
Feet 55.00 119.50 64.50 $165.00 $10,642.50
4002
Furnish and install 6" ductile
iron water main (relay) with
polywrap; complete as
specified
Linear
Feet 200.00 117.60 -82.40 $160.00 ($13,184.00)
4004
Furnish and install 8" ductile
iron water main (relay) with
polywrap; complete as
specified
Linear
Feet 80.00 65.00 -15.00 $175.00 ($2,625.00)
4010
Furnish and install 16" ductile
iron water main (relay) with
polywrap; complete as
specified
Linear
Feet 75.00 83.00 8.00 $235.00 $1,880.00
4036
Furnish and install 1" water
service (relay); complete as
specified
Linear
Feet 141.00 364.50 223.50 $109.00 $24,361.50
4040
Furnish and install 2" water
service (relay); complete as
specified
Linear
Feet 94.00 59.00 -35.00 $128.00 ($4,480.00)
4048
Furnish and install 1"
corporation and stop box;
complete as specified Each 3.00 8.00 5.00 $609.00 $3,045.00
Page 8 of 12
CONTRACT 22-01 CHANGE ORDER #1 (FINAL)
ITEM
NUMBER DESCRIPTION UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
4053
Furnish and install 2"
corporation and stop box;
complete as specified Each 2.00 1.00 -1.00 $1,725.00 ($1,725.00)
4055
Furnish and install water
service clay dams; complete
as specified Each 5.00 12.00 7.00 $115.00 $805.00
4056
Furnish and install
connections to existing 4"
water main; complete as
specified Each 2.00 2.00 $2,515.00
4058
Furnish and install
connections to existing 6"
water main; complete as
specified Each 4.00 2.00 -2.00 $2,815.00 ($5,630.00)
4060
Furnish and install
connections to existing 8"
water main; complete as
specified Each 5.00 3.00 -2.00 $3,255.00 ($6,510.00)
4066
Furnish and install
connections to existing 16"
water main; complete as
specified Each 2.00 6.00 4.00 $4,445.00 $17,780.00
4101
Furnish and install 6" x 6"
water main tee; complete as
specified Each 1.00 0.00 -1.00 $530.00 ($530.00)
4137
Furnish and install 16" x 6"
water main tee; complete as
specified Each 1.00 1.00 $2,055.00
4235
Furnish and install 4" 45
degree water main bend;
complete as specified Each 6.00 6.00 $235.00
4236
Furnish and install 6" 45
degree water main bend;
complete as specified Each 14.00 6.00 -8.00 $350.00 ($2,800.00)
4237
Furnish and install 8" 45
degree water main bend;
complete as specified Each 8.00 8.00 $450.00
4240
Furnish and install 16" 45
degree water main bend;
complete as specified Each 4.00 8.00 4.00 $1,775.00 $7,100.00
4262
Furnish and install 6" x 4"
water main reducer; complete
as specified Each 1.00 1.00 $300.00
4352
Cut and cap existing 6" water
main; complete as specified Each 1.00 2.00 1.00 $1,000.00 $1,000.00
4354
Cut and cap existing 8" water
main; complete as specified Each 1.00 0.00 -1.00 $1,070.00 ($1,070.00)
4360
Cut and cap existing 16"
water main; complete as
specified Each 2.00 0.00 -2.00 $2,565.00 ($5,130.00)
4401
Furnish and install 6" water
main gate valve; complete as
specified Each 2.00 1.00 -1.00 $1,885.00 ($1,885.00)
Page 9 of 12
CONTRACT 22-01 CHANGE ORDER #1 (FINAL)
ITEM
NUMBER DESCRIPTION UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
4405
Furnish and install 16" water
main gate valve; complete as
specified Each 1.00 2.00 1.00 $10,100.00 $10,100.00
4419
Furnish and install 6" x 6"
tapping valve and sleeve;
complete as specified Each 1.00 5.00 4.00 $3,555.00 $14,220.00
4428
Furnish and install 8" x 6"
tapping valve and sleeve;
complete as specified Each 1.00 0.00 -1.00 $3,524.00 ($3,524.00)
4455
Furnish and install 16" x 6"
tapping valve and sleeve;
complete as specified Each 4.00 1.00 -3.00 $4,805.00 ($14,415.00)
4500
Furnish and install hydrant;
complete as specified Each 4.00 3.00 -1.00 $2,660.00 ($2,660.00)
4720
Furnish and install 10" water
main casing pipe; complete
as specified
Linear
Feet 15.00 9.00 -6.00 $212.00 ($1,272.00)
4722
Furnish and install 12" water
main casing pipe; complete
as specified
Linear
Feet 15.00 21.00 6.00 $212.00 $1,272.00
4724
Furnish and install 16" water
main casing pipe; complete
as specified
Linear
Feet 25.00 0.00 -25.00 $265.00 ($6,625.00)
4728
Furnish and install 20" water
main casing pipe; complete
as specified
Linear
Feet 15.00 11.00 -4.00 $295.00 ($1,180.00)
4900
Abandon water main on
Bowen Street; complete as
specified
Lump
Sum 1.00 1.00 $3,900.00
4990
Excavation special (water);
complete as specified Tons 50.00 0.00 -50.00 $57.00 ($2,850.00)
SECTION I (BID ITEMS 1050 - 4990) SUBTOTAL: $376,420.92 ($284,962.17)
$91,458.75
ITEM
NUMBER DESCRIPTION UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
3050-2
Furnish and install 48"
HOBAS sanitary sewer (new);
complete as specified
Linear
Feet 2,630.00 2,599.00 -31.00 $532.00 ($16,492.00)
3113A-2
Furnish and install sanitary
HOBAS Base T manhole N-1;
complete as specified Each 1.00 1.00 $15,103.06
3113B-2
Furnish and install sanitary
HOBAS Base T manhole N-2;
complete as specified Each 1.00 1.00 $15,103.06
3113C-2
Furnish and install sanitary
HOBAS Base T manhole N-3;
complete as specified Each 1.00 1.00 $15,103.07
3113D-2
Furnish and install sanitary
HOBAS Base T manhole N-4;
complete as specified Each 1.00 1.00 $15,103.06
NET INCREASE:
ALTERNATE 2
Page 10 of 12
CONTRACT 22-01 CHANGE ORDER #1 (FINAL)
ITEM
NUMBER DESCRIPTION UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
3113E-2
Furnish and install sanitary
HOBAS Base T manhole N-6;
complete as specified Each 1.00 1.00 $15,103.07
3113F-2
Furnish and install sanitary
HOBAS Base T manhole N-7;
complete as specified Each 1.00 1.00 $15,103.06
3113G-2
Furnish and install sanitary
HOBAS Base T manhole N-8;
complete as specified Each 1.00 1.00 $15,103.07
3113H-2
Furnish and install sanitry
HOBAS Base T manhole N-9;
complete as specified Each 1.00 1.00 $15,103.06
$0.00 ($16,492.00)
($16,492.00)
ITEM
NUMBER DESCRIPTION UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
1-3104
6' sanitary manhole; complete
as specified
Vertical
Feet 0.00 11.42 11.42 $990.00 $11,305.80
1-3332
Core into existing sanitary
sewer manhole 15-3044;
complete as specified
Lump
Sum 0.00 1.00 1.00 $26,517.17 $26,517.17
1-3512
60" casing pipe in lieu of 66";
complete as specified
Linear
Feet 0.00 40.00 40.00 $2,830.00 $113,200.00
1-4037
1.25" water lateral; complete
as specified
Linear
Feet 0.00 64.00 64.00 $115.00 $7,360.00
1-4050
1.25" curb stop and box;
complete as specified Each 0.00 1.00 1.00 $1,115.00 $1,115.00
1-4138
16" x 8" water tee; complete
as specified Each 0.00 1.00 1.00 $2,465.00 $2,465.00
1-4402
8" water gate valve; complete
as specified Each 0.00 1.00 1.00 $3,165.00 $3,165.00
1-4414
16" water valve cut-ins;
complete as specified Each 0.00 5.00 5.00 $17,425.00 $87,125.00
1-4712
2' lateral casing; complete as
specified
Linear
Feet 0.00 11.00 11.00 $36.00 $396.00
1-30000
8" manhole chemical liner for
existing manhole 15-3044;
complete as specified
Lump
Sum 0.00 1.00 1.00 $8,858.43 $8,858.43
1-30001
Cut curb ramps; complete as
specified
Lump
Sum 0.00 1.00 1.00 $840.00 $840.00
1-30002
16" watermain offset at lift
station; complete as specified
Lump
Sum 0.00 1.00 1.00 $14,437.38 $14,437.38
1-30003
Grout 21" joint manhole 15-
498 to N-9; complete as
specified
Lump
Sum 0.00 1.00 1.00 $1,778.00 $1,778.00
1-30004
Dig down and re-backfill 16"
valve; complete as specified
Lump
Sum 0.00 1.00 1.00 $3,510.65 $3,510.65
1-30005
Backfill hole for valve City
decided not to install;
complete as specified
Lump
Sum 0.00 1.00 1.00 $3,921.00 $3,921.00
ADDITIONAL WORK REQUIRED:
ALTERNATE 2 (BID ITEMS 3050-2 - 3113H-2) SUBTOTAL:
NET DECREASE:
Page 11 of 12
CONTRACT 22-01 CHANGE ORDER #1 (FINAL)
ITEM
NUMBER DESCRIPTION UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
1-30006
Install water service at 1803
Bowen Street; complete as
specified
Lump
Sum 0.00 0.00 $6,504.96
$285,994.43 $0.00
$285,994.43
$91,458.75
($16,492.00)
$285,994.43
$360,961.18NET INCREASE TO CONTRACT:
ADDITIONAL WORK REQUIRED: CO #1 (BID ITEMS) SUBTOTAL:
NET INCREASE:
NET INCREASE TO SECTION I:
NET INCREASE TO ADDITIONAL WORK :
NET DECREASE TO ALTERNATE 2:
Page 12 of 12
TO:Honorable Mayor and Members of the Common Council
FROM:Justin Gierach, Engineering Division Manager/City Engineer
DATE:January 14, 2025
SUBJECT:Res 25-02 Approve Amendment No. 1 to Professional Services Agreement with Strand
Associates, Inc. for Construction-Related Services for Sawyer Creek Watershed Rural II
Detention Basin (+$250,000)
BACKGROUND
A professional services agreement with Strand Associates, Inc. (Strand) for providing construction-related
services for the Sawyer Creek Watershed Rural II Detention Basin was awarded by the Common Council
on September 12, 2023. During the course of the Project, additional services were requested by City Staff.
ANALYSIS
The scope of services requested in this amendment include additional work to document the
Construction Change Order No. 1 to Contract 23-16 to stabilize nearly 350,000 cubic yards of fill on the
Clark Hill Farm Site. Additionally, with the award of Alternates 1, 2, and 3 for Contract 23-16 at the
September 12, 2023 Council Meeting, there were provisions to extend the completion date into 2025. This
amendment will cover the construction oversite through Project completion.
FISCAL IMPACT
Staff has reviewed the amendment and the costs. The amount of this amendment is time and materials
not to exceed $250,000. The cost for these services was included in the Storm Water section of the 2023
Capital Improvements Program (Account #03210410-6804-04115/Contract Control-Storm Sewer-21-15
Sawyer Creek Watershed Detent).
RECOMMENDATION
Chapter 12 of the Municipal Code of the City of Oshkosh provides that professional services of a
specialized nature, including engineering services, may be procured without the use of formal, sealed
quotes. I have reviewed the amendment and in accordance with Section 12-16 of the Municipal Code,
I am hereby recommending that the Common Council approve this amendment
Attachments
RES 25-02
23-16 Strand CA #1
01/14/2025 25-02 RESOLUTION
CARRIED 6-0
PURPOSE: APPROVE AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENT WITH STRAND ASSOCIATES,
INC. FOR CONSTRUCTION-RELATED SERVICES FOR SAWYER CREEK WATERSHED RURAL II DETENTION BASIN
(+$250,000)
INITIATED BY : DEPARTMENT OF PUBLIC WORKS
WHEREAS, the City and Strand Associates, Inc. previously entered into an agreement for
Construction-Related Services for Sawyer Creek Watershed Rural II Detention Basin; and
WHEREAS, staff has requested additional services related to this project.
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the proper City
officials are authorized and directed to enter into and take those steps necessary to implement an
appropriate amended professional services agreement with Strand Associates, Inc. for Construction-Related
Services for Sawyer Creek Watershed Rural II Detention Basin in an amount not to exceed two hundred fifty
thousand dollars ($250,000).
Acct. No. 03210410-6804-04115 Contract Control-Storm Sewer-21-15 Sawyer Creek Watershed Detent
TO:Honorable Mayor and Members of the Common Council
FROM:Steven M. Gohde, Assistant Director of Public Works/Utilities General Manager
DATE:January 14, 2025
SUBJECT:Res 25-03 Approve Professional Services Agreement with Donohue & Associates, Inc. for
Wastewater Treatment Plant Tertiary Treatment Filtration Facility Design ($976,585)
BACKGROUND
The City of Oshkosh (City) Wastewater Treatment Plant (WWTP) is operating under its approved Wisconsin
Pollutant Discharge Elimination System (WPDES) Permit WI-0025038-09-1 settlement agreement. To
conform with its WPDES permit and the Upper Fox and Wolf Rivers' total maximum daily load (TMDL)
approved in 2020, the City completed a series of studies to evaluate alternative compliance strategies
for the water quality-based effluent phosphorus limits which go into effect January 2025. As a result of
these evaluations, the City selected to use the Multi-Discharger Variance (MDV) from 2025 to 2027 and to
construct and operate a new Tertiary Filtration Facility at the WWTP to comply with TMDL-based permit
limits.
In conformance with its WPDES permit compliance schedule, the City prepared the City of Oshkosh
Wastewater Utility 2042 Facilities Plan (Jacobs, 2022) and the City of Oshkosh Wastewater Treatment Plant
Filtration Facility Design Report (Jacobs, 2022) for review and approval by the Wisconsin Department of
Natural Resources (WDNR). The WDNR approved the City of Oshkosh Wastewater Utility 2042 Facilities
Plan in December 2023. Also, in compliance with the permit, the City's MDV application was submitted
for WDNR review in June 2023.
The City intends to add tertiary filtration to its secondary treatment system. The Tertiary Filtration Facility,
with an average annual capacity of 16.4 million gallons per day (mgd) and a maximum monthly
capacity of 27.8 mgd, will be comprised of the following:
Modifications to the WWTP ferric chloride and chlorine feed systems.
A new secondary effluent pump station.
New rapid mix, coagulation, flocculation, and cloth disc filtration treatment processes.
Electrical and control system improvements to support the new facility.
Miscellaneous improvements necessary to retrofit the WWTP with the Tertiary Filtration Facility.
The Department of Public Works, with assistance from Jacobs, developed a Request for Proposals (RFP)
to be sent to engineering firms to provide design, assistance with permitting, and bidding services. The
RFP was sent to five (5) engineering firms.
ANALYSIS
Public Works staff reviewed the three (3) proposals received. Based on the review of the proposals, staff
is recommending Donohue and Associates, Inc. (Donohue) be awarded the Project. The project team
proposed by Donohue has significant experience in similar projects, and navigating the WDNR and Public
Service Commission approval process. Additionally, Donohue will be performing the work with their own
staff, who are mostly located in Wisconsin, providing for easier access to visit the site and better oversite.
FISCAL IMPACT
The cost of the agreement is estimated not to exceed $976,585. Funding for the Project is available in the
Wastewater Utility portion of the CIP in Account No. 03221910-7206-64152 (Sewer Capital Fund-Capital
Construction-WWTP -- Study/Const Phosphorus).
RECOMMENDATION
Chapter 12 of the Municipal Code of the City of Oshkosh provides that professional services of a
specialized nature, including engineering services, may be procured without the use of formal, sealed
quotes. I have reviewed the proposal and in accordance with Section 12-16 of the Municipal Code, I
am hereby recommending that the Common Council approve this professional services agreement.
Attachments
RES 25-03
24-03 Donohue proposal
01/14/2025 25-03 RESOLUTION
CARRIED 6-0
PURPOSE: APPROVE PROFESSIONAL SERVICES AGREEMENT WITH DONOHUE & ASSOCIATES, INC. FOR
WASTEWATER TREATMENT PLANT TERTIARY TREATMENT FILTRATION FACILITY DESIGN ($976,585)
INITIATED BY : DEPARTMENT OF PUBLIC WORKS
BE IT FURTHER RESOLVED by the Common Council of the City of Oshkosh that the proper City officials are
hereby authorized to enter into and take those steps necessary to implement an appropriate professional
services agreement with Donohue & Associates, Inc. for Wastewater Treatment Plant Tertiary Treatment
Filtration Facility Design in the amount of nine hundred seventy-six thousand five hundred eighty-five dollars
and no cents ($976,585.00).
Acct. No. 03221910-7206-64152 Sewer Capital Fund-Capital Construction-WWTP – Study/Const Phosphorus
Professional Engineering Services
for the Wastewater Treatment
Plant Tertiary Treatment Filtration
Facility Design
Proposal | November 11, 2024
3311 Weeden Creek Road, Sheboygan, WI 53081
920.208.0296 | donohue-associates.com
Donohue & Associates, Inc.
3311 Weeden Creek Road | Sheboygan, WI 53081
920.208.0296 | donohue-associates.com
Michael W. Gerbitz, PE
Principal/Client Team Leader
920.803.7334 | mgerbitz@donohue-associates.com
November 11, 2024
Ms. Tracy Taylor
City of Oshkosh
215 Church Ave.
Oshkosh, WI 54903
Re: Proposal for Professional Engineering Services for the City of Oshkosh Wastewater Treatment
Plant Tertiary Treatment Filtration Facility Design
Dear Ms. Taylor:
Donohue & Associates, Inc. has the expertise, experience, and availability to deliver a successful Tertiary
Filtration project for the City of Oshkosh. As a local water-wastewater-municipal infrastructure consulting firm,
we are well qualified to lead your project to successful completion by December 10, 2027. A few of the
compelling reasons to select Donohue are summarized below.
Wisconsin-Based Wastewater Firm. Donohue is a Wisconsin-based wastewater specialty firm.
The firm headquarters, located in Sheboygan, is the home office of all proposed project team
members. This proximity allows the team to be readily available to provide responsive, in-
person support.
The Engineering News Record (ENR) ranks Donohue as one of the 20 largest wastewater
treatment design firms in the country. We have worked on 675 Wisconsin wastewater treatment facility
projects. The combined capacity of Wisconsin WWTFs where we have recently worked exceeds 1.7 BGD. We
thoroughly understand Wisconsin regulations, regulators, funding programs, and funding program personnel.
Our team regularly collaborates with the Wisconsin Department of Natural Resources (WDNR) – wastewater
reviewers and funding programs – to develop [1] well-conceived funding strategies, [2] well-conceived and
approvable technical strategies, and [3] expedited, cost-saving implementation strategies. That collaboration
will begin in our design phase to ensure expeditious project approval.
Filtration Experts with Perfectly Relevant Experience. Donohue has worked with large,
medium, and small WWTF owners to develop robust, forward-looking phosphorus compliance
and implementation plans throughout Wisconsin and the upper Midwest. The Donohue process
engineers assigned to this project have personal experience with tertiary cloth media disc
filtration (CMDF). Our firm has designed tertiary filtration in Wisconsin for De Pere, Kaukauna,
La Crosse, Wausau, Brookfield, Sun Prairie, Fort Atkinson, Medford, and Delavan. Of the filtration systems we
have designed, nine have been Aqua-Aerobics systems.
We Check All the Boxes. We have [1] direct, real-world, full-scale experience with the
tertiary filtration technology that will be employed on this project; [2] extensive electrical,
standby power, and disinfection knowledge with a rich history of delivering successful
projects; [3] industry-leading, Wisconsin-specific regulatory/funding experience; [4] the right
people to listen to the requirements and preferences of you and your staff and provide
important continuity, avoid a time-consuming learning curve, and expedite delivery, [5] the right approach to
ensure the project meets compliance timelines.
Thank you for the opportunity to submit this proposal. Please contact me if you have any questions or desire
additional information.
Sincerely,
◼ 11.11.2024 | City of Oshkosh, WI: Wastewater Treatment Plant Tertiary Treatment Filtration Facility Design ◼
◼ Statement of Qualifications – 1 ◼
Statement of Qualifications
Wisconsin-Based Wastewater Firm
Donohue is an award-winning, employee-owned, Wisconsin-based wastewater specialty firm
and one of the nation’s largest. The Engineering News Record (ENR) ranks Donohue as one of
the 20 largest wastewater treatment design firms in the country. Donohue has worked on over
3,500 wastewater projects for more than 400 Midwest clients since forming in 1997.
Donohue’s headquarters and design center is in nearby Sheboygan,
Wisconsin. This office has 50 multi-discipline engineers and specialists that focus nearly
exclusively on water and wastewater treatment. Another dozen are in our Milwaukee
office. Our high percentage of process engineers and operations specialists (45%)
reveals our focus on and commitment to the wastewater sector and wastewater treatment.
As a Wisconsin-based wastewater firm practicing wastewater
engineering in the state for 27 years, Donohue is well versed
in the Wisconsin regulations and funding programs. We know
the people – the Wisconsin regulators and funding program
administrators – and we are in near continuous contact with them working on a host of projects throughout the
state. Figure 1 shows some of our active and recently completed WWTF projects. This figure also shows where
we are helping secure money from and administer the Wisconsin Clean Water Fund.
Figure 1 - Some of Donohue’s current and recently completed WWTF projects
apacity of idwest
WWTFs where we e
worked
alue of Donohue
designed idwest wet
infrastructure
urrent ENR ranking in the
wastewater treatment
category
of our work that is in the
water and wastewater
treatment sectors
apacity of Wisconsin
WWTFs where we e
worked
Wisconsin Wastewater
Treatment Facility rojects
eadquarters and design
center in Sheboygan,
Wisconsin
of our staff that are
process engineers or
operations specialists
Wastewater Treatment Facilities
1.Appleton
2.Beloit
3.Cedarburg
4.Eau Claire
5.Fond du Lac
6.Fort Atkinson
7.Heart of the Valley MSD (Kaukauna)
8.Kenosha
9.Kiel
10.La Crosse
11.Madison
12.Manitowoc
13.Milwaukee-Jones Island
14.Milwaukee-South Shore
15.NEW Water (Green Bay)
16.Oshkosh
17.Port Washington
18.Sheboygan
19.Superior
20.Walcomet (Delavan)
21.Wausau
22.West Central Biosolids (Ellsworth)
23.Wisconsin Rapids
24.Sun Prairie
Active WWTF project and
providing CWF assistance
Active WWTF project
Recently-completed WWTF project
Legend
1
2
3
4
5
6
7
8
910
11
12
13
14
15
16
17
18
19
20
21
22
23
24
Secured principal forgiveness or grant funding for project
✓ Our Sheboygan
design center will
lead your Project.
✓ We know the
CWF program and
administrators.
✓ We know the
WDNR regulations
and regulators.
Structural
Shawn Reimes, PE, SE
Mechanical
Peter Larson, PE
Controls
Jacob Grunwald, PE
Project Manager
Allen Howe
Electrical
Mike Stohl, PE
Lead Process Engineer
Ryan Holzem, Ph.D.,
PE, LEED GA
Project Leadership |Retained by City | Donohue to retain survey, survey, wetland delineation,
and environmental testing (e.g., paint and asbestos) subconsultants, as needed
Subject Matter Experts
Filtration Nathan Cassity, PE, BCEE
Hydraulics Wendy Raisbeck, PE
Constructability Allen Howe
Jacobs
Principal/
Client Team Leader
Mike Gerbitz, PE
Applications Engineering
Jacobs
Civil
Ben Grunwald, PE
Process
Christine Wood, PE
Subject Matter Experts
Nathan Cassity, PE, BCEE (Filtration) | 25 Years of Experience | Sheboygan Office
Nathan has served as a subject matter expert or lead process engineer on dozens of wastewater planning and design projects including many
filtration and nutrient removal projects.
Relevant Projects |NEW Water-Green Bay, WI: De Pere Filters; Brookfield, WI: Low-Level P Upgrade; Naperville, WI: Springbrook WRC Filter
Evaluation and Upgrade; Howards Grove, WI: Phosphorus Compliance Project; Whitewater, WI: WWTP Upgrades; and New London, WI: Low-Level
Tertiary Phosphorus Improvements.
Wendy Raisbeck, PE (Hydraulics) | 20 Years of Experience | Sheboygan Office
Wendy is a senior wastewater process engineer and a Donohue lead hydraulics engineer. She has provided planning, design and construction
phases engineering services throughout the Midwest.
Relevant Project Experience |Fort Wayne, IN: 950-mgd WPCP Wet Weather Pump Station and Screenings Building Improvements; Fort Wayne,
IN: 1.06-bgd WPCP Wet Weather Pump Station Addition; Milwaukee, WI: 300-mgd MMSD South Shore WRF Prelim. and Secondary Capacity
Improvements; Fort Wayne, IN: 100-mgd WPCP Improvements; and Brookfield, WI: Disinfection System Upgrade.
Project Leadership
Allen Howe | 29 Years of Experience | Sheboygan Office
Al has nearly three decades of design, project management, and constructability experience including plant evaluations and facility planning,
process design, hydraulic modeling, QC reviews, start-up and commissioning, and construction observation. He also brings in-depth familiarity with
the Oshkosh Wastewater Treatment Plant (WWTP), having led several recent wastewater improvement projects. He is one of Donohue’s most
accomplished process design engineers with an exceptional attention to detail. He also brings strong experience in filter projects.
Relevant Projects |Oshkosh, WI WWTP: Concrete/Structural Repairs, Digester Mixing System Upgrade and CRS, Lifting System Improvements, and
WWTP Roof Replacement. His experience includes wastewater and pumping projects for the communities of Appleton, Manitowoc, Wausau,
Kenosha, Howards Grove, Sun Prairie, Durand, and Clinton, WI; Fort Wayne, Evansville, and New Albany, IN; and Joliet, Decatur, and Harvard, IL.
Mike Gerbitz, PE | 34 Years of Experience | Sheboygan Office
Mike will serve in a similar principal role as past Oshkosh projects. As a Senior Vice President of Donohue, he will ensure the necessary resources are
applied to this project. Project Manager Al Howe will report to him on project matters. Mike is also a senior process engineer/project manager with a
proven record of managing multi-discipline wastewater projects for clients throughout Wisconsin and the upper Midwest.
Selected Clients |Appleton, Beloit, Eau Claire, Kenosha, La Crosse, Manitowoc, Oshkosh, Sheboygan, Wausau, NEW Water, and Milwaukee MSD,
WI; Willmar, Faribault, St. Cloud, and Western Lake Superior SD, MN; Grand Rapids, Wyoming, and Sault Ste Marie, MI; and Sioux City, IA.
Ryan Holzem, Ph.D., PE, LEED GA | 14 Years of Experience | Sheboygan Office
As Lead Process Engineer, Ryan brings experience gained from a similar role on several recent filtration projects. Ryan is experienced in turning
concepts into reality through detailed process-mechanical design, project management, and construction-related services.
Relevant Projects |NEW Water-Green Bay, WI: De Pere Tertiary Filtration; Heart of the Valley MSD-Kaukauna, WI: Effluent Disc Filter Design;
Brookfield, WI: Low Level P Removal; Howards Grove, WI: Phosphorus Compliance; Manitowoc, WI: WWTP Facility Plan Improvements; WalCoMet
SD-Delavan, WI: Disc Filters for Low-Level P Compliance; New London, WI: Digester Improvements; NEW Water-Green Bay, WI: North Plant Clarifier
Rehabilitation; and Janesville, WI: Preliminary P Compliance.
Project Team Support
Mike Stohl, PE | 18 Years of Experience | Sheboygan Office
Mike is a one of Donohue’s lead electrical engineers whose career has focused on the
design and construction of electrical systems for the unique demands of water and
wastewater facilities. He has upgraded electrical systems and provided backup generation
for some of the largest water and wastewater facilities in the Midwest.
Relevant Projects |Milwaukee MSD: JI Preliminary Treatment Electrical Upgrade; La
Crosse WI: WWTP Upgrade; Wausau, WI WWTP Upgrade; Rushville, IN: Cloth Media Disc
Filter and UV Disinfection Upgrade; Fort Aqua IL-Kankakee WTP UV Final Design; WLSSD-
Duluth, MN: Oxygen Supply Upgrades; and MSLSD-St Louis: Lemay Pump Stations 1+2.
He will be supported by Jacob Grunwald, PE, a control systems engineer. Jacob is located
in the Sheboygan office and has 8 years of experience, exclusively in water and wastewater.
Christine Wood, PE | 5 Years of Experience | Sheboygan Office
Christine’s experience is highly focused on process and project engineering ranging from
evaluation and conceptual planning through design engineering. Her design considers
process improvements and optimization, including several cloth disc filtration projects.
Relevant Projects |Heart of the Valley MSD-Kaukauna, WI: Effluent Disc Filter Planning,
Design, and CRS; Brookfield, WI: Low-Level P Upgrade; Howards Grove, WI: Phosphorus
Compliance Upgrade; NEW Water Green Bay, WI: De Pere Effluent Disc Filter Design;
Kankakee, IL: UV Disinfection Facility Design; New London, WI: Low-Level Tertiary
Phosphorus Treatment Improvements; Milwaukee MSD 2050 Facilities Planning; and Lake
County, IL: Sanitary Sewer Modeling and Capacity Analysis.
Shawn Reimes, PE, SE | 17 Years of Experience | Sheboygan Office
Shawn’s expertise in the structural design of water/wastewater infrastructure includes the
assessment and design of reinforced concrete tanks, reservoirs, foundations, structural
steel, reinforced concrete and masonry buildings, pile foundations, and retaining walls. He
brings significant knowledge of the Oshkosh wastewater treatment plant.
Relevant Projects |Oshkosh, WI: WWTP Concrete/Structural Repairs, WWTP Lifting
System Improvements, WWTP Roof Replacement, 2023-2022-2020-2018 CIP Structural
Engineering Design/CRS, WWTP Concrete Condition Assessment, WWTP Monorail
Assessment, WFP Corrosion Control Chemical System, Water Intrusion Remediation,
WWTP/WFP Roof Replacement Planning; Manteno, IL: WPCC Filter and Headworks Design;
Lake County, IL: Des Plaines River WRF Disc Filter Upgrade; and NEW Water Green Bay: De
Pere WWTF Filter/Service Water Improvements.
Autumn Fisher | 17 Years of Experience | Sheboygan Office
Autumn recently completed the WDNR Clean Water Fund application and related
documentation for the $70M Sun Prairie Biosolids Improvement Project and is currently
leading the user rate study for Sun Prairie. She is also working with U.S. EPA to secure
Congressional Directed Spending grant support, and leading our efforts related to the
Inflation Reduction Act tax credit. She has a long history of developing utility budgets and
securing funding as the former Superintendent of the Fond du Lac Wastewater Treatment &
Resource Recovery Facility.
Ben Grunwald, PE | 7 Years of Experience | Sheboygan Office
Ben has navigated several relevant projects as the lead civil engineer. He leverages his
experience as a civil engineer to prepare construction drawings, technical specifications,
special provisions and cost opinions all while considering site-related constraints.
Relevant Projects |NEW Water Green Bay, WI: De Pere Effluent Disc Filter Design; La
Crosse, WI: Wastewater Treatment Plant Upgrade; Beloit, WI: Solids Handling, UV
Disinfection, and Other WPCF Upgrades; Sun Prairie, WI: Biosolids Upgrade; and NEW
Water Green Bay, WI: Dutchman Creek & East River Interceptor Improvements.
Peter Larson, PE | 7 Years of Experience | Sheboygan Office
Peter is a mechanical engineer with plumbing, HVAC, and process design experience for
water and wastewater treatment facilities. He has worked on both new and existing
structures to provide designs for electrical rooms and process areas. He targets economic
designs while maintaining industry standards and practices.
Relevant Projects |Appleton, WI: WWTP Improvements; Wausau, WI: WWTP Upgrades
and Improvements; Joliet, IL: Eastside WWTP Phosphorus Removal; Fishers, IN: Cheeney
Creek WWTP Expansion Improvements; Naperville, IL: Multi-Phase Design Improvements;
and St. Paul, MN: Rehabilitation and Design Improvements.
Our Team: Experienced, Local, Familiar
Funding
Autumn Fisher
n 11.11.2024 | City of Oshkosh, WI: Wastewater Treatment Plant Tertiary Treatment Filtration Facility Design n
n Statement of Qualifications – 2 n
◼ 11.11.2024 | City of Oshkosh, WI: Wastewater Treatment Plant Tertiary Treatment Filtration Facility Design ◼
◼ Statement of Qualifications – 3 ◼
The Work
This project will produce Bidding Documents that define Work to construct improvements that
will [1] divert a predefined flow from the secondary effluent channel to a new tertiary filtration
system, [2] pump the diverted flow up to a tertiary filtration process, [3] enhance phosphorus
removal coagulant pumping capacity and redundancy, [4] rapidly mix phosphorus coagulant
with the diverted pumped flow, [5] add a polymer storage and feed system, [6] provide
coagulation mixing of the diverted pumped flow, [7] provide flocculation mixing of the diverted pumped flow,
[8] feed polymer to the coagulation and flocculation zones, [9] provide cloth media disk filtration of the
diverted pumped flow, and [10] route the filtered secondary effluent to a point immediately upstream of the
disinfection process. The currently predefined filtration flow rate is 28.3 mgd. An early design task will
validate or, if necessary, revise that flow rate.
The Bidding Documents will also define ancillary Work including, but not limited to, [1] constructing a building
to house the pumping, mixing, coagulation, flocculation, filtration, and polymer systems, [2] main electrical
service and standby power improvements suitable for the filtration system and well-conceived for a future UV
disinfection system, [3] chlorination system improvements to support chemical cleaning of the cloth media disk
filtration system, [4] lifting devices to accommodate safe and ready maintenance of process equipment, and
[5] process control system improvements to monitor and control the tertiary filtration process.
The Required Core Design Competencies
Figure 2 shows the core design competencies essential for creating
reliable Bidding Documents for this project, as well as for designing
process and electrical systems that meet the City's performance and
maintenance requirements.
✓ Hydraulic
Analysis/Control
✓ Vertical Turbine
Pumping
✓ Chemical Mix
& Floc Production
✓ Cloth Media
Disk Filtration
✓ Metal Salt
Storage and Feed
✓ Polymer Storage
& Feed
✓ Chlorine
Disinfection
✓ Ultraviolet
Disinfection
✓ Electrical Service
Improvements
✓ Standby
Electrical Power
Figure 2 – Required Core Design Competencies.
Relevant Experience
Cloth Media Disk Filter (CMDF)
Figure 3 lists our CMDF design experience and denotes the experience of the process engineers assigned to
this project. The graphic below highlights particularly relevant aspects of our experience.
Several years ago, we purchased a testing apparatus and Ryan Holzem, PhD, PE,
started performing bench-scale, chemical jar testing during the design and construction
phases of our CMDF projects. Design testing confirms performance, sizes storage and
dosing systems, and identifies candidate polymers. Construction testing reduces
commissioning time.
projects by the project process team
projects incorporating qua erobics DF
Total DF design projects
Total DF hydraulic capacity
projects funded using the W WF
projects in W and appro ed by WDNR
projects incorporating flow di ersion to around
the DF system
projects with upstream chemical mi ing and floc
production
Our design team members ✓
every box, having direct
e perience with each…at the
scale of your facility or larger.
◼ 11.11.2024 | City of Oshkosh, WI: Wastewater Treatment Plant Tertiary Treatment Filtration Facility Design ◼
◼ Statement of Qualifications – 4 ◼
Figure 3 – Some of Donohue’s DF and chemical handling, mi ing, flocculation, and coagulation e perience.
Vertical Turbine Pumping Experience
We have designed or upgraded numerous vertical turbine pumping stations throughout the Upper Midwest.
Wendy Raisbeck, PE, led or approved the design of a number of these projects: Fort Wayne, IN (950 mgd);
Metropolitan St. Louis Sewer District, MO (300 mgd); Illinois Department of Natural Resources, Modoc, IL (115
mgd); Illinois American Water Corporation, Peoria, IL (35 mgd); and Faribault, MN (15 mgd).
Chlorine and UV Disinfection Experience
The initial design phase will involve developing a preliminary
design for a UV system to ensure that the hydraulic profile, CMDF
configuration, and electrical improvements are compatible with a
future UV upgrade. The Bidding Documents will also include
modifications to the existing gaseous chlorine system. Figure 4 shows
the disinfection experience of the project team process engineers.
Electrical Service and Standby Power Experience
Figure 5 shows our experience upgrading or replacing electrical
service equipment, and Figure 6 shows our experience adding or
replacing standby generators. Both figures highlight the extensive
experience of lead electrical engineer, Mike Stohl, PE.
Section 8 of the previous design report (Jacobs) indicates that the
WPS-owned transformer is insufficient for the CMDF upgrade.
While we agree with this assessment, we have concerns regarding
the proposed replacement of a 3,750 KVA transformer by WE
Energies/Wisconsin Public Service (WPS). On recent projects with
both utilities in Wisconsin, neither utility offers a 3,750 KVA
transformer.
We recently contacted both WE Energies (which acquired WPS in
2015) and WPS to discuss the transformer replacement. Both
Filter Specified Pore Chemical Year
Location/Client Application Filtration Plant Manufacturers Size (μm)Addition Operational Cassity Holzem Raisbeck Wood
De Pere, WI - NEW Water ✓Tertiary 57 57 Aqua 5 ✓2023 ✓✓✓✓
Kaukauna, WI - HOVMSD ✓Tertiary 26 60 Veolia 10 ✓2024 ✓✓✓✓
Rockford, IL - FRSA Primary 60 80 Aqua 5 2024 ✓
La Crosse, WI - City ✓Tertiary 16 44 Aqua 5 ✓2024(1)✓✓✓
Wausau, WI - City ✓Tertiary 19 36 Veolia(2) / Aqua 10 / 5 ✓2023 ✓✓✓
Elkhart, IN - City Wet Weather 33 33 Aqua 5 ✓2024
Brookfield, WI - City ✓Tertiary 31 56 Veolia 10 ✓2021 ✓✓✓✓
Sun Prairie, WI - City Tertiary 17 17 Veolia 10 ✓2022 ✓
Rushville, IN - City Wet Weather 14 14 Aqua 5 ✓2017
Fort Atkinson, WI - City ✓Tertiary 10 10 Aqua 5 ✓2022 ✓✓✓
Manteno, IL - Aqua IL Tertiary 4 4 Aqua 5 ✓2024
Medford, WI - City Tertiary 4 4 Veolia 10 ✓2019 ✓✓
Howards Grove, WI - Village ✓Tertiary 2 1.7 Veolia 10 ✓2022 ✓✓✓✓
Delavan, WI - WalCoMet SD ✓Tertiary 26 26 Veolia / WesTech(2)10 / 20 ✓2024 ✓✓✓✓
Crystal Lake, IL - ILAWC Tertiary 2 1.2 Aqua 5 ✓2025 ✓✓✓
Notes
(1) Under construction. Estimated. (2) Installed manufacturer. (3) Process engineers that designed the respective filtration projects. (4) Donohue provided funding assistance.
Capacity (mgd)Process Engineers(3)WI
CWF(4)
Figure 4 – Some of the disinfection
experience of our team. One or more of the
process engineers assigned to this project
were directly involved with the design of
these projects.
◼ 11.11.2024 | City of Oshkosh, WI: Wastewater Treatment Plant Tertiary Treatment Filtration Facility Design ◼
◼ Statement of Qualifications – 5 ◼
utilities confirmed that to accommodate the additional load from
the CMDF upgrade while maintaining the existing 4,160-volt
distribution system, the City will need to install 24,900-volt
switchgear and 24,900-4,160 transformation equipment. This will
result in significant, unanticipated costs. Additionally, these
specialized components have lead times exceeding two years,
necessitating a well-coordinated procurement strategy to meet
the ity’s desired project timeline.
Figure 5 - Donohue experience upgrading or replacing electrical service entrance equipment. Mike Stohl, PE, project.
Figure 6 - Donohue standby generator experience. Mike Stohl, PE, project.
Our Objectives
1. Work closely and collaboratively with you to fully understand your requirements, preferences, and
constraints. We will provide clear, reliable information to support well-informed, well-conceived decisions,
and develop design concepts and operational strategies that consistently meet your needs and
expectations.
2. Prepare comprehensive and reliable bidding documents that accurately reflect the scope of work for this
project.
3. Ensure the successful delivery of the project at every phase, across all project areas, to meet your
definition of success.
Successful Project Delivery
Our project delivery strategy will be based on several key principles that our extensive experience with
similar projects has shown to be critical to success.
Strong Project Leadership
We are assigning an experienced project manager and providing him an experienced team of design
professionals. Your project manager, Al Howe, has more than 30 years of experience managing design
and/or construction projects to successful outcomes. He knows the Oshkosh WWTP, the staff, and City project
protocols, having managed multiple Oshkosh WWTP construction projects including the Digester Mixing
System Upgrade, WWTP Concrete and Structural Repairs, and WWTP Roofs Replacement. Additionally, he
has served as construction project manager for large, complex projects at Wausau, WI ($15M and $76M),
NEW Water ($34M and $22M), Whitewater, WI ($21M), and Joliet, IL ($16M, $19M, $11M, and $7M).
Ser ice Si e ( us apacity)
iddlebury, N WWT
ankakee, WT
Fallon, Effluent S
Elgin, irlite WT
Wausau, W WT
ewaunee, W ake Station S
St. ouis SD, emay S
incoln, WT
loomington, WT
Sheboygan, W WT
oliet, Eastside WWT
hicago, D T S
a rosse, W WWT
eoria, WT
Fort Wayne, N WT
East St. ouis WT
Fort Wayne, N S S
ppleton, W WWT
Elgin, Ri erside WT
Eau laire, W WWT
rookfield, W WWT
ilwaukee, W South Shore WRF
ermantown, W anufacturer
adison, W WWT
St. ouis SD, issell oint WWT
Standby enerator Si e
iddlebury, N WWT
Fond du ac, W S ( )
ilwaukee, W South Shore WRF ( )
Duluth, N WWT ( )
Eau laire, W WWT ( )
enice, D T S
Fallon, S
St. harles, WW
hatham, WT
East St. ouis, D T S
Faribault, N WWT
hicago, D T S
uburn, N W F
St. loud, N S
Willmar, N WWT ( )
eoria, WT
East St. ouis, WT ( )
✓ We will engage with the City and
the electric utility early in the project
to define the issue and, if necessary,
take steps to have the electrical
gear on site in time to meet the
December 10, 2027 deadline.
◼ 11.11.2024 | City of Oshkosh, WI: Wastewater Treatment Plant Tertiary Treatment Filtration Facility Design ◼
◼ Statement of Qualifications – 6 ◼
Mike Gerbitz, PE will be the project principal to [1] help the team
execute the project to the ity’s satisfaction and [ ] ensure the
project manager and/or project team have the resources necessary
to meet the quality, schedule, and budget commitments. Mike is also
a senior process engineer and project manager with proven record
of managing multi-discipline wastewater projects. Ryan Holzem,
PhD, PE, will be the lead process engineer for this project. Ryan is a
senior process engineer with a record of managing or leading
complex, multi-discipline wastewater treatment plant design projects:
HOVMSD, WI (CMDF); NEW Water, WI (CMDF); WalcoMet, WI (CMDF); Brookfield, WI (CMDF); and Fond
du Lac, WI.
Proven Design Approach
As a specialized wastewater design consultant, we have developed a systematic Design Delivery Model to
guide our projects and ensure design tasks are executed in an efficient, "First Things First" sequence. See
Figure 7. This disciplined approach minimizes time-consuming and costly rework, enabling us to consistently
deliver complex projects that meet our clients' expectations for quality, timelines, and budget. Our design
engineers follow this model diligently, and it is often found on their desks, dog-eared, and worn from frequent
use.
The Design Delivery Model promotes efficient and effective communication, collaboration, decision-making,
and quality reviews at each project milestone before progressing to the next phase. Collaboration is
especially crucial during the early stages, when we work together to develop and evaluate alternative
solutions that best address your project requirements and preferences.
Construction cost is a primary focus. We produce construction cost opinions at each major design milestone,
letting you and our team see how the project is tracking relative to the construction budget. With reliable costs
and detailed cost resolution, you will be able to make sound, well-informed cost decisions before spending
more valuable design schedule and money.
Figure 7 - Donohue's Design Delivery Model.
Workshops: A Means to Efficient Collaboration, Reviews, and Decisions
Our approach is deeply collaborative. To foster this collaboration and gain valuable insights into your
knowledge of the WWTF, we will conduct six workshops throughout the design phases. It is crucial that the
omplete
Engineer s
Report ( )
ontract
Documents
ontract
Documents
idding
Documents
Engineer s
Report ( )
✓ Donohue (Ryan Holzem and
Nathan Cassity) have been
working with NEW Water and
qua erobics to test qua’s
new Gen5 media at the De Pere
WWTP. The results have been
impressive and worth considering
for this project.
◼ 11.11.2024 | City of Oshkosh, WI: Wastewater Treatment Plant Tertiary Treatment Filtration Facility Design ◼
◼ Statement of Qualifications – 7 ◼
design strategies take into account how the WWTP operates, its performance, and your specific preferences,
requirements, and constraints. The workshops and review meetings will
be structured to facilitate meaningful dialogue with your engineering,
operations, and maintenance teams. The leadership team will oversee
the documentation of all critical decisions and their rationale. They will
also prepare meeting notes that include an “ ction” list, clearly
identifying tasks and assigning responsibility to ensure timely follow-
through.
Through experience, we have found that open, collaborative
brainstorming during workshops—between the client’s staff and our senior design team—leads to a rich
evolution of ideas. A single creative idea from one participant can, with input from the group, transform into a
more refined and often better solution. This type of collaboration enables us to quickly and effectively
develop solutions that are stronger than those either party could create independently.
Resources to be Responsive and Timely
We are committed to providing responsive services. Our reputation for
excellence, marketplace success, and unique workplace culture has allowed us
to continuously add staff. Donohue’s upper idwest-based staff is one of the
largest water and wastewater specialty resources of any consulting firm in
the Great Lakes region, including national firms with offices in the Midwest.
Potential Scope Modification to Meet the Deadline
As noted earlier, the existing pad-mounted transformer is undersized
for both the CMDF and future UV disinfection equipment. See Figure 8.
If the electrical loads for the new CMDF system are similar to those
outlined in the previous design report (Jacobs), the service will require
24.9 kV, and the City will need to purchase outdoor 24.9 kV
switchgear and 24.9-4.16 kV transformation equipment. Given
that this specialized equipment can have lead times exceeding
two years, it is critical to procure well in advance of the Notice to
Proceed for the CMDF construction project to ensure the CMDF
system is operational by December 10, 2027.
Potential Schedule Relief
The Wisconsin Department of
Administration (WDOA) and the
Wisconsin Department of Natural
Resources (WDNR) recently published a report titled "Economic Impacts of
Wisconsin’s Phosphorus Regulations: An Updated Determination" on October
22, 2024. In that report, the WDOA recommends the WDNR seek ongoing
regulatory flexibility in implementing the phosphorus rule, including United
States Environmental Protection Agency (USEPA) approval of an MDV
extension beyond the current 2027 sunset.
Leveraging Relevant Experiences
Meeting the December 10, 2027 compliance deadline will require several
deliberate and, in some cases, unique steps. As previously noted, early
procurement of the main service electrical gear may be necessary. In addition,
we recommend submitting a "regulatory review" set of bidding documents to
the WDNR for their review. This will allow us to address any WDNR comments
and obtain their approval before proceeding with the bidding process.
✓ Our “deep bench” and
proximity enhances our
ability to be responsive
and meet this aggressive
project schedule.
✓ We will ask the right
questions, listen to your
responses, and provide
thoughtful, informed feedback
to ensure the design aligns
with your operational
requirements and preferences.
✓ We have added an
optional scope of services to
design the required 24.9 kV
gear and procure it during an
early design phase.
Existing one-line drawing
mislabels transformer and
substation. The WWTP is
fed from the 12th Avenue
substation and the
transformer is 24.9 k V.
Figure 8 - Existing transformer and substation
information.
✓ We will collaborate
with the WDNR early in
the design process and
throughout the project to
understand and
capitalize on any
potential opportunities
for relief from
phosphorus compliance
requirements.
✓ Submit a “regulatory
re iew” set of bidding
documents to WDNR
will expedite the design
schedule.
◼ 11.11.2024 | City of Oshkosh, WI: Wastewater Treatment Plant Tertiary Treatment Filtration Facility Design ◼
◼ Statement of Qualifications – 8 ◼
Several Relevant Recent Projects
57 MGD Aqua-Aerobics AquaDisk® Tertiary Filtration Facility
NEW Water Green Bay Metropolitan Sewerage District: De Pere, Wisconsin
Project Facts
Project Size 57 MGD
Donohue Fees $1.1M (Design, Bid, Construction)
Estimated Cost $11.2M
# of Addenda 3
Bid Cost1
Change Orders
Owner Additions
$8.0M
$66k (0.8%)
$462k
1 Includes Aqua-initiated design enhancement.
William Angoli | NEW Water | 2231 North Quincy St.
Green Bay, WI 54302 | wangoli@newwater.us
920-432-4893
Project Highlights
▪ Design, funding, bidding, and construction
services.
▪ Tertiary filtration to meet Fox River TMDL
limits for TSS and TP.
▪ Retrofitted sand filters to increase hydraulic
capacity. Sand filters lacked capacity
required by NR 110. Disk filters dramatically
improved the hydraulic capacity.
▪ Owner added significant construction Work
during construction given favorable bids
relative to project budget.
▪ Complex construction sequencing.
▪ Valuable insights regarding performance of
new and improved Aqua Aerobics cloth media.
▪ WDNR approval and CWF funding.
NEW Water, collects and treats wastewater from
21 communities. Two facilities provide treatment:
the Green Bay Facility (GBF) and the De Pere
Facility (DPF). This project upgraded the filters at
the DPF, which treats an average flow of 8 mgd
and a peak flow of 57 mgd. Donohue designed an
upgrade to replace the tertiary sand filters with
cloth media disk filters. After commissioning the
filters, Aqua Aerobics replaced the cloth media in
two of the filters to assess the ability of the
enhanced disks to operate longer without chemical
cleaning and resting. The new media has proven
effective at dramatically reducing the frequency of
chemical conditioning and resting.
26 MGD Veolia Hydrotech™ Effluent Disc Filter Design
Heart of the Valley Metropolitan Sewerage District (HOVMSD): Kaukauna, Wisconsin
Reference
Brian Helminger | HOVMSD | 801 Thilmany Rd
Kaukauna, WI 54130 | brian.helminger@hvmsd.org
920-766-5731
Project Highlights
▪ Planning, design, funding, bidding, and
construction services.
▪ Tertiary filtration to meet Fox River TMDL
limits for TSS and TP.
▪ Improved disinfection system to increase
capacity and improve performance.
▪ Field-calibrated hydraulic model to support
complex hydraulic analysis.
▪ Bench-scale chemical testing (by Donohue
staff) during design to inform design decisions
and construction to inform
commissioning/start-up performance and
efficiency.
▪ Complex construction sequencing.
▪ WDNR approval and CWF funding.
HOVMSD owns and operates an advanced water
resource recovery facility (WRRF) that treats
wastewater from five communities and discharges
effluent to the Fox River. The District selected Veolia
cloth disc media filters to achieve compliance with
the Fox River TMDL. The rapid mix, coagulation,
flocculation, and six disk filters fit inside the existing
deep-bed sand filters. Disinfection system
improvements enhanced disinfection capacity,
performance, and peak-flow blending strategy.
◼ 11.11.2024 | City of Oshkosh, WI: Wastewater Treatment Plant Tertiary Treatment Filtration Facility Design ◼
◼ Statement of Qualifications – 9 ◼
26 MGD WesTech SuperDisc™ for Low-Level P Compliance
WalCoMet Sanitary District: Delavan, Wisconsin
Reference
Kevin Berg | WalCoMet | 975 West Walworth Ave
Delavan, WI 53115 | kberg@walcomet.com
608-214-5140
Project Highlights
▪ Planning, design, funding, bidding, and
construction services.
▪ Tertiary filtration to meet low-level TP limit.
▪ Comprehensive electrical system improvements.
▪ WDNR approval and CWF funding.
WalCoMet operates a 7-mgd WRRF. Donohue
prepared a phosphorus compliance planning report
that recommended upgrading the activated sludge
system to an enhanced biological phosphorus removal
(EBPR) system and replacing the tertiary sand filter
system with cloth media disk filters. The District elected
to competitively bid Veolia and WesTech. The District
chose WesTech after evaluating its competitive bid
and the advantage of a larger pore size (20 microns).
This larger pore size has been effective in maintaining
compliance and eliminating the need for regular
chemical cleaning of the media.
425 and 375 mgd Hybrid (UV and Cl2) Disinfection System Improvements
Milwaukee Metropolitan Sewerage District: Milwaukee, Wisconsin
Reference
Dave Woznicki | MMSD | 260 W Seeboth St.
Milwaukee, WI 53204 | dwoznicki@mmsd.com
414-225-2273
Project Highlights
▪ Design of disinfection improvements at Jones
Island (425 mgd) and South Shore (375 mgd).
▪ As a subconsultant to Carollo, Donohue is the
lead process engineer for the chlorine
disinfection system. Carollo is the lead process
engineer for UV disinfection system.
▪ Donohue is the lead electrical designer for
both the chlorination and UV systems.
▪ Donohue is leading the hydraulic analyses and
hydraulic profile development at both Jones
Island and South Shore.
Facing new permit limits for disinfection by May 2028
at both the Jones Island Water Reclamation Facility
(JIWRF) and South Shore Water Reclamation Facility
(SSWRF), the MMSD elected to upgrade its
disinfection system. Considering footprint, hydraulics,
and electrical requirements, the District selected a
hybrid disinfection approach. The system will use
chlorine to disinfect high flows and UV to disinfect
base flows. Donohue is a subconsultant to Carollo. At
both facilities, Donohue is performing the hydraulic
profile analyses and designing the chlorination system
improvements, all electrical system improvements, and
all civil site improvements.
◼ 11.11.2024 | City of Oshkosh, WI: Wastewater Treatment Plant Tertiary Treatment Filtration Facility Design ◼
◼ Detailed Presentation of Tasks – 10 ◼
Detailed Presentation of Tasks
Scope of Services
Step 1 – Engineer’s Report
1. Prepare for, conduct, and document Project Initiation Workshop (#1) to discuss project communication
protocols; project objectives; City requirements, preferences, and curiosities; funding expectations and
constraints; operating experiences and constraints; construction sequencing requirements and constraints;
and other technical, funding, and administrative matters relevant to the proper execution of this project.
Identify alternatives worthy of pre-design evaluation.
2. Produce and submit a Request for Information (RFI). This information may include the following: recent
historical wastewater data, effluent data, and/or treatment facility operating data; operating records;
maintenance records; subsurface conditions information; hazardous materials information (e.g., paint and
asbestos); and record drawings of the facility and/or operation and maintenance manuals.
3. Subcontract necessary subconsultants. Anticipated subconsultants include survey, wetland delineation, and
environmental testing services (e.g., paint and asbestos).
4. Acquire 360° imagery throughout the relevant areas of the plant: site and structures.
5. Develop AutoCAD drawings representing existing structures associated with the project and the WWTP
site using available record drawings and field measurements.
6. Perform a site review and conduct interviews with plant staff to enhance the Design Team's under-
standing of existing conditions. Appropriate engineering disciplines will participate in this site review.
7. Produce a hydraulic profile model throughout the existing liquid train. Calibrate the hydraulic model with
field measurements.
8. Produce a solids mass balance. Use historical data to confirm the mass balance.
9. Produce and document the process design basins. Select and size process equipment, piping, valves, and
hydraulic control equipment.
10. Define process equipment requirements: dimensions, weights, lifting requirements, access requirements,
and utilities.
11. Produce preliminary process operating and control strategies.
12. Produce unit process flow sheets from conceptual schematics. Each flow sheet will include a single unit
process and reflect the City’s requirements and preferences provided previously.
13. Produce a conceptual site plan showing new improvements.
14. Produce a proposed hydraulic profile that reflects the proposed liquid train improvements.
15. Start coordinating the improvements with electric, natural gas, and water utilities.
16. Prepare for, conduct, and document Process Design Workshop (#2) to review and discuss the process
design basis, conceptual hydraulic profile, conceptual site plan, flow sheets, process equipment sizing
information, and potential major process equipment manufacturers.
17. Develop Civil, Structural, Architectural, Controls, Electrical, and HVAC concepts, and document those concepts.
18. Produce preliminary layout drawings for structures affected by the Work. In general, these drawings will
delineate:
a. Major removals (structural and equipment) within each existing structure
b. Channels with dimensions
c. Tanks with dimensions
d. Buildings with dimensions
e. Rooms on each floor like process rooms, electrical rooms, control rooms, mechanical rooms
f. Cross sections with elevations
g. Stairwells and doors
h. Process equipment outlines
i. Equipment access requirements and provisions
Project
Definition
Process
Design
Process
Layout
Design Delivery Model Phases
◼ 11.11.2024 | City of Oshkosh, WI: Wastewater Treatment Plant Tertiary Treatment Filtration Facility Design ◼
◼ Detailed Presentation of Tasks – 11 ◼
j. Site access requirements and provisions for each structure; and site plan showing all structures and
major above-grade site features.
19. Using the process schematics and control strategies developed previously, prepare preliminary process
and instrumentation diagrams (PIDs).
20. Analyze potential environmental impacts and develop strategy to address them.
21. Prepare for, conduct, and document Preliminary Layout Workshop (#3) to review, discuss, and refine
the preliminary layout drawings.
22. Produce refined layout drawings for all structures affected by the Work. These drawings will incorporate
City preferences and requirements provided during the previous Workshop and be developed to a
higher degree of completion than the preliminary layout drawings. In general, these drawings will show
the items listed below, which were not shown or provided on the preliminary layout drawings:
a. Major structural features such as wall thickness, slab thickness, beam sizes, and column sizes
b. Major equipment access and removal devises like bridge cranes, monorails, and hoists
c. Major electrical equipment like switchgear, emergency generators, MCCs, VFDs, transfer switches,
and lighting panels
d. Major controls equipment and panels
e. Major HVAC equipment like boilers, make-up air units, furnaces, and air conditioners
f. Site plan showing all structures, major above-grade site features, major buried process piping,
and major buried utilities
g. Overall electrical one-line diagrams
23. Produce an opinion of probable construction cost based on the refined layout drawings and PIDs. The
construction cost opinion will be take-off based and organized by specification division.
24. Produce and document preliminary construction constraints and sequences.
25. Produce and submit a DRAFT Engineer’s Report that includes the following:
a. Site plans
b. Architectural elevations
c. Facility plans, sections, and layout drawings
d. PIDs
e. Electrical one-line drawings
f. Preliminary construction constraints and sequences
g. Opinion of probable construction cost opinion
26. Prepare for, conduct, and document DRAFT Engineer’s Report 30% Review Workshop (#4) to review,
discuss, and refine the DRAFT Engineer’s Report.
27. Produce and provide a memorandum documenting resolution of the 30% review comments.
Step 2 – Contract Documents
1. Produce Bidding and Contract Documents for a single prime
Contractor. The front-end, legal, and general requirements will
be based on Donohue’s standard 2013 EJCDC documents and modified as necessary to conform with the
City of Oshkosh’s standard contractual and insurance requirements.
2. Work collaboratively with the City to revise front-end documents to conform with the City of Oshkosh’s
front-end requirements.
3. Produce Bidding and Contract Documents in conformance with the Wisconsin Clean Water Fund Program
(CWFP) requirements.
4. Produce specifications in general conformance with the 50-division format of the Construction
Specifications Institute (CSI).
5. Produce drawings (plans) using Donohue's CADD/AutoCAD standards.
6. Produce specifications in Microsoft Word (Word). At the 60%-, 90%-, and 100%-complete stages of
design, submit electronic Word specifications for the City to comment and edit.
7. Advance the design from the 30%-complete milestone to 60% complete.
8. Produce and submit 60%-complete plans, specifications, and an opinion of probable construction cost
opinion based on the 60%-complete plans and specifications.
Facilities
Layout
Construction
Drawings Final Reviews
Design Delivery Model Phases
◼ 11.11.2024 | City of Oshkosh, WI: Wastewater Treatment Plant Tertiary Treatment Filtration Facility Design ◼
◼ Detailed Presentation of Tasks – 12 ◼
9. Prepare for, conduct, and document a 60% Review Workshop (#5) to review, discuss, and refine the
60%-complete documents.
10. Produce and submit a memorandum documenting resolution of all 60% review comments. Revise plans
and specifications to address 60% review comments.
11. Submit 60%-complete plans and specifications to WDNR as a “regulatory review” set for WDNR review
and approval. Respond to WDNR review comments and questions to secure their approval.
12. Advance the design from the 60%-complete milestone to 90% complete.
13. Produce and submit 90%-complete plans, specifications, and an opinion of probable construction cost
opinion based on the 90%-complete plans and specifications.
14. Prepare for, conduct, and document a 90% Review Workshop (#6) to review, discuss, and refine the
90%-complete documents.
15. Produce and submit a memorandum documenting resolution of all 90% review comments. Revise plans
and specifications to address 90% review comments.
16. Produce and submit 100%-complete Bidding Documents and an opinion of probable construction cost
opinion based on the 100%-complete Bidding Documents.
Step 3 – Permitting
1. Produce permit applications and supporting technical documentation. The anticipated permit applications
are listed below. Respond to questions and comments from permitting agencies to secure approval.
a. WDNR construction approval
b. City building, demolition, plumbing, and electrical
c. City site plan review
d. WDNR outfall installation, complete with wetland delineation report and updated environmental
resources review
e. Department of Safety and Professional Services (DSPS) building plan review (likely)
2. Attend City Plan Commission workshops and meetings, as needed, to facilitate local reviews.
Step 4 – Bidding
1. Attend, conduct, and document a pre-bid meeting. Distribute meeting notes by addendum.
2. Respond to bidder questions and prepare addenda as necessary.
3. Assist the City with and attend the bid opening.
4. Review bids and submit a letter of recommendation for award.
5. Produce and provide conformed Contract Documents, incorporating revisions made by addenda.
Step 5 – Project Management and QA/QC
1. Provide monthly status reports. Topics of the status reports will include Activities This Period, Near-Term
Activities, Outstanding Issues, Budget Position, and Schedule.
2. Provide meeting/workshop notes that document discussions, decisions, City comments, City direction, and
action items.
3. Conduct periodic informal status calls with the City to review progress, get direction, and enhance
coordination in advance of workshops. Provide notes documenting these calls.
4. Perform quality reviews throughout the duration of the project. Review deliverables before submitting to
the City and/or regulatory, permitting, and funding agencies.
Schedule
A detailed Gantt chart schedule from Project Initiation through Final Completion (December 10, 2027) is
provide on the page that follows. The schedule also lists all project deliverables by major task/phase.
Proposal
A Cost Proposal worksheet follows the Gantt chart. We welcome the opportunity to review and refine the
proposed services and fee with the City to ensure they align with the City's requirements and expectations.
Q3 Q4
2025
Q1 Q2 Q3 Q4
2026
Q1 Q2 Q3 Q4
2027
Q1 Q2 Q3 Q4
2028
Q1
Engineer’s Report Deliverables
·Project Initiation Workshop (#1) agenda, attendance list, and notes
·Process Design Workshop (#2) agenda, attendance list, and notes
·Preliminary Layout Workshop (#3) agenda, attendance list, and notes
·DRAFT Engineer’s Report 30% Review Workshop (#4) agenda, attendance list, and notes
·Memorandum documenting resolution of 30% review comments
·DRAFT Engineer’s Report: (2) hardcopies, (1) bookmarked PDF electronic
Contract Documents Deliverables
·60%-complete plans: (2) half-size hardcopies, (1) full-size hardcopy, and (1) PDF electronic
·60%-complete specifications: (1) hardcopy and (1) PDF electronic
·60%-complete opinion of probable construction cost opinion
·60% Review Workshop (#5) agenda, attendance list, and notes
·Memorandum documenting resolution of 60% review comments
·90%-complete plans: (2) half-size hardcopies, (1) full-size hardcopy, and (1) PDF electronic
·90%-complete specifications: (1) hardcopy, (1) PDF electronic, and (1) editable Word electronic
·60%-complete opinion of probable construction cost opinion
·90% Review Workshop (#6) agenda, attendance list, and notes
·Memorandum documenting resolution of 60% review comments
·100%-complete plans: (2) half-size hardcopies, (1) full-size hardcopy, and (1) PDF electronic
·100%-complete specifications: (2) hardcopies and (1) Word electronic
·FINAL Engineer’s Report: (2) hardcopies, (1) bookmarked PDF electronic
Permitting Deliverables
·Permit applications and supporting materials
·Exhibits for City Plan Commission workshops and meetings
·Notes documenting City Plan Commission workshops and meetings
Bidding Deliverables
·Pre-Bid meeting agenda, attendance list, and notes
·Addenda
·Letter of recommendation
·Conformed Contract Documents: (2) half-size hardcopies, (1) full-size hardcopy, and (1) PDF
electronic
Project Management Deliverables
·Monthly status reports
·Meeting/workshop notes
·Status call notes
Donohue Scope
Work by Others
Potential Additional Scope
ü Startup and performance testing
well before December 10, 2027
requirement
ü Long-lead electrical equipment
(e.g., transformer(s) and switchgear)
may need to be procured well before
the Contractor’s NTP to meet the
December 10, 2027 deadline.
ü Work with the City and
WPS at these early design
stages to understand the
electrical service situation and
required electrical equipment.
ü Work with WDNR and City
to understand phosphorus
compliance flexibility (See
October 22, 2024
WDOA/WDNR report).
Cost Proposal - Professional Engineering Services for the City of Oshkosh Wastewater Treatment Plant Tertiary Treatment Filtration Facility Design
Levels of Effort (Hours) by Task
Project Roles Principal PM and SME-
Constructability
Lead Process
Engineer
SME-
Filtration
SME-
Hydraulics
Senior
Structural /
Architect
Junior
Structural
Senior
Process Junior Process Senior
Electrical
Junior
Electrical Mechanical Civil Controls QA/QC Admin
Team Members Gerbitz Howe Holzem Cassity Raisbeck Reimes TBD Wood TBD Stohl TBD Larson Bgrunwald Jgrunwald Varies Treft
1 Engineer's Report Total
Hours
Labor
Fee
Travel
Expenses
Other
Expenses Totals
Prepare for, conduct, and document Workshop 1 3 8 11 $2,535 $200 $2,735 Classification Hourly Rate
Subcontract survey 2 5 5 12 $2,420 $10,000 $12,420 Engineer/Specialist IX $285
Subcontract wetland delineation 2 5 5 12 $2,420 $7,500 $9,920 Engineer/Specialist VIII $265
Subcontract environmental testing 2 5 7 $1,620 $7,500 $9,120 Engineer/Specialist VII $245
Perform site reconnaisance, 360 imagery, AutoCAD bases 5 15 10 10 80 30 60 10 10 15 80 10 335 $53,975 $800 $54,775 Engineer/Specialist VI $230
Produce process design basis and operating strategies 60 10 10 60 40 180 $30,400 $30,400 Engineer V/Specialist V $210
Produce process schematics / flow sheets 40 15 25 80 $13,100 $13,100 Engineer/Specialist IV $195
Prepare for, conduct, and document Workshop 2 3 15 15 15 48 $9,105 $200 $9,305 Engineer/Specialist III $180
Produce preliminary layout drawings 10 40 30 80 60 40 20 30 30 30 10 380 $63,450 $63,450 Engineer/Specialist II $160
Produce preliminary PIDs 10 10 10 100 130 $21,500 $21,500 Enginee/Specialist I $140
Analyze potential environmental impacts 15 15 30 $5,550 $5,550 Technician II $125
Prepare for, conduct, and document Workshop 3 3 15 15 5 15 10 5 5 5 78 $15,130 $200 $15,330 Technician I $105
Produce refined layout drawings 10 25 30 80 60 40 20 30 30 30 355 $59,150 $59,150 Administrative III $105
Produce refined PIDs 10 10 10 100 130 $21,500 $21,500 Administrative II $95
Produce DRAFT Engineer's Report 5 20 40 5 5 25 40 15 15 15 15 10 210 $38,525 $38,525 Administrative I $85
Prepare for, conduct, and document Workshop 4 3 15 15 5 15 10 5 5 5 78 $15,130 $200 $15,330
Document resolution of 30% review comments 3 10 10 3 3 10 10 10 10 10 10 89 $17,075 $1,000 $18,075
Totals 31 168 290 18 18 115 240 340 205 95 70 110 200 255 0 10 2,165 $372,585 $1,600 $26,000 $400,185
2 Contract Documents Total
Hours
Labor
Fee
Travel
Expenses
Other
Expenses Totals
Produce 60%-complete documents 3 20 60 5 5 80 160 60 120 30 120 150 80 120 10 1,023 $169,055 $169,055
Prepare for, conduct, and document Workshop 5 3 15 15 5 15 10 5 5 5 78 $15,130 $200 $1,000 $16,330 1 - Prepare and submit CWFP Application
Document resolution of 60% review comments 3 10 10 5 5 5 5 5 5 5 5 10 10 10 93 $17,155 $17,155 Hours 90
Produce 90%-complete documents 3 20 40 5 5 80 160 60 120 30 120 150 80 120 20 1,013 $166,505 $166,505 Average Rate $205
Prepare for, conduct, and document Workshop 6 3 10 10 5 5 5 5 5 5 10 10 10 83 $14,955 $200 $1,000 $16,155 Fee $18,450
Document resolution of 90% review comments 3 10 10 5 5 10 10 10 10 10 10 93 $17,955 $17,955
Produce 100%-complete documents 3 15 10 10 10 10 10 10 10 10 10 10 20 138 $23,505 $1,000 $24,505
Totals 21 100 155 20 20 195 340 165 260 100 260 345 205 285 0 50 2,521 $424,260 $400 $3,000 $427,660
3 Permitting Total
Hours
Labor
Fee
Travel
Expenses
Other
Expenses Totals
WDNR construction 3 5 20 28 $5,505 $300 $5,805 2 - Design 24.9 kV Gear/Transformer(s)X
City building, demolition, plumbing, and electrical 20 10 10 10 50 $9,550 $300 $9,850 Hours 360
City site plan review 3 25 40 68 $12,505 $300 $300 $13,105 Average Rate $235
WDNR outfall 5 40 45 $7,450 $300 $7,750 Fee $84,600
DSPS building 20 20 $3,900 $300 $4,200
Totals 6 55 20 0 0 30 0 0 0 0 10 10 80 0 0 0 211 $38,910 $300 $1,500 $40,710
4 Bidding Total
Hours
Labor
Fee
Travel
Expenses
Other
Expenses Totals
Prepare for, conduct, and document pre-bid meeting 2 10 5 17 $3,570 $200 $3,770 3 - Procure 24.9 kV Gear/Transformer(s)X
Respond to bidder questions 20 10 5 5 5 5 10 5 10 10 5 90 $16,725 $16,725 Hours 160
Review bids and produce letter of recommendation 2 5 7 $1,620 $1,620 Average Rate $235
Produce conformed Contract Documents 5 5 5 5 5 5 5 5 40 $7,775 $1,000 $8,775 Fee $37,600
Totals 4 40 15 5 0 10 5 10 5 15 5 15 15 10 0 0 154 $29,690 $200 $1,000 $30,890 X - Requires workshop with WPS to finalize scope.
5 Project Management and QA/QC Total
Hours
Labor
Fee
Travel
Expenses
Other
Expenses Totals
Develop workplan and set up accounting system 3 10 2 15 $3,165 $3,165
Produce monthly status reports 10 15 25 $6,000 $6,000
Prepare for, conduct, and document status calls 10 25 35 $8,100 $8,100
Perform quality reviews: design basis, 30%, 60%, and 90%15 15 15 200 245 $59,875 $59,875
Totals 38 50 0 15 15 0 0 0 0 0 0 0 0 0 200 2 320 $77,140 $0 $0 $77,140
Total Hours All Phases 100 413 480 58 53 350 585 515 470 210 345 480 500 550 200 62
Labor Fee Summary by Phase Total Labor Hours and Fee Summary Construction Cost
$285 $210 $180 $245 $195 $195 $140 $160 $140 $265 $180 $160 $160 $160 $245 $105 Labor Fee Subs/Exp Total Fee
Engineer's Report $8,835 $35,280 $52,200 $4,410 $3,510 $22,425 $33,600 $54,400 $28,700 $25,175 $12,600 $17,600 $32,000 $40,800 $0 $1,050 $372,585 $27,600 $400,185 Engineering Fees and % of Construction
Contract Documents $5,985 $21,000 $27,900 $4,900 $3,900 $38,025 $47,600 $26,400 $36,400 $26,500 $46,800 $55,200 $32,800 $45,600 $0 $5,250 $424,260 $3,400 $427,660 Design Fee $904,985 4.4%
Permitting $1,710 $11,550 $3,600 $0 $0 $5,850 $0 $0 $0 $0 $1,800 $1,600 $12,800 $0 $0 $0 $38,910 $1,800 $40,710 Permitting Fee $40,710 0.2%
Bidding $1,140 $8,400 $2,700 $1,225 $0 $1,950 $700 $1,600 $700 $3,975 $900 $2,400 $2,400 $1,600 $0 $0 $29,690 $1,200 $30,890 Bidding Fee $30,890 0.2%
Project Management and QA/QC $10,830 $10,500 $0 $3,675 $2,925 $0 $0 $0 $0 $0 $0 $0 $0 $0 $49,000 $210 $77,140 $0 $77,140 Total Fee $976,585 4.8%
Totals $28,500 $86,730 $86,400 $14,210 $10,335 $68,250 $81,900 $82,400 $65,800 $55,650 $62,100 $76,800 $80,000 $88,000 $49,000 $6,510 $942,585 $34,000 $976,585 Time-and-materials not to exceed. Expenses at Cost.
Labor Fees and Expenses by Task
Hourly Labor Charge-Out Rates Labor Hours
2025 Fee Schedule
$20,500,000
Denotes subconsultant fee.
Potential Added Scope Items
5371
2165
2521
211
154
320
Page 1 of 1 | Proposal Page 14
Donohue Associates, Inc. - November 11, 2024
ALLEN F. HOWE
● Engineering Excellence Since 1997 ●
YEARS OF EXPERIENCE
29
EDUCATION
Bachelor of Science
Civil Engineering
University of Wisconsin-Platteville
1995
AWARDS
2022 ACEC Wisconsin Engineering
Excellence Best of State Award, CRS
Manager: WWTP New Biogas Boiler,
Appleton, Wisconsin.
2020 ACEC Wisconsin Engineering
Excellence State Finalist, Project Manager-
Construction Related Services: New
Clearwells and High Service Pump Station
Upgrade, South Milwaukee Water Utility,
South Milwaukee, Wisconsin
2017 ACEC Wisconsin Engineering
Excellence Best of State Award, Lead
Process-Mechanical Engineer: Eau Claire
WWTF-Resilient, Robust, Sustainable, Eau
Claire, Wisconsin
2011 ACEC Minnesota Engineering
Excellence Honor Award, Process Engineer:
New Wastewater Treatment Facility at
Willmar, Minnesota
2011 ACEC Wisconsin Engineering
Excellence State Finalist, Lead Process
Design Engineer: Eau Claire Removes
Toxicity and Improves Pumping, Eau Claire,
Wisconsin
2010 ACEC of Wisconsin Engineering
Excellence State Finalist, Process Engineer:
Wastewater Plant Expansion and
Optimization, Two Rivers, Wisconsin
PRESENTATIONS
“Indianapolis CSO 39 Storage/Primary
Treatment.” Central States Water
Environment Association, May 2004
“Aerated Lagoon Effluent Polishing with
Peat Wetlands.” Gibbsville Sanitary District,
Gibbsville, Wisconsin, January 2001
“Peat/Wetland Treatment Alternative for
Small Communities.” Gibbsville Sanitary
District, Gibbsville, Wisconsin, May 2000
Digester Mixing System Upgrade, Concrete and Structural Repairs, Roof
Replacements, and WWTP Lifting System Improvements, Oshkosh, Wisconsin.
Construction Administrator: The City of Oshkosh has recently undergone a variety of
WWTP upgrades/improvements. The Digester Mixing System Upgrade involved
replacement of the existing gas mixing system with internal draft tube type mixing.
Unique to the project was modifying the existing floating covers to accept the new
mixers. Donohue developed bidding documents for the removal and replacement of
nearly all roofs at the WWTP as well as performed a field review of concrete and
structural conditions documenting findings and repair recommendations. The Donohue
team then prepared bidding documents and oversaw the structural repairs. Additional
work at Oshkosh has also included improvements to equipment removal hoisting
configurations for ease and safety. Donohue collaborated with Jacobs to implement
control of the equipment into the Plant’s existing SCADA system.
Ferric Chloride Feed System Evaluation/Design Construction, NEW Water, Green Bay,
Wisconsin. Construction Observation: Evaluation of existing ferric chloride feed system
components and range of ferric chloride feed rates. Developed a listing of potential
feed point locations and identified improvements necessary to provide an efficient feed
system, including supplementary mixing. Determined optimal location for ferric chloride
unloading to bulk storage. Developed design memorandum including unit process siz ing,
flow diagrams, and conceptual layout sketches. Prepared bidding documents, including
plans and specifications, and opinion of probable construction cost. Provided construction
observation services.
New Wastewater Treatment Facility, Clinton, Wisconsin. Process Engineer/Project
Manager: Project included the design of a 100% new wastewater treatment facility. The
design flow rate was 0.38 mgd (2.6 mgd peak). Conditions of the existing facilities were
beyond useful life or too small in capacity and were demolished. The new treatment
facility consisted of an administration building, preliminary treatment facilities (screenings
and grit removal), raw wastewater pumping, activated sludge treatment, blower, and
chemical phosphorus removal building, rehabilitation of existing sand filters for flow
blended secondary clarifier effluent to UV disinfection, sludge storage, post aeration,
and effluent pumping for high river events. Improvements in addition to the treatment
facility included site drainage issues, a new industrial park street with utilities to access
the plant, and downstream waterway improvements.
Wastewater Treatment Plant Improvements, Whitewater, Wisconsin. Construction
Administrator: The project involved major improvements to the 1.5 mgd average day
flow (11 mgd peak) wastewater treatment facility. Design was based on Donohue’s
Facility Planning recommendations: remove existing RBC secondary treatment system,
construct activated sludge system incorporating enhanced biological phosphorus removal,
utilize one existing secondary settling basin for additional aeration tankage, construct
new secondary clarifiers, construct RAS pumping system, construct WAS pumping and
centrifuge sludge thickening system, renovate the Administration Building, replace
electrical systems, accommodate future tertiary filtering to achieve low-level phosphorus
compliance, and accommodate future total nitrogen removal strategies. To help fund the
project, the City received a $707,500 grant through WDNR’s Clean Water Fund
Principal Forgiveness loan program.
Wastewater Treatment Facility Improvements, Wausau, Wisconsin. Construction
Administrator: The project involved major improvements to the 5.2 mgd average day
flow (32 mgd peak) wastewater treatment facility. Design was based on Donohue’s
Facility Planning recommendations: replacement of raw wastewater pumps, replacement
of primary clarifier mechanisms, new primary scum pumping and primary sludge
screening prior to digestion, provide selector basins and primary influent flow diversion
to step feed activated sludge system during high flows, replace aeration tank aeration
system including high speed blowers, piping, aeration tank diffusers with a split grid fine
bubble system, as well as influent and effluent gates. New secondary effluent splitter
box, one new secondary clarifier, new RAS and WAS pumping systems, chemical systems
for alkalinity and polymer, new Solids Handling building and miscellaneous equipment
including, belt dryer and dried solids handling system, convert existing sand filter
ALLEN F. HOWE
● Engineering Excellence Since 1997 ●
building to include effluent pumping, reclaimed plant effluent system, disc filters to
achieve low-level phosphorus compliance, and upgrade to new UV disinfection. To help
fund the project, the City received a $707,500 grant through WDNR’s Clean Water
Fund Principal Forgiveness loan program.
UV Disinfection Facilities, Howards Grove, Wisconsin. Process Engineer: The project
involved the design of UV disinfection facilities. Also provided construction-related
services, including contract administration and construction observation.
Water Pollution Control Plant Upgrade, Fort Wayne, Indiana. Process Engineer:
Prepared RAS/WAS piping modifications for the design of an upgrade at the water
pollution control plant. The project consisted of preliminary treatment, additional flood
control facilities, septage receiving facilities, and modifications to the influent interceptor
sewers, secondary treatment facilities, and the site power distribution system. The
preliminary treatment facilities included fine screening, a raw wastewater pump station,
vortex grit removal basins, and grit handling. Secondary improvements included clarifier
influent launder improvements, RAS and WAS metering improvements, and the
replacement of four clarifier drives and mechanisms.
Disinfection System Conversion, Fort Wayne, Indiana. Process Engineer: Prepared
plans and specifications for the conversion of an existing gaseous chlorine disinfection
system to a liquid bleach disinfection system, a new sodium bisulfite dechlorination
system, and replacement of the RAS airlift pump station with variable speed drive axial
flow pump station.
Recirculating Sand Filter Treatment System, Gibbsville Sanitary District, Wisconsin.
Process Engineer: Project included the design and preparation of plans and specifications
for a Recirculating Sand Filter Treatment System. The project included unique construction
sequencing to construct new sand filter beds within the berms of the exist ing lagoons.
Wastewater Facility Improvements Project, Faribault, Minnesota. Process Engineer:
Design of the new headworks building included as part of the rehabilitation of the entire
wastewater facility. Design average flow of 4.11 mgd and a peak flow of 12.04 mgd.
The new headworks structure included intercepting the existing 30-inch gravity sewer and
maintaining the operation of the existing facility until the new facility was constructed.
Headworks included raw wastewater pumping, screening, grit removal, and chemical
feed room. This project was partly funded by ARRA funds; therefore, bidding documents
were set up to ensure the use of American-made products where necessary.
Treatment Facilities Upgrade, Eau Claire, Wisconsin. Process Engineer: Major upgrade
($40M) to the entire wastewater treatment facility. The existing rotating biological
contactors were replaced with a biological phosphorus removal activated sludge system
with high-efficiency turbo-blowers. The project also included primary sludge screening,
primary clarifier improvements, secondary clarifier improvements, anaerobic digestion
system improvements (linear motion mixers, nozzle mixing, digester covers, biogas
storage, and digester gallery piping), solids thickening, biogas conditioning, biogas
utilization for heat and electricity production, an automation system to minimize operator
requirements, odor control, alkalinity storage and feed systems, water and wast ewater
laboratory improvements, updated sludge pumping improvements, and emergency
electricity generation, and ventilation and electrical system improvements to meet NFPA
code.
Raw Wastewater Pump Station Bypass Design, New Albany, Indiana. Process
Engineer: Design and preparation of plans and specifications for the raw wastewater
pump station bypass channel were included in this project. Duties included increasing the
existing raw wastewater coarse screening capacity from 30 mgd to 55 mgd. A 55-mgd
coarse-screened bypass was also added for redundancy in the event of screen failure.
The greatest benefit was the ability to accept flow during a screen failure without having
to bypass it. Finally, the bypass channel allowed the City to take the primary pump
station out of service for cleaning and maintenance.
MICHAEL W. GERBITZ, PE
● Engineering Excellence Since 1997 ●
PROFESSIONAL ENGINEER
Wisconsin: 32259
Michigan: 6201064285
Minnesota: 53781
YEARS OF EXPERIENCE
34
EDUCATION
Master of Science
Civil Engineering
Southern Illinois University
1992
Bachelor of Science
Aerospace Engineering and Mechanics
University of Minnesota
1990
PROFESSIONAL ASSOCIATIONS
Central States Water Environment
Water Environment Federation
NACWA
AWARDS
2017 ACEC Wisconsin Engineering
Excellence Best of State Award, Project
Manager: Eau Claire WWTF-Resilient,
Robust, Sustainable, Eau Claire, Wisconsin
2017 ACEC Engineering Excellence
National Recognition, Project Manager:
Kenosha WWTP Energy Optimized
Resource Recovery, Kenosha, Wisconsin
2013 ACEC Wisconsin Engineering
Excellence Grand Award, Project Manager:
Sheboygan Regional WWTP Achieves Net
Zero Energy, Sheboygan, Wisconsin
2012 ACEC Minnesota Engineering
Excellence Honor Award, Lead Project
Manager/Lead Process Engineer: New
Wastewater Treatment Facility, Willmar,
Minnesota
2008 George Bradley Gascoigne Medal,
Water Environment Federation
2007 ACEC Engineering Excellence Grand
Award/National Finalist, Project Manager:
Wastewater Treatment Facility at Chatfield,
Minnesota
PAPERS
“Sheboygan WWTF Achieves Net Zero
Energy,” The Clarifier, Wisconsin
Wastewater Operators’ Association,
December 2013
“Best from the Inside Out, A change in
direction eliminated filamentous bulking at a
Wisconsin slaughterhouse,” Industrial
Wastewater, February/March 2007,
Water Environment Federation Magazine
“Nutrient Removal: One Size Does Not Fit
All,” Water Environment & Technology,
October 2004
PUBLICATIONS (peer reviewer)
Effluent Filtration to Comply with Low-Level TSS and TP at Water Resource Recovery
Facility, Heart of the Valley Sanitary District, Kaukauna, Wisconsin. Principal/Client
Team Leader: Effluent total suspended solids and total phosphorus are now governed by
TMDL mass limits. The existing BAF cannot consistently comply with these mass limits. This
project produced bidding documents to install a 26-mgd effluent filtration system to
meet the low-level mass limits. Secondary effluent will be chemically conditions upstream
of new cloth media disk filters. These systems will be installed inside the footprint of a
sand filter.
Low-Level Phosphorus Compliance, Fox River Water Pollution Control Center,
Brookfield, Wisconsin. Project Principal/Client Team Leader: The City retained Donohue
to design improvements to meet a low-level effluent phosphorus limit (0.075 mg-TP/L) at
this 50-mgd treatment facility. During planning, Donohue and the Owner considered a
host of compliance strategies before selecting disc filtration. The Bidding Documents
defined the Work associated with a chemical mixing and flocculation system, flow
splitting system, and effluent disc filtration system.
Tertiary Filtration and Service Water Improvements Project, NEW Water, Green Bay,
Wisconsin. Project Principal/Client Team Leader for design of tertiary filtration using
cloth media disc filters to achieve future TSS and phosphorus limitations. The eight filter
system was designed for an average and peak flow of 10 and 57.3 mgd, respectively.
The design also included replacement of the service water system, which included a new
service water pumping system, hydropneumatic tank, and automatic strainers.
Wastewater Treatment Facility Plan, Wausau, Wisconsin. Project Manager/Principal/
Client Team Leader: The City of Wausau owns and operates an 8-mgd average/36-
mgd peak advanced wastewater treatment facility. The facility had not been upgraded
in 30 years, was facing and impending low-level phosphorus limit, and was finding it
increasingly difficult to land apply its wet-cake biosolids. The City retained Donohue to
perform a comprehensive Facility Plan to produce a cost-effective upgrade strategy that
addressed the aging equipment and infrastructure concerns, capacity concerns, low-level
phosphorus compliance, and biosolids logistics challenges. The recommended plan
included equipment replacement, infrastructure rehabilitation and repurposing, biological
phosphorus removal, effluent disc filtration, and biosolids dewatering and drying.
Wastewater Treatment Plant Upgrade, La Crosse, Wisconsin. Principal/Client Team
Leader/Technical Advisor: Design to improve phosphorus removal for new permit limits
and to enhance safety, reliability, energy efficiency, solids -processing, and solids-reuse
capacity. Improvements to the treatment facility include, among others, new fine screen;
upgrades to the Primary Solids Pumping System; upgrades to the existing aeration
basins for enhanced biological phosphorus removal; full diffuser replacement;
replacement of existing blowers with high efficiency turbo blowers; conversion of existing
chlorination channel into chemical mixing tanks for the phosphorus removal filtration
system; installation of rotating disc filters for phosphorus removal installation of a new
heat and power cogeneration engine; full facility electrical utility upgrade converting
from three utility feeds to a single utility feed and necessary upgrades to bring the
facility into compliance.
Wastewater Treatment Improvements Design, Wausau, Wisconsin. Principal/Client
Team Leader: The City of Wausau retained Donohue to produce Bidding Documents to
construct the improvements outlined in in the Donohue-authored Wastewater Treatment
Facility Plan. The improvements to this 8-mgd average/36-mgd peak facility included a
new administration building, raw wastewater screening improvements, raw wastewater
pumping improvements, grit system improvements, primary flow splitting improvements,
primary treatment and solids pumping improvements, primary effluent conduit
improvements, anoxic/anaerobic selectors for biological phosphorus removal, aeration
basin configuration and efficiency improvements, aeration system improvements,
secondary flow splitting improvements, effluent pumping, secondary effluent pumping,
disc filtration for effluent BOD and phosphorus compliance, UV disinfection, primary
solids screening, primary thickening, WAS thickening, digestion system enhancements,
DSD dewatering, biosolids drying, and biosolids storage improvements.
MICHAEL W. GERBITZ, PE
● Engineering Excellence Since 1997 ●
“Moving Towards Resource Recovery
Facilities,” Water Environment Federation
2013
PRESENTATIONS
“Biosolids Drying to Eliminate Land
Application,” Indiana Water Environment
Association, Annual Conference, August
2021
“Wastewater Today: Saving Energy,
Producing Energy, and Recovering
Nutrients,” MWOA Section Meeting,
Willmar, Minnesota, June 2017
“One Size Does Not Fit All: Site Specific
Conditions and Nutrient Removal
Configurations,” IAWEA Annual Meeting,
June 2014
“Overcoming the Barriers for Energy
Recovery: Developing WLSSD’s Energy
Vision,” CSWEA Annual Conference, May
2014
“Achieving Energy Independence: Water
Resource Recovery Facilities Can Achieve It,”
MWEA Annual Biosolids Conference, March
2014
“Overcoming the Barriers for Energy
Recovery: Developing WLSSD’s Energy
Vision,” WATERCON, March 2014
“Overcoming the Barriers for Energy
Recovery: Developing WLSSD’s Energy
Vision,” CSWEA Environment Conference,
November 2013
“Sheboygan Heat Drying Biosolids,”
CSWEA Wisconsin Annual Spring Biosolids
Symposium, March 2013
“You’ve Got Grit Slurry: Now What? Three
Case Studies of Grit Slurry Serving Large
Combined Sewer Systems,” WEFTEC,
October 2012
“LM Digester Mixers and More Micro-
Turbines Enhance Sheboygan’s Ability to
Produce Energy and Go off the Grid,”
Central States WEA Annual Meeting, May
2012
Water Pollution Control Facility Upgrade, Beloit, Wisconsin. Principal/Client Team
Leader/Technical Advisor: Upgrade design to enhance safety, reliability, energy
efficiency and to include biosolids dewatering and drying, aeration system upgrades,
and UV disinfection. Improvements to the treatment facility include, among others,
replacement of the grit removal and classification systems; replacement of existing
blowers with high efficiency turbo blowers; conversion of existing chlorination channel into
UV disinfection channel; replacement of two gravity belt thickeners for solids thickening
and other solids handling components including a belt dryer.
Treatment Facility and Pump Stations, Willmar, Minnesota. Project Manager: Donohue
served as program manager for the design of $70M of wastewater system
improvements. These improvements consisted of a new 5-mgd average day flow
treatment facility, 6 miles of 48- and 54-inch gravity interceptor, two raw wastewater
pump stations, and several miles of raw wastewater force main. The new 5-mgd
treatment facility consists of a screw pump raw wastewater pump station, a centrifugal
submersible raw wastewater pump station, fine screening, screenings
washing/compacting, grit removal, anoxic selector, oxidation ditch activated sludge,
secondary settling, UV disinfection, final aeration, chemical phosphorus removal, gravity
belt WAS thickening, liquid sludge storage, hypochlorite filament control, and reclaimed
effluent pumping and distribution.
Digestion System Mixing, Oshkosh, Wisconsin. Project Manager/Principal/Client Team
Leader: Donohue evaluated and produce bidding documents for a digester mixing
system improvements at this 20-mgd average advanced wastewater treatment facility.
Alternatives considered linear-motion mixing, pumped-nozzle mixing, internal draft tube
mixers, and external draft tube mixers. Armed with an evaluation of non-economic
advantages/disadvantages as well as life-cycle costs, the City elected to replace the
existing gas-mixing system with internal draft tube mixers.
Wastewater Treatment Facility Improvements, Faribault, Minnesota. Project Manager:
Donohue designed a wastewater treatment facility upgrade for this rapidly growing
community of approximately 20,000 people with two large food production industries.
The upgrade included a new preliminary treatment building with raw wastewater
pumping, fine screening with screenings dewatering, and grit removal with grit
washing/dewatering; secondary clarifier enhancements; a new UV disinfection system; a
new high-river stage effluent pumping system; new RAS and WAS pumping; new
aerated WAS storage; new WAS thickening structure with a 2-M gravity belt thickener;
anaerobic digestion system improvements complete with new heating system boilers and
heat exchangers; liquid and gas piping improvements,
Wastewater Treatment Plant Upgrades, Whitewater, Wisconsin. Project Principal/Client
Team Leader: Design of major improvements to 1.5 mgd average day flow (11 mgd
peak) wastewater treatment facility. Design based on Donohue’s Facility Planning
recommendations: remove existing RBC secondary treatment system, construct activated
sludge system incorporating enhanced biological phosphorus removal, utilize one existing
secondary settling basin for additional aeration tankage, construct new secondary
clarifiers, construct RAS pumping system, construct WAS pumping and centrifuge
thickening system, renovate the Administration Building, replace electrical systems,
accommodate future tertiary filtering to achieve low-level phosphorus compliance, and
accommodate future total nitrogen removal strategies. To help fund the project, City is
receiving a $707,500 grant through WDNR’s Clean Water Fund Principal Forgiveness
loan program.
Facility Planning, Sun Prairie, Wisconsin. Process Engineer: Donohue teamed with
another consulting firm to develop a 20-year Facility Plan for this municipal wastewater
treatment facility. The 20-year average-day flow was 3.5 mgd and the peak flow was
16 mgd. The Facility Plan evaluated major upgrade alternatives to increase treatment
capacity to treat the 20-year flows and loads. The evaluation included raw wastewater
pumping, grit removal, primary clarification, fixed film biological treatment, suspended
growth biological treatment, biological phosphorus removal, secondary clarification,
effluent filtration, UV disinfection, effluent re-aeration, and solids handling components.
RYAN M. HOLZEM, PH.D., PE, LEED GA
● Engineering Excellence Since 1997 ●
PROFESSIONAL ENGINEER
Wisconsin: 46363
PROFESSIONAL CERTIFICATES
LEED GA, U.S. Green Building Council, 2014
YEARS OF EXPERIENCE
14
EDUCATION
Ph.D.
Civil/Environmental Engineering
Duke University
2014
Master of Science
Civil/Environmental Engineering
University of Wisconsin-Madison
2008
Bachelor of Science
Civil/Environmental Engineering
University of Wisconsin-Platteville
2006
PROFESSIONAL ASSOCIATIONS
Water Environment Federation
Central States Water Environment
Association
AWARDS
2022 ACEC Indiana Engineering Excellence
Merit Award, Process Engineer: Cheeney
Creek WWTP Expansion, Fishers, Indiana.
PRESENTATIONS
“Let’s Stir Things Up: Jar Testing as an
Essential Tool for Chemical Treatment,
Central States WEA Annual Meeting, May
2024
“Unlocking your Facility’s Least Expensive
Capacity with and without Stress Testing –
Three Wisconsin Case Studies,” WWOA
Conference, October 2022
“Village of Cleveland Phosphoris
Optimization,” Wisconsin Rural Water
Conference, Marc 2022
“Brookfield – The Largest of the Law,”
WWOA Conference, October 2021
"Using Portable Probes for the Rapid
Evaluation of Wastewater Treatment
Biological Nitrification," Environmental and
Water Resources Institute 2018 Congress,
June 2018
"Connecting Dairy Farms and Municipal
Wastewater Treatment," Central States
Water Environment Association Pretreatment
Seminar, August 2017
"Performance Evaluation of a Biological
Additive for Manure Lagoons,"
Environmental and Water Resources Institute
2017 Congress, May 2017
"Technological Innovation in Agricultural and
Environmental Sciences." International
Tertiary Filtration and Service Water Improvements Project, NEW Water, Green Bay,
Wisconsin. Lead Process Engineer: Design tertiary filtration using cloth media disc filters
to achieve future TSS and phosphorus limitations. The eight-filter system was designed for
an average and peak flow of 10 and 57.3 mgd, respectively. The design also included
the replacement of the service water system and replacing most (i.e., 3,000 feet) of the
Facility's service water yard piping, service water piping within two of the process
buildings, and sealing water connections to 16 pumps fed by the service water system. A
spray system was also designed for the intermediate clarifier scum box and 1st Stage
Aeration basins, fed by the service water system. The scum box spray sys tem was
designed to break up scum, and the 1st stage aeration spray system was designed for
foam suppression. Other improvements included in the design were replacing the
secondary scum pumps and several mixed liquor RAS and WAS valves.
Effluent Filtration Design Project, Heart of the Valley Metropolitan Sewerage District,
Kaukauna, Wisconsin. Project Manager/Lead Process Engineer: Ryan is managing and
is the lead process engineer for the design of the tertiary cloth media disc filter system
and associated chemical conditioning system (i.e., rapid mix, coagulation, and
flocculation) with a coagulant and polymer. The system will have a capacity of 26 mgd.
Low-Level Phosphorus Removal Project, Fox River Water Pollution Control Center
(FRWPCC), Brookfield, Wisconsin. Lead Process Engineer: Ryan led the design of the
low-level phosphorus removal system for FRWPCC to achieve the future 0.075 mg/L
phosphorus effluent limit. The low-level phosphorus removal system included four cloth
media disc filters and chemical conditioning (i.e., rapid mix, coagulation, and flocculation)
with a coagulant and polymer. The system had a capacity of 31.2 mgd. The design
included provisions to use the existing deep bed filters as backup filters.
Phosphorus Compliance Project, Wastewater Treatment Facility, Howards Grove,
Wisconsin. Project Manager/Lead Process Engineer: Ryan managed and led the design
of the low-level phosphorus removal system for the Village of Howards Grove
wastewater treatment facility. The low-level phosphorus removal system included four
cloth media disc filters and chemical conditioning (i.e., rapid mix, coagulation, and
flocculation) with a coagulant and polymer. The system had a capacity of 2.0 mgd. Ryan
is also serving as the contract administrator lead engineer for construction-related
services.
Manitowoc Public Utility Manitowoc WWTF Stack Filter and Final Clarifier
Maintenance Improvements, Manitowoc, Wisconsin. Lead Process Engineer: Ryan led
the design to rehabilitate the two 86 foot diameter roughing stack (i.e., trickling) filters
and the four final clarifiers. The stack filter design included replacement of existing
media and distribution mechanism, and the addition of two additional blowers and
associated ductwork to improve ventilation. The final clarifier design included replacing
the clarifier mechanisms, drives, access bridges, center piers, feedwells, drive cages, scum
skimmer assemblies and beaches, scum baffles, and weirs, and converting from inboard
steel launders to outboard concrete launders. Sunlight blocking covers were also added
to the final clarifier launders. The design also included replacing the clarifier drain pump.
Phosphorus Removal Improvements Project, Walworth County Metropolitan
Sewerage District, Delavan, Wisconsin. Lead Process Engineer: Ryan is leading the
design of biological phosphorus removal improvements and tertiary filtration. The
biological phosphorus improvements will include adding selectors before the aeration
basins. The tertiary filtration system will include cloth media disc filters and chemical
conditioning (i.e., rapid mix, coagulation, and flocculation) with a coagulant and polymer.
The filter and chemical conditioning will have a capacity of 30 mgd.
North Plant Clarifier Rehabilitation for the Green Bay Facility, NEW Water, Green Bay,
Wisconsin. Lead Process Engineer: Ryan led the design of rehabilitating four primary
clarifiers and twelve final clarifiers. The design included replacing the clarfier
mechanisms, drives, access bridges, maintenance platforms, lower access platforms,
center piers, feedwells, drive cages, corner sweeps, scum skimmer assemblies and
beaches, scum baffles, current density baffles, and weirs, and converting from inboard
RYAN M. HOLZEM, PH.D., PE, LEED GA
● Engineering Excellence Since 1997 ●
Symposium on Society and Resource
Management, June 2016
"Determining the Impacts of Biosolids Aging
in the Evaluation of Receiving Soil Microbial
Ecotoxicity of Triclosan," Residuals and
Biosolids Conference, April 2016
"Using Lab-Generated Biosolids as a
Standard Material to Evaluate the Impacts
of Triclosan on Soil Denitrifiers Following
Land Application," World Environmental
and Water Resources Institute 2015
Congress, May 2015
PEER REVIEWED PUBLICATIONS
"Life-Cycle Analysis of Advanced Manure
Management Systems for a Wisconsin
Confined Animal Feeding Operation
(CAFO)," American Society of Agricultural
and Biological Engineers.
"Elucidating the Impacts of Biosolids on
Indigenous Agricultural Soil Denitrifying
Bacteria," American Society of Civil
Engineering (ASCE) Journal of Environmental
Engineering (JEE).
"Evaluating the Impacts of Triclosan on
Wastewater Treatment Performance During
Startup and Acclimation," Water Science &
Technology: Volume 76, Issue 12. 2017.
"The effects of organic carbon substrate
availability and recipient genetic
characteristics on the conjugal transfer of
the TOL plasmid in soil slurry batches,"
Chemosphere, 2012, 89(2): 158-163.
SCHOLARLY PUBLICATIONS
"Performance evaluation of a biological
additive for manure lagoons" 2018
American Society of Agricultural and
Biological Engineers (ASABE) Annual
International Meeting.
"Using Portable Probes for the Rapid
Evaluation of Wastewater Treatment
Biological Nitrification." Environmental and
Water Resources Institute 2018 Congress.
Minneapolis, MN. 2018.
"Co-digestion considerations for anaerobic
digestion systems." Progressive Dairyman
print edition (Issue 16) and website.
September 30, 2015 (online). October 1,
2015 (Print). Reprinted in the Canada
Edition (Issue 8). August 2016.
"4 reasons why anaerobic digesters fail,"
Progressive Dairyman e-newsletter and
website (25,000 large-heard, forward-
thinking producers throughout the U.S.). June
29, 2015.
"Impact of Emerging Contaminants and
Biosolids Aging on Ecotoxicity in Soils,"
Residuals and Biosolids 2016 Conference
Proceedings. April 3-6, 2016.
steel to outboard concrete launders. The existing final clarifier organ pipe mechanism
was also replaced with a sludge suction header mechanism. Sunlight blocking covers
were also installed on the final clarifiers. The design also included replacing the th ree
primary sludge and grit pumps and the sixteen final scum pumps and sections of their
suction and discharge piping and valves.
Cheeney Creek WWTP Expansion Improvements, Fishers, Indiana. Process Engineer:
Ryan designed the modification of the existing aeration basins to include two selector
zones with mixers. The design required the replacement of the air piping, valves, and
diffusers for the remaining aerated portion of the basins. The design also included
modifying the RAS piping, including installing flow meters and electrically actuated
valves to direct the RAS to the selectors. The WWTP has an average and peak flow rate
of 10 and 20 mgd, respectively.
Water Quality Investigation, Oshkosh, Wisconsin. Project Engineer: Completed water
quality data analyses for the City of Oshkosh to determine the cause of complaints from
customers receiving the City's drinking water. This analysis included several years of data
and over two dozen water quality parameters. The analysis was used to develop several
recommendations on how the City could resolve the cause of the complaints.
Primary Clarifier Rehabilitation Project, Fox River Water Pollution Control Center
(FRWPCC), Brookfield, Wisconsin. Project Engineer: Ryan led the design of the
rehabilitation of two primary clarifiers at FRWPCC. The rehabilitation included the
replacement of the mechanism motor and gear reducer; rebuild of the drive assembly;
replacement of the center well, weirs, and scum baffles; and the addition of wall-
mounted launder troughs, scum beach, and dual skimmer assemblies. The design also
included a ladder and platform to access and maintain the new launder troughs.
Phosphorus Control Improvements Project, Wastewater Treatment Plant, Janesville,
Wisconsin. Project Manager/Lead Process Engineer: Ryan led the design of the chemical
phosphorus removal system for the City of Janesville Wastewater Treatment Plant to
achieve compliance with their future low-level phosphorus limit. The design included new
RE300 and polymer feed systems and coarse bubble mixing at two locations within the
existing mixed liquor channels. The coarse bubble mixing systems were designed to be
installed without taking the aeration basins or mixed liquor channels out of service. Ryan
is also serving as the lead engineer for construction-related services.
Wastewater Treatment Plant Upgrades, Whitewater, Wisconsin. Process Engineer:
Completed historical data analyses and process evaluation in preparation for major
improvements to the 1.5 mgd average day flow (11 mgd peak) wastewater treatment
plant. The improvements were based on Donohue's Facility Planning recommendations,
which included removing existing RBC secondary treatment system, constructing activated
sludge system incorporating enhanced biological phosphorus removal, utilizing one
existing secondary settling basin for additional aeration tankage, constructing new
secondary clarifiers, constructing RAS pumping system, constructing WAS pumping and
centrifuge thickening system, renovating the Administration Building, replacing electrical
systems, accommodating future tertiary filtering to achieve low-level phosphorus
compliance, and accommodating future total nitrogen removal strategies. Used the
BioWin process simulator models to design the new activated sludge system, including the
configuration of the aeration basin, and examined the potential for struvite harvesting.
Also used the BioWin process simulator models extensively to evaluate the sensitivity of
the proposed activated sludge system to wet weather flow, weekend versus weekday
flows, flows from the University, the addition of HSW, and changes in the BOD and TKN
in the influent. Also used the models to determine aeration requirements and control
strategies. Completed evaluated WAS thickening options.
Phosphorus Quantity Estimate, Green Bay Metropolitan Sewerage District, Wisconsin.
Project Engineer: Compiled wastewater data collected over three years to determine the
maximum probable concentrations of effluent phosphorus. This analysis was completed
for the Green Bay municipal sewerage district, which included the cities of Green Bay
and De Pere, WI in support of the WPDES.
NATHANIEL W. CASSITY, PE, BCEE
● Engineering Excellence Since 1997 ●
PROFESSIONAL ENGINEER
Wisconsin: 35946
Illinois: 62062820
Michigan: 6201067118
Iowa: P24675
PROFESSIONAL DESIGNATION
Board Certified Environmental Engineer
YEARS OF EXPERIENCE
25
EDUCATION
Master of Science
Civil and Environmental Engineering
University of Wisconsin – Madison
1999
Bachelor of Science
Civil and Environmental Engineering
University of Wisconsin – Madison
1997
PROFESSIONAL ASSOCIATIONS
Water Environment Federation
Wisconsin Wastewater Operators'
Association
American Academy of Environmental
Engineers
AWARDS
2021 ACEC Minnesota Engineering
Excellence Grand Award and Grand
Conceptor Award, Project Manager: St.
Cloud Nutrient Recovery and Reuse (NR2),
St. Cloud, Minnesota.
2020 ACEC Illinois Engineering Excellence
Special Achievement Award, Lead Process
Engineer: Preparing for the Future:
Upgrades at Aux Sable, Joliet, Illinois
2020 ACEC Illinois Engineering Excellence
Judges Choice Award, Lead Process
Engineer: Preparing for the Future:
Upgrades at Aux Sable, Joliet, Illinois
2004 ACEC Wisconsin Engineering
Excellence Best in State Award,
Wastewater Treatment Plant Upgrade and
Expansion, Ripon, Wisconsin
2004 American Society of Civil Engineers
Wisconsin Section Engineering Achievement
Award, Wastewater Treatment Plant
Upgrade and Expansion, Ripon, Wisconsin
PRESENTATIONS
“Utility of the Future, The Continued Journey
at St. Cloud, MN” Michigan WEA
Conference, Boyne Falls, Michigan, June
2019
“Activated Sludge and BNR Process Control:
Hands-On in the Real World,” WEFTEC,
New Orleans, Louisiana, October 2018
“Optimization in Practice: Case Studies from
NEW Water’s Phosphorus and TSS
Optimization Plans’” WWOA, Madison, WI,
October 2017
Tertiary Filtration and Service Water Improvements Project, NEW Water, Green Bay,
Wisconsin. Project Manager for the design of tertiary filtration using cloth media disc
filters to achieve future TSS and phosphorus limitations. The eight-filter system was
designed for an average and peak flow of 10 and 57.3 mgd, respectively. The design
also included the replacement of the service water system, which included a new service
water pumping system, hydropneumatic tank, and automatic strainers. The service water
pumping system consisted of a skid with five variable speed pumps with a total capacity
of a firm and a total capacity of 800 and 1,000 gpm, respectively. The design also
included replacing most (i.e., 3,000 feet) of the Facility's service water yard piping,
service water piping within two of the process buildings, and sealing water connections to
16 pumps fed by the service water system.
Low-Level Phosphorus Removal Project, Fox River Water Pollution Control Center
(FRWPCC), Brookfield, Wisconsin. Project Manager for the design of the low-level
phosphorus removal system for FRWPCC to achieve the future 0.075 mg/L phosphorus
effluent limit. The low-level phosphorus removal system included four cloth media disc
filters and chemical conditioning (i.e., rapid mix, coagulation, and flocculation) with a
coagulant and polymer. The system had a capacity of 31.2 mgd. The design included
provisions to use the existing deep bed filters as backup filters.
Phosphorus Compliance Project, Wastewater Treatment Facility, Howards Grove,
Wisconsin. Project Manager for the design of the low-level phosphorus removal system
for the Village of Howards Grove wastewater treatment facility. The low-level
phosphorus removal system included four cloth media disc filters and chemical
conditioning (i.e., rapid mix, coagulation, and flocculation) with a coagulant and polymer.
The system had a capacity of 2.0 mgd.
Facility Plan and Design Services, Ixonia, Wisconsin. Project Manager: Managed
preparation of the Town of Ixonia Facility Plan for a new wastewater treatment facility.
Worked closely with Town personnel, Wisconsin DNR, and the Town residents on the
creation and public approval of the Facility Plan. Following approval of the Facility Plan
managed the design project for the new wastewater treatment facility. The project
includes an activated sludge oxidation ditch process with tertiary filtration, UV
disinfection, and biosolids storage and handling, along with a new administration
building for the plant personnel.
Wastewater Treatment Plant Upgrades, Whitewater, Wisconsin. Project Manager/Lead
Process Engineer: Design of major improvements to 1.5 mgd average day flow (11 mgd
peak) wastewater treatment facility. Design based on Donohue’s Facility Planning
recommendations: remove existing RBC secondary treatment system, construct activated
sludge system incorporating enhanced biological phosphorus removal, utilize one existing
secondary settling basin for additional aeration tankage, construct new secondary
clarifiers, construct RAS pumping system, construct WAS pumping and centrifuge
thickening system, renovate the Administration Building, replace electrical systems,
accommodate future tertiary filtering to achieve low-level phosphorus compliance, and
accommodate future total nitrogen removal strategies. To help fund the project, the City
is receiving a $707,500 grant through WDNR’s Clean Water Fund Principal Forgiveness
loan program.
Phosphorus Control Improvements Project, Wastewater Treatment Plant, Janesville,
Wisconsin. Project Manager for the design of the chemical phosphorus removal system
for the City of Janesville Wastewater Treatment Plant to achieve compliance with their
future low-level phosphorus limit. The design included new RE300 and polymer feed
systems and coarse bubble mixing at two locations within the existing mixed liquor
channels. The coarse bubble mixing systems were designed to be installed without taking
the aeration basins or mixed liquor channels out of service.
WWTP Hydraulic Analysis, Appleton, Wisconsin. Project Manager: Conducted forward
flow hydraulics through all major processes at the Appleton Wastewater Treatment Plant
(AWWTP). Used Visual Hydraulics software to create a model that maps surface water
levels at designated points along the flow path. Simulated the model at multiple flows to
NATHANIEL W. CASSITY, PE, BCEE
● Engineering Excellence Since 1997 ●
PRESENTATIONS (Continued)
“Activated Sludge and BNR Process Control:
Hands-On in the Real World,” WEFTEC,
Chicago, Illinois, October 2017
“Advanced Aerobic Digestion Techniques:
Naperville, IL, CSWEA, St. Paul, Minnesota,
May 2017
“Optimization in Practice: NEW Water EBPR
& TSS,” CSWEA, St. Paul, Minnesota, May
2017
“Activated Sludge and BNR Process Control:
Hands-On in the Real World: Oxidation
Reduction Potential at East Bank WWTP,
Jefferson Parish,” WEFTEC, New Orleans,
Louisiana, September 2016
“Phosphorus Compliance Case Studies in
Illinois,” Central States WEA Conference,
Oakbrook Terrace, Illinois, 2015
“Low Level DO Operations: Impact on
Energy Nutrients and Ecology,” MWEA
Wastewater Administrators Conference,
Frankenmuth, Michigan, 2015
“Full Scale Pilot Targeting Ultra-Low
Phosphorus at Janesville WPCF,” Central
States WEA Conference, St. Paul,
Minnesota, 2014
“Phosphorus and Nitrogen Removal
Technology,” APWA Nutrient Removal
Workshop, Southwest Branch of the Chicago
Metro Chapter, New Lenox, Illinois, 2011
“Pilot Testing Chemical Phosphorus Removal
to Low Levels: How Much Chemical and How
Much Sludge?” Wisconsin Wastewater
Operators' Association Conference,
Wisconsin Dells, Wisconsin, 2010
“Achieving Low Effluent Phosphorus
Concentrations Using Ultrafiltration
Membrane Technology - Pilot Study at
Naperville Illinois,” WEFTEC 2010
Conference, New Orleans, Louisiana;
Central States WEA Conference, Madison,
Wisconsin, 2010; WATERCON 2011,
Springfield, Illinois, 2011
“Phosphorus and Nitrogen Control: Where
We Are Going and How We Will Get
There,” Central States WEA Conference,
Bloomington, Minnesota, 2008
“Computer Simulation of ENR Upgrades,”
Central States WEA, Madison, Wisconsin,
2007
predict different influent flow conditions and created a hydraulic profile for plant use.
Prepared a report detailing hydraulic bottlenecks and identified a list of areas
recommended for future capacity improvements. These recommendations were prepared
by conducting an analysis of freeboard and velocity in all tanks and channels to identify
areas at risk during high-flow events. Produced a list of points for field verification and
marked points at the plant. Compared real surface water data measurements to
modeled points and calibrated the model to accurately predict levels at analyzed flows.
Hillshire Brands, Low-Level Phosphorus Tertiary Treatment Improvements, New
London, Wisconsin. Project Manager: Hillshire Brands retained Donohue to design a new
tertiary treatment system to meet a 0.2 mg/L effluent phosphorus limit. The project
included a new tertiary treatment building for rapid mix, coagulation, flocculation, and
filtration for low-level phosphorus removal. The new building also included ferric sulfate
and polymer feed systems for phosphorus removal along with sodium hypochlorite and
sodium bisulfite feed systems for disinfection.
Tertiary Filter Renovation Design, Springbrook Water Reclamation Center, Naperville,
Illinois. Project Manager: Designed activities to retrofit two buried steel filter vessels
with new internal filtration equipment and sand media. Other design activities included
replacing all pneumatically actuated valves for eight filters, installing VFD drives for the
existing backwash pumps and air scour blowers, and constructing a pre-engineered
fiberglass reinforced plastic electrical building to house the new VFDs, PLC, and electrical
equipment.
Mill Creek Water Reclamation Facility Electrical and Process Improvements, Lake
County, Illinois. Project Manager and Lead Process Engineer: Designed aeration basin
improvements to incorporate biological nitrogen removal facilities by providing anoxic
selector zones and internal mixed liquor recycle pumping. Conducted hydraulic analysis
of basin modifications to size hydraulic control elements and maintained full gravity flow
through the facility. Designed aeration control improvements adding electrically actuated
control valves along with airflow and dissolved oxygen monitoring and control devices to
automate the aeration control system and improve process efficiency.
Vernon Hills Water Reclamation Facility Improvements, Lake County Department of
Public Works, Vernon Hills, Illinois. Lead Process Engineer: Preliminary treatment,
aeration, final clarifiers, return activated sludge pumping, and biosolids loading facilities
related to a facility expansion from 4 mgd to 6 mgd. Designed an aeration system for
two new aeration tanks and a new discharge header system for the existing multi-stage
centrifugal blowers.
Water Pollution Control Plant Upgrade and Expansion, Arlington County Water
Pollution Control Bureau, Virginia. Process Modeler: Evaluated ENR processes to
achieve a 3 mg/L TN limit and 0.3 mg/L TP limit for the plant upgrade. Assisted
evaluation through computer simulations of activated sludge process using BioWin
process simulator.
Noman Cole Water Pollution Control Plant Nutrient Reduction, Fairfax County, Lorton,
Virginia. Project Engineer: Completed study to upgrade the 67-mgd plant from BNR (TN
< 8 mg/L) to ENR (TN < 3 mg/L) levels. Modeled step feed with methanol addition and
integrated fixed film activated sludge alternatives using the BioWin process simulator.
Nitrogen Removal Evaluation for Water Pollution Control Facilities, Waterloo, Iowa.
Process Engineer: Completed a biological nitrogen removal planning study at the 27-
mgd WPCF. The study included the evaluation of multiple BNR upgrade alternatives to
achieve varying degrees of total nitrogen removal. The evaluation included computer
simulations of the activated sludge process using the BioWin process simulator.
Ultraviolet Disinfection Design-Build, Whiting, Wisconsin. Process Engineer:
Replacement of the UV disinfection system at the wastewater treatment facility. The
design-build project was completed in three months for Whiting to meet seasonal
disinfection effluent requirements.
WENDY J. RAISBECK, PE
● Engineering Excellence Since 1997 ●
PROFESSIONAL ENGINEER
Wisconsin: 41440
Missouri: 2016011699
Indiana: PE11600556
YEARS OF EXPERIENCE
20
EDUCATION
Bachelor of Science
Environmental and Civil Engineering
University of Wisconsin - Platteville
2004
AWARDS
2022 ACEC Indiana Engineering Excellence
Merit Award, Hydraulics/Production
Coordinator: Cheeney Creek WWTP
Expansion, Fishers, Indiana.
2018 ACEC Indiana Merit Award, Process
Engineer: City of Rushville Utilities - Cloth-
Media Disk Filters for CSO Treatment,
Rushville, Indiana
2014 ACEC Wisconsin Engineering
Excellence Best of State, Process Engineer:
Wastewater Treatment and Energy
Recovery Facility, Bush Brothers &
Company, Augusta, Wisconsin
2011 ACEC Minnesota Engineering
Excellence Honor Award, Process Engineer:
New Wastewater Treatment Facility at
Willmar, Minnesota
2011 ACEC Indiana Engineering Excellence
Honor Award, Process Engineer: North Pump
Building and Electrical Building at Three
Rivers Filtration Plant, Fort Wayne, Indiana
PRESENTATIONS
“Real World Hydraulics – What You Can
Tell About your Plants by Watching the
Water Flow,” WWOA Annual Conference,
October 2023
“An Efficient Aeration Strategy Sits on a
Three-Legged Stool; A Case Study of
Brookfield, WI”, Wisconsin Wastewater
Operators Association Annual Meeting,
October 2016
“Physical Hydraulic Modeling to Optimize
Pump Station Design at Fort Wayne, IN”,
101st Indiana Section of AWWA Annual
Meeting, February 2009
“Membrane Bioreactor: Innovative Problem
Solving, Hutchinson, MN Case Study”,
Wisconsin Wastewater Operators
Association Annual Meeting,
October 2008; 71st Annual Indiana Water
Environment Association Conference,
November 2007
“Membrane Bioreactor: Innovative Problem
Solving, Hutchinson, MN Case Study,”
Wisconsin Wastewater Operators
Association Southeast Regional Meeting,
May 2007
Wastewater Treatment Facility Improvements Project, Wausau, Wisconsin. Lead
Process Engineer for the liquids train Design to upgrade aging facilities and to add low-
level phosphorus removal facilities at a 36 mgd preliminary/primary treatment peak
capacity, and a 22 mgd secondary treatment peak capacity facility. Liquid train
improvements included upgrading the following facilities: influent screening and handling,
RWW pumping, grit removal and handling, primary clarification, activated sludge basins
and blowers, three secondary clarifiers, plant reuse water chlorination and pumping, UV
disinfection, phosphorus removal chemical storage and feed, and associated pumping
systems. Liquid train improvements also included the construction of the following new
facilities: anoxic selectors, one secondary clarifier, secondary effluent p umping, tertiary
disc filtration, and magnesium hydroxide storage and feed. The design included a
comprehensive plant hydraulic model, the development of extensive construction
sequences and constraints for the contractor to follow to allow for adequate wastewater
treatment throughout construction, and extensive bypass pumping requirements.
Disinfection System Upgrade, Brookfield, Wisconsin. Project Manager and Lead
Process Engineer: Preliminary engineering, design, and construction services for
upgrading the existing gaseous chlorine/sulfur dioxide feed, storage, and mixing systems
to chemical disinfection/dechlorination feed, storage, and mixing systems for filtered
secondary effluent up to 31.2 mgd and for combined filtered secondary
effluent/primary effluent up to 50.1 mgd. The project included a comprehensive analysis
between UV disinfection and chemical disinfection systems, where the chemical
disinfection was selected for implementation. In addition, sample pumps, chlorine
analyzers, lighting, and HVAC systems were upgraded.
LTCP Update, PER and CSO Storage/Pumping Basin Design, Phase 2 - WWTP
Improvements, Rushville, Indiana. Lead Process Engineer: Design of wastewater
treatment plant improvements and a wet weather treatment facility. The design included
new fine screening, screenings washing-compacting, grit removal, grit classification,
submersible wet weather pump station, new higher efficiency aeration blowers and an
aeration basin DO control system. The Headworks Facility provides screening for all
incoming flows up to 12 mgd and after screening flows up to 4 mgd will continue to flow
to the remainder of the WWTP with up to 8 mgd of wet weather flow being diverted to
the wet weather pump station. The wet weather pump station is a submersible pump
station that will pump flow to the WWTP discharge pipe or future wet weather facilities.
Wastewater Facility Improvements, Faribault, Minnesota. Lead Process Engineer for
the rehabilitation of the entire wastewater facility. Design average flow of 4.11 mgd
and a peak flow of 12.04 mgd. Performed custom, excel-based plant hydraulics and
pump hydraulics. Treatment upgrades include the following: new headworks structure
(raw wastewater pumping, screening, and grit removal), upgrade primary clarifiers and
sludge pumping, upgrade roughing filters, upgrade activated sludge, new aeration
blowers, upgrade secondary clarifiers and return pumping, new UV disinfection, new
solids thickening, upgrade anaerobic digesters, and other facility upgrades . This project
was partly funded by ARRA funds therefore, bidding documents were set up to ensure
the use of American-made products where necessary.
Wastewater Treatment Plant and Lift Station No. 1 Improvements, Town of Beloit,
Wisconsin. Project Manager and Lead Process Engineer: Design for upgrading the 2.5
mgd (peak flow) wastewater treatment plant and an off-site lift station. Treatment plant
upgrades include new grit removal facilities, new phosphorus removal chemical storage
and feed facility, a new building over the preliminary treatment facility, replacement of
aeration blowers and diffuser systems for two compact plants, replacement of internal
components of one compact plant, replacement of sludge transfer pumps, new UV
disinfection equipment, and replacement of the aging electrical distribution system and
standby generator. The off-site lift station included the addition of a permanent standby
generator. Led efforts to prepare the Clean Water Fund loan application. This project
received a Focus on Energy grant.
Wastewater Treatment Plant Improvements, Fountain City, Wisconsin. Project
Manager and Lead Process Engineer: Design for upgrading the 0.67 mgd wastewater
WENDY J. RAISBECK, PE
● Engineering Excellence Since 1997 ●
treatment plant and an off-site lift station. Treatment plant upgrades include the
replacement of lift station pumps, comminutor, primary clarifiers, primary effluent pumps,
RBC units, secondary clarifiers, disinfection systems, digester gas safety equipment,
sludge pumping, and electrical systems. A new secondary clarifier splitter structure,
secondary clarifier, and other building upgrades were implemented. Led efforts to apply
for, implement, and coordinate funding-related requirements from USDA Rural
Development.
Water Pollution Control Plant Digester Feed & Withdrawal Improvements, Fort Wayne,
Indiana. Project Manager and Lead Process Engineer: Design of upgrades to add a
redundant thickened activated (TAS) sludge force main, a redundant digested sludge
(DS) force main, and the addition of a gate and piping to get secondary effluent (W3)
into the existing Digested Sludge Pump Station for future high-volume pipe flushing. The
buried TAS, DS, and W3 piping was horizontally directionally drilled and a shared
jetting vault was provided for the TAS and DS piping. New rupture valves were
provided on the TAS and DS to protect against over-pressurization and new flow
metering was provided on the DS force main. The goal of the project was to increase the
reliability of the solids handling systems by adding redundancy to aging force mains
susceptible to failures.
Cheeney Creek WWTP Expansion Improvements, Fishers, Indiana. Lead Process
Engineer: Design of facilities to increase capacity from 8 to 10 mgd average flow and
16 to 20 mgd peak flow. In order to provide the additional treatment and hydraulic
capacity the design includes the following: modification to the Grit Tank; construction of a
new Primary Clarifier Splitter Box; construction of a new Primary Clarifier and
associated primary sludge pumping, primary scum pumping; modify existing primary
sludge pumping facilities; construct new completely-mixed, unaerated selector zones
within each Aeration Tank for biological phosphorus removal and to enhance sludge
settling; replace aeration tank flow splitting gates; modify RAS piping to increase RAS
capacity; modify the flow splitting to the final clarifiers; and modifications to increase the
hydraulic capacity of the final clarifiers.
Wastewater Treatment Plant Secondary Treatment & Power Distribution
Improvements, Superior, Wisconsin. Project Manager: Design upgrades to the
activated sludge and power distribution systems to a 15-mgd peak capacity plant.
Activated sludge improvements include the replacement of two aeration blowers,
modifications to the existing fine bubble diffuser grids, the addition of new air piping
and an automated DO control system, modifications to the wet weather step feed piping,
and the addition of new baffle walls and mixers within the existing aeration basin to
create a serpentine path and swing zones. Power distribution improvements include the
replacement of the main switchgear, four substations, and the addition of a secondary
utility power feed.
Consolidated Wastewater Treatment, Monmouth, Illinois. Process Engineer: Design
services for the liquid treatment processes of a 4.62-mgd plant. Raw wastewater is
pumped from the existing site to a new site that has limited existing facilities. Performed
custom, excel based whole-plant hydraulics and pump hydraulics. New liquid processes
include a selector, oxidation ditch, secondary clarifiers, cascade aeration, alum feed,
and RAS/WAS pumping.
Wastewater Treatment Plant Improvements, Hutchinson, Minnesota. Process Engineer:
Design and construction related services of a membrane bioreactor (MBR) and chemical
feed systems. The design included custom, excel-based plant hydraulics, and pump
hydraulics. The system included the design of aeration basins, aeration blower systems,
membrane solids-separation systems, sodium aluminate feed system, and foam removal
system/sludge wasting system. Phase one of this project is designed for 0.61-mgd
average flow (1.35-mgd peak flow). For the next phase, only membranes will have to
be purchased since pumps and blowers are designed for future flows and will treat
1.22-mgd average flow (2.69-mgd peak flow). The project also included upgrades to
the existing thickener press.
PETER M. LARSON, PE
● Engineering Excellence Since 1997 ●
PROFESSIONAL ENGINEER
Wisconsin: 100679
Illinois: 062.076256
Minnesota: 63090
YEARS OF EXPERIENCE
7
EDUCATION
Bachelor of Science
Mechanical Engineering
Rochester Institute of Technology
2017
AWARDS
2023 ACEC Wisconsin Engineering
Excellence Best of State Award, Mechanical
Engineer: Liquid to Dried Biosolids
Conversion, Stevens Point, Wisconsin.
2023 ACEC Minnesota Engineering
Excellence Honor Award, Mechanical
Engineer: WLSSD Oxygen Supply
Improvements Project (OSIP), Duluth,
Minnesota.
2022 ACEC Indiana Engineering Excellence
Merit Award, Peter Larson: Cheeney Creek
WWTP Expansion, Fishers, Indiana.
2022 ACEC Illinois Engineering Excellence
Special Achievement Award, Mechanical
Engineer: Eastside WWTP Phosphorus
Removal Project, Joliet, Illinois.
WWTP Improvements, Appleton, Wisconsin. Process Engineer: Improvements to digester
gas compressors and aeration blowers at the plant. Designed closed jacket water cooling
loop for digester gas compressors by using radiator and pumps in Primary Digester
Building. Modified ventilation in the Blower Building to accommodate new blower
installation. Re-designed louver sizing and cooling system for indoor lube oil radiators to
allow for full heat rejection to the outdoors, partial rejection, or full heat rejection back
into space based on the space thermostat.
Wastewater Treatment Facilities Improvements, Wausau, Wisconsin. Process Engineer:
Plant-wide upgrades to the aging facility. Designed preliminary layout for gas handling
equipment sized for anticipated gas production, including sediment traps and condensate
accumulator. Designed layouts for digester gas boilers, new digester gas flare, and
sludge transfer pumps. Designed to add sludge heating to secondary digesters using hot
water to sludge heat exchangers and pumps to give them the ability to serve as primary
digesters. Designed digester gas compressors for use in new boilers and existing
microturbines.
Eastside WWTP Phosphorus Removal, Joliet, Illinois. Mechanical Engineer: Major
improvements project at Eastside Wastewater Treatment Plant. Existing solids handling
building updated for use of new equipment. Designed heating and ventilation for both
process and electrical rooms. Designed water distribution throughout the building.
Designed ventilation system and biofiltration odor control system for solids handling
space.
Springbrook Water Reclamation Center Improvements Design - Various, Naperville,
Illinois. Mechanical/HVAC Engineer: Design of improvements for a multi-phase
improvement program to bring the existing facility up to date and prepare for future
flows/loads and nutrient removal requirements. The facility is rated for 26.25 mgd
design average flow. Project (with status) include:
South Plant Grit and RAS Improvements – in design, bidding mid-2024.
Tasked to design plumbing and HVAC components for a new RAS pumping/grit
processing building. Responsible for calculating ventilation rates, heat loads, and cooling
loads in order to select, draft, and specify HVAC equipment. Responsible for calculating
water and sanitary flow demands to size the building’s plumbing systems.
South Plant Improvements – in design, bidding early-2025.
Tasked to design plumbing and HVAC components for the South Plant expansion.
Anticipated responsibilities include calculating heat loads to select, draft, and specify
HVAC equipment to serve a compressor room.
Lift Station 66 Rehabilitation Design & Fuel Tank Monitoring Improvements Project,
MCES, St. Paul, Minnesota. Mechanical Engineer: Project to update aging lift stations in
the greater Twin Cities area. Designed heating, ventilation, and air-conditioning to meet
fire codes, improve the working environment, and protect electrical equipment. Designed
for installation of activated carbon tower for site odor control. Coordinated installation
of natural gas service with local utility for energy savings to heat the lift station.
Designed natural gas piping layout.
Project to remediate underground storage tanks at four lift stations and replace them
with above-ground storage tanks. Designed layout for fuel tanks, piping, and day tanks
in accordance with local and national regulations.
Cheeney Creek WWTP Expansion Improvements, Fishers, Indiana. Mechanical
Engineer: Project to expand the wastewater handling capacity at Cheeney Creek
Wastewater Treatment Plant. Responsible for the design of heating and ventilation by
natural gas-fired make-up air unit in expanded pipe galleries. Designed natural gas
service to support additional loads of onsite gas service.
WPC HVAC Improvements Project, Cedar Rapids, Iowa. Mechanical Engineer:
Updating and rehabilitating HVAC systems in various structures. Provided ventilation for
PETER M. LARSON, PE
● Engineering Excellence Since 1997 ●
safe working environments and air-conditioning to cool electrical rooms. Designed for
corrosion-resistant HVAC systems in very corrosive environments.
WWTP Digestion, Dewatering, and Drying Improvements, Stevens Point, Wisconsin.
Mechanical Engineer: Plant improvements and upgrades to various structures. Designed
plumbing in expanded Sludge Digestion and Storage Building in accordance with local
plumbing codes. Plumbing design included drains, trap primers, and sump pumps.
Designed water distribution for potable and non-potable water users. Designed drains,
emergency eye wash, water distribution, and instantaneous gas water heater for
Dewatering and Drying Building.
Oakland WWTP Solids Handling, Phase I, Topeka, Kansas. Mechanical Engineer:
Subconsultant to design firm for various structures at Oakland Wastewater Treatment
Plant. Designed plumbing and HVAC for the new Waste Pump Building. Designed drains,
water supply, utility sink, and water heater in the building. Sized electric unit heaters and
ventilation for the pump room. Sized air-conditioning for the electrical room.
Oxygen Supply Improvements Project, Western Lake Superior Sanitary District,
Duluth, Minnesota. Mechanical Engineer: The project involved the addition of a new
oxygen supply facility. Designed plumbing system for the new building. The design
included drains, a sump pump, a water heater, and a sink in the Oxygen Separation
Building. Designed heating for a new building with the utilization of an existing plant
heating water loop. Incorporated necessary heat exchangers, pumps, piping, unit
heaters, and air handling unit to heat space.
New Water Treatment Facility, Wausau, Wisconsin. Mechanical Engineer: Project to
design water treatment facility on green site. Designed plumbing and HVAC systems for
the process treatment building by plumbing and mechanical codes. Plumbing
responsibilities included the design of the sanitary drainage system and potable water
distribution system. HVAC responsibilities included the design of various systems including
electrical room temperature control, process space ventilation and humidity control, and a
building hot water heating system.
South Wellfield, Plant and System Improvements, South Bend, Indiana. Mechanical
Engineer: Various improvements to the water treatment facility. Designed updated
ventilation for the Chlorine Room in the Water Treatment Plant to ensure the space meets
regulatory codes. Designed ventilation for water well structures to maintain acceptable
equipment operating temperatures.
CHRISTINE D. WOOD, PE
● Engineering Excellence Since 1997 ●
PROFESSIONAL ENGINEER
Wisconsin: 101139
YEARS OF EXPERIENCE
5
EDUCATION
Master of Science
Environmental Engineering
Michigan Technological University
2020
Bachelor of Science
Environmental Engineering
Michigan Technological University
2018
Bachelor of Arts
Environmental Science
Olivet College
2018
PROFESSIONAL ASSOCIATIONS
Central States Water Environment
Association (CSWEA)
Michigan Water Environment Association
(MWEA)
Wisconsin Wastewater Operators
Association (WWOA)
PRESENTATIONS
“Tertiary Phosphorus Treatment and New
Outfall Case Study (Tyson Foods – New
London, WI),” WWOA Lake Michigan
Regional Meeting, December 2023
“Tyson Foods – Tertiary Phosphorus
Treatment and New Outfall Case Study,”
WWOA Annual Conference, October 2023
“The Microplastic Monster,” DuPage River
Indiana WEA, August 2023
“The Microplastic Monster,” DuPage River
Salt Creek Workgroup, June 2022
“The Microplastic Monster,” Michigan WEA,
June 2022
Low-Level Phosphorus Removal Project, Fox River Water Pollution Control Center
(FRWPCC), Brookfield, Wisconsin. Process Engineer: Assisted with drawing and
specification development for the low-level phosphorus removal system for FRWPCC to
achieve the future 0.075 mg/L phosphorus effluent limit. The low-level phosphorus
removal system included four cloth media disc filters and chemical conditioning (i.e., rapid
mix, coagulation, and flocculation) with a coagulant and polymer. The system had a
capacity of 31.2 mgd.
Phosphorus Compliance Project, Wastewater Treatment Facility, Howards Grove,
Wisconsin. Process Engineer: Assisted in drawing and specification development for a
low-level phosphorus removal system which included four cloth media disc filters and
chemical conditioning (i.e., rapid mix, coagulation, and flocculation) with a coagulant and
polymer. The system had a capacity of 2.0 mgd.
Effluent Filtration Design Project, Heart of the Valley Metropolitan Sewerage District,
Kaukauna, Wisconsin. Process Engineer: Provided preliminary study and design
engineering for the design of the tertiary cloth media disc filter system and associated
chemical conditioning system (i.e., rapid mix, coagulation, and flocculation) with a
coagulant and polymer. The system will have a capacity of 26 mgd.
Kankakee WTP UV Disinfection Facility Design, Illinois American Water Company,
Kankakee, Illinois. Process Engineer: Assisted in hydraulic calculations, drawing
development, and specifications for the design of Kankakee Water Treatment Plant UV
disinfection building. The system has a capacity of 24 mgd.
2050 Facilities Plan, Milwaukee Metropolitan Sewerage District, Wisconsin. Project
Engineer: Assisted in risk-based evaluation of all 11,000+ active assets in use at the
Milwaukee Metropolitan Sewerage District. This included developing Excel-based
methods of estimating missing replacement costs and in-service dates for approximately
half of all assets, and providing input on data organization.
Hillshire Brands, Low-Level Phosphorus Tertiary Treatment Improvements, New
London, Wisconsin. Process Engineer: Assisted with hydraulic calculations, drawings, and
specification development for new tertiary treatment building for rapid mix, coagulation,
flocculation, and filtration for low-level phosphorus removal. The new building also
included ferric sulfate and polymer feed systems for phosphorus removal along with
sodium hypochlorite and sodium bisulfite feed systems for disinfection. This project also
included a new effluent outfall to the Wolf River.
Chemical Compatibility Assessment, NEW Water, Green Bay, Wisconsin. Process
Engineer: Reviewed chemical and chemical feed system to identify material compatibility
concerns for a new dosing chemical to wastewater collection system force main. Provided
evaluation and recommendations regarding chemical compatibility.
Conveyance O&M Manual, Milwaukee Metropolitan Sewerage District, Wisconsin.
System Operations and Maintenance Engineer: Review existing documentation of
conveyance systems for the Milwaukee Metropolitan Sewerage District and develop
working Operations and Maintenance manuals with input from senior Donohue and
District staff. Manuals included documentation of relevant equipment, a systems overview
including a process diagram, and a control narrative for bypass stations, diversion
chambers, drop shaft/junction chambers, and pump stations.
Sanitary Sewer Modeling and Capacity Analysis, Lake County, Illinois. Process
Engineer: Evaluation of the wastewater treatment facility’s hydraulic and process
capacities and compare results to existing and future conditions developed in other tasks
of this project. A Visual Hydraulics model was utilized to assess the existing plant's
hydraulic capacity. Recommendations were given for improvements to increase the plant
capacity to match projected increases in flows and loadings.
Dewatering Improvement Project, Lake County, Illinois. Process Engineer: Process
Engineer: Provided design services for dewatering system improvements. The preliminary
CHRISTINE WOOD, PE
● Engineering Excellence Since 1997 ●
design phase included the evaluation of available technologies for dewatering, polymer
feed systems, and thickened sludge pumps. The detailed design phase included drawing
and specification development for a new polymer feed system and expanded chemical
storage.
Facility Master Plan Risk Assessment, Lake County, Illinois. Process Engineer:
Process Engineer: Assisted with Des Plaines River Water Reclamation Facility asset
inventory and assessment and risk management. The assessments were conducted to
identify and evaluate WRF asset risks as well as coordinate with the WRF capacity
assessment and capital planning process. The results of the asset inspections and risk
assessments were incorporated into a comprehensive repair/replacement and capital
improvement plan.
Full-Scale Cold Weather Treatment System Stress Testing, Heart of the Valley
Metropolitan Sewerage District, Kaukauna, Wisconsin. Process engineer: Provided
data summary and analysis for treatment system full-scale stress test to determine the
facility’s cold weather treatment capacity. Assisted in the development of the Wisconsin
Department of Natural Resources (WDNR) re-rate request.
2021 Central Wastewater Treatment Facility Improvements, Danville, Illinois. Process
Engineer: Drawing and specification development for Division A focused on building
improvements to bring three separate buildings at the Central Plant into compliance with
NFPA 820. The project also included process improvements which were: designing a new
sludge grinder, new primary sludge pumps, designing new sludge recirculation/transfer
pumps, designing replacements to all valves and actuators within the Digester Complex,
and piping modifications to simplify the sludge piping within the Digester Complex.
Wastewater Aeration Improvements, Danville, Illinois. Process Engineer: Preliminary
engineering and design of aeration system upgrades. The project included a new turbo
blower design and proposal, compressed air channel mixing alternative investigation,
RAS pumping modifications, and hydraulic analysis for aeration basin modifications. The
design of aeration basins included air diffuser configuration changes with aeration
control improvements with electrically actuated control valves along with airflow and
dissolved oxygen monitoring and control devices to automate the aeration control system
and improve process efficiency.
Ripley Booster Station Electrical and Pumping Improvements, Iowa American Water
Company, Davenport, Iowa. Process Engineer: Prepared drawings and specifications
for the replacement of horizontal split-case centrifugal booster pumps and check valves.
Pump replacement also included new pump motors and the addition of VFDs.
Pump Station Screen Equipment Evaluation, Illinois Department of Transportation,
Illinois. Process Engineer: Review of pump station trash rake and bar screen equipment
proposal to replace damaged equipment. Provided summary of the process and
structural review and recommendations.
WWTP Improvements Design Phase II, Fort Atkinson, Wisconsin. Process Engineer:
Design of a 10 mgd rated headworks rehabilitation including conversion including
reconfiguration of the existing wet well to accommodate new screens, influent pumping
replacement and expansion, and primary clarifier rehabilitation.
Water Reclamation Facility On-Call Engineering Services, Milwaukee Metropolitan
Sewerage District, Milwaukee, Wisconsin. Process Engineer: On-call preliminary
engineering and design engineering services for smaller-scale or emergency capital
repairs or improvements for the District’s two large water reclamation facilities for a
number of task orders in contracts TS-2667 and TS-2684.
TS-2684
▪ Task Order No. 12: South Shore WRF Ferrous/Ferric Mixing Evaluation
MICHAEL B. STOHL, PE
● Engineering Excellence Since 1997 ●
PROFESSIONAL REGISTRATION
Wisconsin: 43845
Illinois: 62063326
Indiana: PE11200403
Iowa: P23026
Missouri: 2014041302
Michigan: 6201065806
Minnesota: 55048
California: 22677
CERTIFICATIONS
2-Hour OSHA, 2017
Confined Space Entry
YEARS OF EXPERIENCE
18
EDUCATION
Bachelor of Science
Electrical Engineering
Illinois Institute of Technology
2006
PROFESSIONAL ASSOCIATIONS
Consulting Electrical Engineers (CEE) – IL Div.
Illinois Water Environment Association
Electrical, Power, Energy and Controls
Committee
AWARDS
2023 ACEC Minnesota Engineering
Excellence Honor Award, Senior Electrical
Engineer: WLSSD Oxygen Supply
Improvements Project (OSIP), Duluth,
Minnesota.
2022 General Contractor/Construction
Manager/Prime Contractor Utility
Infrastructure Construction Award-Finalist
with Goodwin Brothers Construction
Company, Project Manager and Lead
Electrical Design Engineer: Bissell Point
WWTF Main Substation Switchgear and
MCC Replacement, St. Louis, Missouri.
2022 ACEC Wisconsin Engineering
Excellence Best of State Award, Project
Manager: WWTP New Biogas Boiler,
Appleton, Wisconsin.
2020 ACEC Illinois Engineering Excellence
Special Achievement Award, Lead Electrical
Engineer: Preparing for the Future:
Upgrades at Aux Sable, Joliet, Illinois
2020 ACEC Illinois Engineering Excellence
Judges Choice Award, Lead Electrical
Engineer: Preparing for the Future:
Upgrades at Aux Sable, Joliet, Illinois
2019 ACEC Missouri Engineering Excellence
Honor Award, Project Manager/Design
Lead: Lemay Pump Station Electrical System
Transformation, Metropolitan St. Louis
Sewer District, St. Louis, Missouri
2018 ACEC Illinois Engineering Excellence
Merit Award, Project Manager/Lead
Designer: Electrical Modernization of 20-
mgd Water Facility, Illinois American Water
Company, Peoria, Illinois
Wastewater Treatment Plant Secondary Treatment & Power Distribution
Improvements, Superior, Wisconsin. Electrical Engineer: Design upgrades to the
activated sludge and power distribution systems to a 15-mgd peak capacity plant.
Activated sludge improvements include the replacement of two aeration blowers,
modifications to the existing fine bubble diffuser grids, the addition of new air piping
and an automated DO control system, modifications to the wet weather step feed piping,
and the addition of new baffle walls and mixers within the existing aeration basin to
create a serpentine path and swing zones. Power distribution improvements include
replacement of the main switchgear, four medium voltage substations, and the addition
of a secondary utility power feed.
UV Disinfection Facility, Sheboygan, Wisconsin. Lead Electrical Engineer: This project
involved design work of a new Ultraviolet Disinfection Facility. The Facility houses dual
36-inch pipes each feeding a separate 34-mgd reactor. Electrical design included the
modification of an existing metal enclosed S&C 12.47kV switchgear, new 12.47kV –
480V padmount transformer, natural gas engine-generator, uninterruptable power
supply with battery back-up and bypass and LED lighting. Special project challenges
included tying into existing switchgear and keeping the plant operational during
construction while testing existing medium voltage switchgear and transformers.
Generator and Controls Upgrade, Brookfield, Wisconsin. Project Manager and
Electrical Engineer: Donohue was responsible for the design of a 24.9 kV switchgear
replacement. The new switchgear was designed with an integral automatic throw-over
system to transition to emergency generator power in the event of a loss of a disrupted
utility source. Close coordination was required with the electric utility to ensure the
emergency source could not parallel with the dual utility sources. One 1,750 kW diesel
generator was designed and installed within an existing, unused building to replace two
smaller outdated generators. The design also included bus modifications to 480V
synchronization switchgear, the addition of 24.9 kV – 480V step-down padmount
transformers, and electrical distribution system upgrades to provide additional long -term
reliability. Special project challenges included maintaining plant treatment throughout
construction while the 24.9 kV switchgear was replaced in kind.
Mississippi River Wastewater Treatment Plant, St. Charles, Missouri. Electrical
Engineer: Project included sludge handling improvements, new UV disinfection facilities,
grit chamber modifications, additional clarifier, mechanically cleaned fine screens, and
site piping. The electrical design included a new 12.47kV main switchgear to back-feed
the existing gear and a 12.47kV loop around the site to feed 12.47kV to 480V step-
down transformers. Design also included tying into the existing 480V distribution sys tem,
providing power to additional loads via a new 480V motor control, seventeen variable
frequency drives ranging in size from 15 hp to 200 hp, harmonic filters, and lighting. A
500kW emergency generator was also installed to provide backup power to the new
ultraviolet disinfection building. Design also included power distribution and explosion-
proof devices for Class 1, Division 1 and 2, Group D hazardous locations as required by
NFPA 72 and 820 for the presence of methane and sewer gas.
Preliminary Treatment Electrical Upgrades at JIWRF, Metropolitan Milwaukee
Sewerage District, Milwaukee, Wisconsin. Project Manager: The primary objective of
this project is to replace equipment within the Preliminary Treatment Facility to achieve
compliance with the latest version of NFPA 820. Elements included nine 350 hp screw
pump motors, multiple bridge cranes, gate actuators, water system motors, and creating
new electrical rooms and airlocks. Additional improvements included motor control center
replacement and lighting upgrades.
Wastewater Collection System Upgrade, Willmar, Minnesota. Electrical Engineer:
Donohue served as program manager for the design of a 5 mgd, $70M wastewater
system improvement. These improvements consisted of a new 5-mgd average day flow
treatment facility, 6 miles of 48- and 54-inch gravity interceptor, two raw wastewater
pump stations, and several miles of raw wastewater force main. The electrical design
consisted of a 12.47kV electric service, 12.47kV main switchgear, two 1,500kW diesel
standby generators, two 12.47kV distribution loops around the facility, two 12.47kV to
MICHAEL B. STOHL, PE
● Engineering Excellence Since 1997 ●
AWARDS (Continued)
2018 ACEC Indiana Engineering Excellence
Merit Award, Electrical Engineer: Cloth-
Media for CSO Treatment, Rushville, Indiana
2014 ACEC Illinois Engineering Excellence
Grand Conceptor Award, Lead Electrical
Engineer: IDOT Pump Station 7 associated
with Wacker Drive and Congress Parkway
Reconstruction at Chicago, Illinois
2013 ACEC Indiana Engineering Excellence
Honor Award, Construction Engineer -
Electrical: Overflow Reduction through CSO
Abatement Projects at Goshen, Indiana
2013 ACEC Indiana Engineering Excellence
Merit Award, Lead Electrical Engineer:
Long-Term Control Plan and Plant No. 1
Improvements Project at Auburn, Indiana
2011 ACEC Minnesota Engineering
Excellence Honor Award, Electrical Engineer:
New Wastewater Treatment Facility at
Willmar, Minnesota
2011 ACEC Missouri Engineering Excellence
Grand Award, Electrical Engineer: Aeration-
Detention System at O’Fallon, Missouri
2010 ACEC Wisconsin Engineering
Excellence State Finalist, Electrical Engineer:
Wastewater Plant Expansion &
Optimization at Two Rivers, Wisconsin
PRESENTATIONS
“Overcoming Supply Chain Delays and
Collaborating with Regulators: Lincoln’s New
Water Plant,” Illinois AWWA WATER CON,
March 2023
“The Quest for Reliable Water (Lincoln, Il.),”
AWWA WI Conference, September 2020
“New Bio Gas Boiler,” Wisconsin Association
of Energy Engineers, January 2020
“Lincoln Source Water – The Odyssey,”
Illinois AWWA Source Water Summit, May
2019
“Addressing Single Point Failures in
Electrical Systems,” Wisconsin AWWA
Annual Meeting, September 2018
“Conquering Floods, Maintaining Historic
Sites, and Re-Purposing a 45-Year-Old
Asset: The Story of Peoria Main Station’s
Electrical Improvements, “Illinois
WATERCON Conference, March 2018
“Stormwater Pump Station 101: Keeping the
Pavement Dry” Association of Highway
Engineers Annual Conference, September
2017
“Electrical Upgrades at a 21 MGD Water
Plant” Stewart Spreading Field Day,
September 2017
“Identifying Weak Points in Electrical
Systems,” Missouri WEA and Missouri
AWWA Joint Meeting, March 2017
Electrical Distribution System Vulnerabilities”
Illinois AWWA WATERCON, March 2015
480V step-down padmount transformers at each building each capable of powering the
entire building, main-tie-main configured motor control centers at each building, over
thirty variable frequency drives ranging in size from 1.5 hp to 200 hp including harmonic
filtering and output dV/dt filters, 480V power panels, 120/208V lighting panels,
building lighting, and site lighting.
Jones Island and South Shore WRF Variable Frequency Drive Phase IV Replacement
Project (J06057D01), Milwaukee Metropolitan Sewage District, Wisconsin. Electrical
Engineer for South Shore WRF: Donohue designed the replacement of 23 Variable
Frequency Drives at the two plants. South Shore work included documenting motor control
centers in the Aeration Buildings, harmonics testing during design to determine a solution
that meets IEEE 519, adding surge protection devices to four MCCs, and doing final
layouts and sizing of eight new 200-hp VFDs which include integral reduced voltage
solid state bypass, harmonic filtering, output dV/dt filtering.
East Side Wastewater Treatment Plant, Joliet, Illinois. Lead Electrical Engineer: Project
included a new 50-mgd influent pump station with screening equipment to replace
existing aged equipment. The electrical design included modifications for the existing
4.16kV switchgear, 4.16kV feeder across the site, 4.16kV-480V padmount transformer
and motor control center with dual, draw-out interlocked main circuit breakers for
connection to a portable generator connection cabinet, two 250-hp variable frequency
drives and harmonic filters and two 135 hp VFDS and HFs for the dry pit submersible
pumps with one of the larger drives was provided with a 3-contactor bypass utilizing a
reduced voltage solid state starters. Design also included providing power to additional
loads via a new 480V motor control, two 5-hp VFDs, panelboards, grounding, lightning
protection and lighting. Design also included power distribution and explosion-proof
devices for Class 1, Division 1 and 2, Group D hazardous locations as required by NFPA
72 and 820 for presence of methane and sewer gas.
WPCP Plant No. 1 Improvements, Auburn, Indiana. Lead Electrical Engineer: Provided
design, including preparation of plans and specifications, of a new electrical distribution
system for plant improvements that included a new grit removal facility and new blower
building. The electrical design consisted of a new larger electric service consisting of a
2,500kV transformer, a new 4,000-amp main switchgear, a new 1,600kW emergency
diesel generator, and re-feeding existing motor control centers and power panels in
existing buildings. Special project challenges include keeping the plant in operation while
switching over to a new electrical system, designing an outdoor emergency generator
with a sub-base fuel tank to fit on an existing above-grade concrete slab, and routing
conduits and providing capacity on the main switchgear/generator to handle additional
loads that will be added as part of a future Long Term Control Plan.
South Slope Wastewater Treatment Plant Switchgear Replacement, Moline, Illinois.
Electrical Engineer: The existing main switchgear at the City’s South Slope WWTP was
currently at capacity for providing electrical power to the wastewater treatment plant
unit processes. The existing main switchgear has also deteriorated as a result of being
located in a harsh atmospheric environment. The electrical design included new
secondary conductors from the utility transformers, replacement of the plant main
switchgear and re-feeding the entire plant.
Wastewater Treatment Facility, Two Rivers, Wisconsin. Electrical Engineer: Project
included general construction on the Wastewater Treatment Plant improvements. Project
involved the design and preparation of plans and specifications for upgrading an
existing anaerobic digestion process. The project included converting a secondary
digester to a primary digester by adding a mixing system, replacing the steel gas holder
with a dual membrane gas holder, installing new mixing/heating equipment, and
rehabilitating the primary digester by replacing the mixing and heating systems. The
electrical design included a new main switchboard, a new 800-amp feeder across the
site, tying into the existing 480V distribution system, replacing old lighting, and providing
a new 480V motor control center with variable frequency drives and harmonic filters to
power new equipment in the existing buildings.
SHAWN D. REIMES, PE, SE
● Engineering Excellence Since 1997 ●
PROFESSIONAL ENGINEER
Wisconsin: 42797
Iowa: 24228
STRUCTURAL ENGINEER
Illinois: 081.008390
CERTIFICATIONS
2-Hour OSHA, 2017
Confined Space Entry
YEARS OF EXPERIENCE
17
EDUCATION
Bachelor of Science
Civil Engineering
University of Wisconsin - Platteville 2007
PROFESSIONAL ASSOCIATIONS
American Society of Civil Engineers
American Institute of Steel Construction
AWARDS
2023 ACEC Wisconsin Engineering
Excellence Best of State Award, Structural
Engineer: Liquid to Dried Biosolids
Conversion, Stevens Point, Wisconsin.
2021 ACEC Minnesota Engineering
Excellence Grand Award and Grand
Conceptor Award, Structural Engineer: St.
Cloud Nutrient Recovery and Reuse (NR2),
St. Cloud, Minnesota.
2019 ACEC Missouri Engineering Excellence
Honor Award, Structural Engineer: Lemay
Pump Station Electrical System
Transformation, Metropolitan St. Louis
Sewer District, St. Louis, Missouri
Snell Road Sanitary Pump Station, Oshkosh, Wisconsin. Lead Structural Engineer:
Design of a new pump station consisting of a 30-foot-deep concrete wet well and
above-grade masonry building with a precast roof.
Easton Avenue Water Pollution Control Facility, UV Disinfection Facilities, Waterloo,
Iowa. Lead Structural Engineer: Design of a new UV disinfection facility, a multi-level
facility consisting of below-grade cast-in-place walls and foundation with concrete
masonry unit upper-level walls and a precast roof.
Aeration Basin Structural Evaluation, JIWRF, Milwaukee Metropolitan Sewerage
District, Wisconsin. Lead Structural Engineer: Inspection and assessment of eight aeration
basins at the Jones Island facility. The project included inspection of each basin followed
by developing drawings and specifications outlining the required repairs. Repairs
included sealing cracks and expansion joints, patching areas of concrete deterioration,
and other miscellaneous repairs. A cost estimate was included for the project.
Clarifier Walkway Repair, SSWRF, Milwaukee Metropolitan Sewerage District,
Wisconsin. Lead Structural Engineer: Repair of damaged concrete walkways around the
clarifiers at the south shore facility. The project included an onsite assessment, followed
by the development of drawings and specifications for the replacement of a
deteriorated section of the walkway slab. Dewatering of the channel below the walkway
was also included to allow for access to the slab.
Screw Trough Structural Evaluation, JIWRF, Milwaukee Metropolitan Sewerage
District, Wisconsin. Lead Structural Engineer: Evaluation of the High-Level Screw Press
No. 1 at the Jones Island facility. The project included an onsite evaluation followed by
the development of a technical memorandum outlining the condition of the trough and the
recommended repairs needed to maintain the long-term operation of the press.
D&D BFP Structural Evaluation, JIWRF, Milwaukee Metropolitan Sewerage District,
Wisconsin. Structural Engineer: Inspection and evaluation of the steel support structure
around the BFP equipment in the dewatering and drying building at the Jones Island
facility. The project included inspection and evaluation of the steel columns and beams
around the belt filter press equipment. The steel members were experiencing varying
levels of deterioration due to constant exposure to moisture. The inspection was followe d
by recommendations for replacement or repair of the members.
Illinois Department of Transportation Pump Station Assessment. Lead Structural
Engineer: Inspection, assessment and cost estimate of numerous pump stations located
throughout the State of Illinois. The project included structural inspection of each station
followed by developing a report outlining the condition of each station and
recommended repairs and/or modifications required to bring the station in line with
current codes and safety regulations. Pump station conditions ranged from new
construction with no recommended modifications to critical conditions in need of
immediate repairs or replacement.
Illinois Department of Transportation Pump Station 8. Lead Structural Engineer: Design
of a 5-mgd stormwater pump station. The pump station consists of a 40-foot deep
below-grade concrete wet well with multiple levels and an above-grade concrete
framed building with concrete masonry walls.
Sunrise Pump Station, Evansville, Indiana. Lead Structural Engineer: Project for the 40-
mgd Sunrise Pump Station. Structural design responsibilities included the below-grade
portion of the main pump station building and a separate cast-in-place concrete aeration
structure that sits on the side of a levee and discharges into the Ohio River. The below-
grade portion of the pump station consisted of cast-in-place concrete floors, walls, and
ceiling, and housed the main pumps and other equipment. An above-grade building
(designed by a separate firm) was supported on the below-grade structure which
required close coordination during design. Due to poor soil conditions, all structures were
supported on driven piles. Total project construction cost was $50M .
SHAWN D. REIMES, PE, SE
● Engineering Excellence Since 1997 ●
Wastewater Treatment Plant Improvements, Fountain City, Wisconsin. Lead Structural
Engineer: Upgrades and additions to the Fountain City WWTP. An evaluation of existing
buildings was initially performed to determine what structures could be reused. This led
to the renovation and reuse of several buildings including a cla rifier complex, rotating
biological contactors, digester, and control building. New structures included an electrical
building and a final clarifier.
Fire Administration Building Generator Installation Project, West Allis, Wisconsin.
Lead Structural Engineer: Installation of a new generator for the City of West Allis. The
project included an inspection and assessment of the existing building to determine
suitable locations for the new generator, followed by the production of design drawings
and specifications. Structural analysis was required to determine if the existing building
constructed in 1929 was capable of supporting the new generator on the roof.
WWTP Centrifuge Improvements, Fort Atkinson, Wisconsin. Lead Structural Engineer:
Design of modifications to an existing building to house a new centrifuge. Tasks included
inspecting and assessing the existing building’s ability to house a large piece of
equipment on a second-story floor, adding a new monorail support frame, and opening
the upper-level wall for equipment access.
Tyson Foods Aeration Basin Baffle Wall, New London, Wisconsin. Lead Structural
Engineer: Design of a new concrete baffle wall located in an existing concrete aeration
basin. A condition assessment of the tank was required to determine its ability to support
a new concrete wall. The aged existing concrete and thin walls and slab required the
new baffle wall to be designed as a retaining wall supported on its own foundation.
Water Pollution Control Plant Improvements, Fort Wayne, Indiana. Lead Structural
Engineer: Additions and modifications to the Fort Wayne WPCP. The project was broken
into three phases and consisted of new concrete overflow boxes mounted above existing
below-grade concrete structures, removal and replacement of existing digester tank
covers, and numerous other additions and modifications to existing buildings. Several
leaks were observed in the below-grade tunnels around the digesters that required
further investigation and recommendations for repair.
Nutrient Recovery and Reuse Project, St. Cloud, Minnesota . Structural Engineer:
Additions and modifications to the City of St Cloud WWTP. The design includes a new
below-grade concrete wet well and additions to several existing structures, including
converting an existing utility garage into a new biosolids loadout building. Challenges
included fitting the new biosolids equipment and access platforms into the existing
garage, and an addition of a penthouse to the roof of the garage to allow for the
extension of a tank above the existing roof level.
Resource Recovery and Electrical Energy Project, NEW Water, Green Bay, Wisconsin.
Lead Structural Engineer: Additions and modifications to the wastewater treatment plant
servicing the greater Green Bay area. The design includes two new 2.6-MG digesters
with a below-grade concrete equipment gallery, a new biogas building consisting of a
pre-engineered metal building with below grade concrete basement, a concrete masonry
screening facility, and other miscellaneous concrete structures, as well as modifications to
existing facilities.
Water Pollution Control Facility Improvements, Denver, Iowa. Lead Structural
Engineer: Design of facility improvements. New buildings included a wood-framed
administration building, a concrete and concrete masonry unit treatment building, an
activated sludge tank, an ultraviolet disinfection building, a pre-engineered wood-frame
cake storage building, and miscellaneous other small concrete structures.
Wastewater Treatment Plant Upgrades, Denmark, Wisconsin. Lead Structural Engineer:
Replacement of RBC filters. Analyzed the building to determine the best way of
accessing existing filters. Sections of existing precast wall panels were removed to allow
for the removal and replacement of filters.
JACOB T. GRUNWALD, PE
● Engineering Excellence Since 1997 ●
PROFESSIONAL REGISTRATION
Wisconsin: 101336
YEARS OF EXPERIENCE
8
EDUCATION
Bachelor of Science
Electrical Engineering-Controls
University of Wisconsin-Platteville
2016
AWARDS
2023 ACEC Wisconsin Engineering
Excellence Best of State Award, Controls
Engineer: Liquid to Dried Biosolids
Conversion, Stevens Point, Wisconsin.
2022 ACEC Indiana Engineering Excellence
Merit Award, Controls Engineer: Cheeney
Creek WWTP Expansion, Fishers, Indiana.
2021 ACEC Minnesota Engineering
Excellence Grand Award and Grand
Conceptor Award, I&C Engineer: St. Cloud
Nutrient Recovery and Reuse (NR2), St.
Cloud, Minnesota.
2020 ACEC Wisconsin Engineering
Excellence State Finalist, Controls Engineer:
New Clearwells and High Service Pump
Station Upgrade, South Milwaukee Water
Utility, South Milwaukee, Wisconsin
Tertiary Filtration & Service Water Improvements, New Water-De Pere, Wisconsin.
Control Systems Engineer: New cloth media filters, service water pumps and strainers,
and PLC upgrades for the Filter Building.
Facility Thickening Improvements, NEW Water-Green Bay, Wisconsin. Control Systems
Engineer: Replacement and rehabilitation of various sludge thickening strategies and a
new area PLC panel to consolidate control.
Ferric Chloride Pump Replacement, NEW Water-Green Bay, Wisconsin. Control Systems
Engineer: Replacement of eight chemical pumps and return to service of spare storage
tanks.
North Plant Clarifier Rehabilitation Project, NEW Water-Green Bay, Wisconsin. Control
Systems Engineer. Replacement of clarifier mechanisms, final scum pumps, and primary
sludge pumps.
Water Reclamation Facility, Ixonia, Wisconsin. Control Systems Engineer: Design of a
new facility including an administration center, oxidation ditches, clarifiers, disinfection,
and sludge storage with designated expansion plans for a second treatment train,
screenings and grit removal, and tertiary filtration. Control systems include a plant-wide
SCADA network, local PLC-based control panels, wireless and remote SCADA access,
and cellular connection to lift stations.
Phosphorus Removal Improvements, Delevan, Wisconsin. Control Systems Engineer:
Replacement of sand filtration system with cloth media disc filters, new administration
offices, and PLC upgrades and network segregation and expansion.
Wastewater Treatment Plant Improvements, Goshen, Indiana. Control Systems
Engineer: Upgrades to influent pumps, primary treatment, aeration, and a new screw
press sludge dewatering system, with SCADA system expansion to cover the new solids
process.
South Water Treatment Facility, Lincoln, Illinois. Control Systems Engineer: Design of a
new facility for the treatment of groundwater consisting of clarification, filtration, and
chemical treatments and a new well. The design included distributed PLCs for plant
processes, as well as communications with remote wells, the north plant, and the water
tower with a centralized SCADA viewing solution and robust site security.
Wastewater Treatment Plant Improvements, Clear Lake, Minnesota. Control Systems
Engineer: New plant effluent system (Rapid Infiltration Basins) and biosolids dewatering
system, and upgrade of all plant PLCs.
Vernon Hills Water System Electrical and Mechanical Upgrade, Vernon Hills, Illinois.
Control Systems Engineer: Upgrades to seven remote water sites. Upgrades vary per site
and can include electrical distribution, structural rehab, and motor replacements.
Additionally, the control system at all sites and the main plant are being replaced to
utilize previously installed radios and tie into the existing SCADA network.
West Headworks Improvements, Decatur, Illinois. Control Systems Engineer: Upgrades
to the West Headworks including new screening and grit systems, primary sludge pump
replacements, automatic influent flow splitting, and expansion of the SCADA network.
WWTP Digestion, Dewatering, and Drying Improvements, Stevens Point, Wisconsin.
Control Systems Engineer: Design of a new biosolids handling process to achieve Class A
biosolids. The design includes the conversion of an existing storage tank into a digester,
additional biogas collection and processing, and a new belt filter press and paddle
dryer.
JACOB T. GRUNWALD, PE
● Engineering Excellence Since 1997 ●
Water Utility Garage, Stevens Point, Wisconsin. Control Systems Engineer: Design a new
building for storage and maintenance of water utility vehicles, as well as office space for
employees.
New Clearwells and High Service Pump Station Upgrade, South Milwaukee Water
Utility, South Milwaukee, Wisconsin. Control Systems Engineer: Upgraded plant’s
ControlNet communication network to Ethernet/IP.
Mill Creek WRF Electrical and Process Improvements, Mill Creek, Illinois. Control
Systems Engineer: Modifications to the plant aeration trains to obtain better nitrogen
removal via internal mixed liquor recycling and per-pass aeration control.
Wastewater Treatment Facility – Phase I Improvements, Onion River, Wisconsin.
Control Systems Engineer: Design of various plant improvements including a new
screenings washer/compactor, oxidation ditch modifications to reduce energy
consumption, a chemical phosphorus removal system, and a new backup natural gas
generator.
Morton Street Lift Station I&C Design, Fort Wayne, Indiana. Control Systems Engineer:
Complete replacement of station PLC panel and new wet weather pumps.
St. Joe Dam Pump #2 Improvements, Fort Wayne, Indiana. Control Systems Engineer:
Phases 1 and 2 of 6 to rehabilitate the raw water pump station to fix gaps in the
pumping capacity and bring facility controls up to the City’s standards. These phases
involve installing a new VFD on pump #2, a new PLC panel with hardwired sequence
control for both pumps #1 and 2 and new network enclosures.
Douglas Corp. Stormwater Capture and Reuse, Minneapolis, Minnesota. Control
Systems Engineer: Design of a filter system to capture and treat stormwater off the plant
roof for use as process water.
Wastewater Treatment Plant Secondary Treatment System Improvements, Battle
Creek, Michigan. Control Systems Engineer: Design for aeration system improvements
including the addition of two new PLC cabinets, three networked sensor arrays, and four
turbo blowers with per-pass airflow monitoring and control.
Nutrient Recovery and Reuse Project, St. Cloud, Minnesota. Control Systems Engineer:
Primary responsibility for drafting Process & Instrumentation Diagrams in CAD software.
BENJAMIN E. A. GRUNWALD, PE
● Engineering Excellence Since 1997 ●
PROFESSIONAL REGISTRATION
Wisconsin: 100138
YEARS OF EXPERIENCE
7
EDUCATION
Bachelor of Science
Civil Engineering
University of Wisconsin - Platteville
2017
ADDITIONAL TRAINING
XPSWMM & XPSTORM Stormwater and
Sanitary Network Modeling - Innovyze
PROFESSIONAL ASSOCIATIONS
Tau Beta Pi, Engineering Honor Society
AWARDS
2020 ACEC Wisconsin Engineering
Excellence State Finalist, Civil Engineer: New
Clearwells and High Service Pump Station
Upgrade, South Milwaukee Water Utility,
South Milwaukee, Wisconsin
De Pere Tertiary Filtration & Service Water Improvements, NEW Water, De Pere,
Wisconsin. Civil Engineer: Prepared construction drawings, technical specifications, and
cost opinions for the site portion of the facilities upgrade. Site-related project work
included the replacement of approximately 3,000 feet of service water piping and
appurtenances, 425 feet of new backwash piping, erosion control, construction staging,
and surface restoration. Challenges included the density of existing piping, coordinating
with other work on site, and work sequencing. Additional responsibilities included site-
related permitting and agency coordination.
South Side Pump Station Consolidation, Waukesha, Wisconsin. Civil Engineer:
Prepared construction drawings, special provisions, and cost opinions for the installation
of 5,650 feet of new sewer and 295 feet of force main replacement. Prepared site
construction drawings, technical specifications, and cost opinions f or two new pump
stations and two upgraded/rehabilitated pump stations. The new sewers allow for the
decommissioning of two existing pump stations. Horizontal directional drilling will be used
to install the 295 feet of force main replacement underneath the intersection of STH 59
and Sunset Drive. The project also includes sanitary lateral reconnection, connecting
sanitary sewers from side streets, street drainage improvements, roadway and curb
ramp restoration, traffic control, erosion control, and surface restoration. Permitting
(federal, state, local) and utility coordination for the sewers, force mains, pump station
sites, and traffic control were additional responsibilities.
West Side Pump Station Consolidation, Waukesha, Wisconsin. Civil Engineer: Prepared
construction drawings and cost opinions to improve the condition and capacity of the
wastewater collection system associated with the four West Side Pump Stations
(Coneview, Summit, Madison, and Fiddlers Creek). The first stage of the project was an
alternatives analysis to determine if the most cost-effective option was to
upgrade/rehabilitate the existing pump stations or to consolidate them with new gravity
sewers and a force main extension. The latter option was carried forward through
design. The project included approximately 8,000 feet of new gravity sewer and
appurtenances, 2,200 feet of force main extension, CIPP rehabilitation of 2,485 feet of
force main, connection sanitary sewers from side streets, roadway and curb ramp
reconstruction, surface restoration, and the site design for a rehabilitated pump station.
STH 158 Water Main Relocation, Kenosha Water Utility, Kenosha, Wisconsin. Civil
Engineer: The project involved preparing plans and specifications for relocating
approximately 1,500 feet of 16-inch potable water main in advance of a WisDOT
project to improve the STH 158/52nd Street bridge and approaches over the Union
Pacific Railroad. The work included horizontal directional drilling of the water main
beneath a wetland and a bore and jack under the Union Pacific rail line. Extensive
permitting was required including a Union Pacific agreement; WDNR Stream Crossing,
Wetland, and Stormwater permits; WisDOT Permit to Construct, Operate, and Maintain
Utility Facilities on Highway Right-of-Way; and WDNR Water System Plan Review.
Dutchman Creek Interceptor Rehabilitation and Replacement, NEW Water,
Ashwaubenon, Wisconsin. Civil Engineer: Assisted project management by creating and
refining detailed construction plans and filling out permit forms. Reviewed sewer
televising videos and helped assess condition. Assisted with the development of access,
traffic control, and anticipated bypass pumping routes for the lining portion of the
project. Created HEC-RAS model of select reaches along Dutchman Creek to assess the
impact temporary creek crossings would have on flood elevations. Documented the model
results for the WDNR permit. Created new permanent and temporary easement exhibits.
Served as project utility coordinator. Assisted with submittal review and RFI responses
during construction.
East River Interceptor Upgrades Report, NEW Water, Green Bay, Wisconsin. Project
Engineer: Updated, ran, and analyzed results from the MIKEURBAN model that was
developed during the Interceptor Master Plan to assess capacity in the East River
Interceptor (ERI) under existing and future wet weather flow conditions. Model updates
included sub-catchment boundaries, loading nodes, and future land use. The updated
model integrity was assessed by comparing modeled flows to recent flow data. Assisted
BENJAMIN E. A. GRUNWALD, PE
● Engineering Excellence Since 1997 ●
with evaluating ERI capacity improvement alternatives with the updated model. The
analysis included evaluating the impact the downstream Quincy Street Interceptor (QSI)
and NEW Water Green Bay Treatment Facility (GBF) had on ERI capacity during
different flow conditions. This analysis indicated that increasing the size of the ERI would
not increase the capacity of the ERI due to downstream limitations in the QSI and GBF.
This led to the conclusion that wet weather flows need to be reduced or flow equalization
needs to be constructed to improve flow conditions in the ERI during wet weather events.
2021 Utility Improvements, Sheboygan Falls, Wisconsin. Civil Engineer and Resident
Project Representative: Primary designer for the relay of approximately 2,100 feet of
water main in Wilson Avenue, 5th Street, Maple Street, and Walnut Street in the City of
Sheboygan Falls. Utility improvements also included spot repairs to sanitary sewer, CIPP
lining of sanitary sewer, lateral and water service replacements, sanitary and storm
manhole replacements, and new storm sewer catch basins. The mini-storm sewer was
designed as a project alternate. Other aspects of design included pavement, sidewalk,
driveway, and lawn restoration as well as new curb ramps. Served as primary resident
project representative during the asphalt paving construction phase.
Greenmeadow Sanitary Infrastructure Improvements, Waukesha, Wisconsin. Civil
Engineer: Assisted with the preparation of final construction drawings and cost estimate
for the 36-inch interceptor sewer. The interceptor sewer was designed to convey 16 cfs
of raw sewage and allow for the decommissioning of two existing pump stations. The
depth of the interceptor sewer will be greater than 30 feet in places. The project
included approximately 6,700 LF of open-cut installation. Microtunneling was used to
install approximately 3,000 LF of 72-inch tunnel in bedrock. Horizontal directional
drilling was used to install inverted siphons in bedrock crossing the Fox River. The project
included replacing sanitary laterals, connecting sanitary sewers from side streets, shaft
and tunnel design, water main replacement, storm sewer construction, coordination with a
large GE Energy (Waukesha Engine) facility, inverted siphon design, roadway and curb
ramp reconstruction, and surface restoration. The project included crossing the Fox River,
the Glacial Drumlin Trail, and the Wisconsin Southern Railroad. Wetlands and a WDNR
environmental corridor were present in the project area.
Ninth Street Interceptor Rehabilitation, NEW Water, De Pere, Wisconsin. Civil Engineer:
Prepared construction drawings, technical specifications, and cost opinions for the CIPP
rehabilitation of 2,638 feet of 30-inch sanitary sewer. Considerations included bypass
pumping/construction sequencing, access through private property, railroad coordination,
and traffic control.
Rochester Springs Drainage Improvements, Sheboygan Falls, Wisconsin. Civil
Engineer: Prepared detailed design plans for the installation of drainage improvements
surrounding the Rochester Springs apartments in the City of Sheboygan Falls. Drainage
improvements included storm sewer and appurtenances, curb and gutter, pavement
grading, and slotted drains.
Charles Street Interceptor Improvements, NEW Water, De Pere, Wisconsin. Civil
Engineer: Assisted the project manager with the completion of Wisconsin DNR permits for
the reconstructed Charles Street Interceptor in the City of De Pere.
Area 5 Storm Sewer and Flood Mitigation, Waukesha, Wisconsin. Civil Engineer:
Prepared detailed design plans, quantity listings, and cost estimates and coordinated
with local utilities for the installation of new storm sewers within the City of Waukesha.
The project included new storm sewer and appurtenances, storm sewer lining, water main
relocation, street replacement, and new curb ramps.
Area 1 & 2 Flood Mitigation and Northview Road, Waukesha, Wisconsin. Civil
Engineer: Assisted design engineer with the creation of a stormwater model and detailed
design plans for the new storm sewer underneath Northview Road in the City of
Waukesha. The stormwater model was created with Autodesk Storm and Sanitary
Analysis software.
AUTUMN M. FISHER
● Engineering Excellence Since 1997 ●
PROFESSIONAL REGISTRATION
Certified Wastewater and Water
Operator: Wisconsin – 34463
YEARS EXPERIENCE
17
EDUCATION
Master of Science
Project Management
University of Wisconsin-Platteville
2017
Bachelor of Science
Chemistry
University of Wisconsin-Oshkosh
2007
PROFESSIONAL ASSOCIATIONS
Water Environment Federation
Central States Water Environment
Association
Membership Committee Chair
Education Seminar Past Chair
Innovation & Technology Past Chair
Wisconsin Wastewater Operators’
Association
AWARDS
2022 Wisconsin Wastewater Operator
Association George F. Bernauer Award
2017 Central States Water Environment
Association Radebaugh Award Recipient
2016 Water Environment Federation
Laboratory Analyst Excellence Award
2011 WDNR Large Laboratory of the Year
Award Recipient
PAPERS
“Introducing ARTiMiS: A Low-Cost Flow
Imaging Microscope for Microalgal
Monitoring” Environmental Science &
Technology, July 2024, Vol. 58, No. 30
“Intensive Microalgal Cultivation and
Tertiary Phosphorus Recovery from
Wastewaters via the EcoRecover Process”
Environmental Science & Technology, April
2024, Vol. 58, No. 20
“Characterization of the EcoRecover Process
for Intensive Microalgal Cultivation and
Tertiary Nutrient Recovery from
Wastewaters” ChemRxiv, 2023
PRESENTATIONS
“Algae-Based Wastewater Treatment to
Accelerate the Circular Economy,” Algae
Biomass Organization Webinar Series, May
2024
“Innovative Low-Level Total Phosphorus
Compliance,” WWOA, October 2022
“Construction, Commissioning and Start Up
of the Village of Roberts, WI ABNR
Facility,” WWOA, October 2020
Funding
Biosolids Handling Improvements, Sun Prairie, Wisconsin. Funding Specialist: Assisted
the City with Clean Water Fund Application and WDNR funding coordination of a
$70M. Coordination also included a user rate study, $3.2M EPA congressionally directed
speding grant, and $7M Inflation Reduction Action (IRA) tax credit.
WTRRF Admin Building Renovation, Fond du Lac, Wisconsin. Funding Specialist:
Assisted the City with Clean Water Fund Intent to Apply Application and WDNR funding
coordination.
Regional Biosolids Management Facility, Village of Sister Bay, Wisconsin. Funding
Specialist: Assisted the City with Clean Water Fund Intent to Apply Application and
WDNR funding coordination.
Wastewater Planning, Design, and Construction
Tertiary Phosphorus Recovery Facility Upgrade, Waupun, Wisconsin. Project
Manager: Performed initial pilot evaluations and supported the client’s consulting
engineer in the alternatives evaluation process, which ultimately led to the selection of
Clearas’ Advanced Biological Nutrient Recovery (ABNR) technology to meet the facility’s
future TMDL of <0.05 mg/L total phosphorus discharge limit. The full-scale project
included design, procurement, project and construction management, start-up and
commissioning oversight of the implementation of the 2.76 MGD tertiary upgrade.
Greenfield WWTP Construction to Meet Low-Level Phosphorus Compliance, Mondovi,
Wisconsin. Project Manager: Performed initial pilot evaluations and supported the
client’s consulting engineer in the alternatives evaluation process, which ultimately led to
the selection of the Clearas ABNR technology to meet the facility’s future TMDL of <0.05
mg/L total phosphorus discharge limit. The full-scale project included a Clearas ABNR
bolt on to a newly constructed SBR-based wastewater treatment train. The full-scale
project included design, procurement, project and construction management, start-up and
commissioning oversight of the implementation of the 0.3 MGD tertiary components.
Clearas Implementation Feasibility Study at a Confidential Client to Meet Triple Zero
Pursuit. Project Manager: Pilot and feasibility efforts evaluated how the ABNR
technology could help a large automobile manufacturer meet their triple zero pursuit
towards net zero CO2 emissions, 100% utilization of carbon-free energy and 100% use
of sustainable materials. The feasibility study evaluated relocation of all wastewater
treatment to onsite, contract operated infrastructure. The result would give the client the
ability to decarbonize, reuse water and integrate more sustainable materials into their
product lines.
Feasibility Study Evaluating Hg Compliance Using Clearas, Western Lake Superior
Sanitary District, Duluth, Minnesota. Project Manager: Served as the Clearas lead to
support Donohue with a feasibility and cost evaluation to comply with an effluent
mercury limit using Clearas, an algae-based system that includes membrane filtration.
The District pilot tested Clearas in 2020. That pilot found the Clearas system was
capable of consistently complying with the effluent Hg limit. Our team contributed
conceptual design details for this full-scale system along with estimated costs to
implement. This project also developed a conceptual design of a small-scale system to
better demonstrate performance and answer important cost-reduction or cost-
optimization questions.
Lake Kampeska ABNR Feasibility Study, Watertown, South Dakota. Project Manager:
The objective of the evaluation was to determine whether ABNR could be implemented
as a cost-effective alternative aimed at removing 13,000 pounds of phosphorus from
Lake Kampeska over a 13-year period. To achieve this, the team evaluated the existing
infrastructure to identify opportunities for reusing buildings, pumps, piping, and tanks.
Additionally, the study documented current and anticipated future treatment
AUTUMN M. FISHER
● Engineering Excellence Since 1997 ●
PRESENTATIONS (CONTINUED)
“The Selection of ABNR for Phosphorus
Compliance at Two Wisconsin Facilities,”
WEFTEC, September 2019
“A Case for Algae-Based Tertiary
Wastewater Recovery,” WEF Nutrient
Removal & Recovery Symposium, August
2019
“Nutrient Recovery Through Sustainable
Algal Treatment Methods, Fond du Lac, WI,”
CSWEA, May 2017
“Fond du Lac’s Pursuit of Nutrient Removal
and Recovery,” CSWEA Education Seminar,
April 2017
“Fond du Lac WWTP Lab Experience,”
CSWEA Conference, May 2016
requirements that may necessitate facility upgrades. A preliminary basis of design w as
established to maximize phosphorus recovery along with a preliminary site plan, process
flow diagrams, P&IDs, cut sheets for all major equipment and opinion of probable costs
were delivered as part of the study.
Low-Level Phosphorus Compliance Upgrade, Village of Roberts WWTP, Roberts,
Wisconsin. Project Manager: Performed initial pilot evaluations and supported the
client’s consulting engineer in the alternatives evaluation process, which ultimately led to
the selection of the Clearas ABNR technology to meet the facility’s WQBEL of <0.04
mg/L total phosphorus discharge limit. The full-scale project included design,
procurement, project and construction management, start-up and commissioning oversight
of the implementation of the 0.150 MGD tertiary upgrade.
Department of Energy Project Collaborations. Co-Principal Investigator:
▪ Reducing Agricultural Carbon Intensity and Protecting Algal Crops (RACIPAC),
University of Buffalo, NY: $350,400 award recipient
▪ Enhancing Carbon Utilization by Algal Systems via Integrated Biogas Purification,
Nitrogen Reused, and Innovative Carbon Delivery, Washington University at St. Louis,
MO: $170,000 award recipient
▪ Process Optimization and Real-Time Control of Synergistic Microalgae Cultivation
and Wastewater Treatment, University of Illinois-Urbana Champaign: $300,000
award recipient
Wastewater Treatment Troubleshooting and Operations Experience
Fond du Lac Wastewater Treatment & Resource Recovery Facility, Wisconsin.
Wastewater Superintendent: Oversight on all aspects of the facility’s $12 million
operating budget, plant operations, maintenance, laboratory work, industrial
pretreatment activities, and the management of 17 collection system sanitary lift stations.
Responsibilities also included reviewing and approving all equipment and supply
purchases and requisitions, research and recommending capital improvement projects
and process enhancements and played a key role in planning and executing innovative,
cost-effective strategies to achieve water quality objectives.
Wastewater Treatment & Resource Recovery Facility Master Plan, Fond du Lac,
Wisconsin. Donohue Client/Technical Advisor: Contracted with Donohue on completing
the Facility Master Plan. The Plan consisted of seven separate deliverable technical
memorandums and the final compiled Master Plan document. The technical memorandums
covered the strategic direction of the Facility, an evaluation of existing conditions, future
projections, identification of near and long-term improvements required to address
capacity and regulatory limitations and deficiencies, an improvement alternatives
analysis, and an implementation plan.
Fond du Lac Wastewater Treatment & Resource Recovery Facility, Wisconsin.
Operations Research Coordinator/Lead Lab Analyst: Worked collaboratively with
operations and management to provide plant process control recommendations and
modifications based on SCADA trends and laboratory data. Responsibilities also
included management of the lab’s QA/QC program in accordance with NR 149 of the
Wisconsin Administrative Code and coordination of special projects such as phosphorus
removal studies, pilots, and research efforts. Collaboration with both internal senior and
functional management staff, as well as external equipment and process manufacturers,
engineers, and consultants was required.
Wisconsin Sheboygan, Appleton, Milwaukee
Indiana Indianapolis, Fort Wayne, South Bend
Michigan Grand Rapids
Illinois Champaign, Chicago, Naperville
Minnesota Minneapolis
Missouri St. Louis
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Steven M. Gohde, Assistant Director of Public Works/Utilities General Manager
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-04 Award Bid to Martelle Water Treatment, Inc. for Rare Earth Chloride Solution for the
Wastewater Treatment Plant for 2025 ($705,600)
B A C KGRO UN DBACKGROUND
This is the bid for a proprietary operational treatment chemical used for phosphorus removal at the
Wastewater Treatment Plant (WWTP). The WWTP has historically used Ferric Chloride for phosphorus
removal in its treatment process. In June 2024, the Common Council (Council) approved a pilot study
and waiver of purchasing requirements for a rare earth chemical known as Neo WaterFX 300 from
Martelle Water Treatment, Inc. (Res . N o. 24-334Res. N o. 24-334 ). The original two (2) month pilot yielded promising
results, and the staff of the WWTP requested, and were granted, an extension of the pilot study through
the end of 2024 (Res . N o. 24-511Res. N o. 24-511 ).
A N A L Y SI SANALYSIS
Working in conjunction with the WWTP staff, Purchasing reviewed and prepared a proposal seeking
vendors for this chemical. The bid due date is listed on the attached bid tab. Because this is a
proprietary chemical, a single bid was accepted from the sole provider. This vendor met the minimum
bid specification.
FI SC A L I M P A CTFISCAL I M P A C T
This chemical will be used to replace Ferric Chloride for phosphorus removal. The Council has previously
accepted a bid for Ferric Chloride ($475,500) as part of chemical package for both the Water
Filtration/Wastewater Treatment Plants for 2025 (Res . N o. 24-639Res. N o. 24-639 ). The cost estimate for the Rare Earth
Chloride is significantly higher based on estimated quantities needed; however, the pilot study has
indicated that, by using this chemical, a cost recovery can be realized in other parts of the treatment
process, which will make the overall use of this product cost neutral. Staff further believes further process
modifications will allow the quantity needed for treatment to be reduced. Additionally, Ferric Chloride is
considered a hazardous material and is listed in annual Tier II reporting, whereas the Neo WaterFX 300 is
not considered hazardous.
Based on the bid, the estimated 2025 fiscal impact of this chemical (based on its unit price multiplied
against its estimated quantity), and charged to Account No. 05511910-1507 (Sewer Utility Administration-
Inv -- Chemicals), the recommended vendor award is as follows:
C he mica l a nd P la ntChemical a nd Pla nt 2024 E s t .2024 Es t .
C os tCost
2025 E s t .2025 E s t .
C os tCost Re omme nd e d A wa rdReommended A wa r d
Rare Earth Chloride /
WWTP ---$705,600 Martelle Water
Treatment, Inc.
REC O M M E N D A TI ONRECOMMENDATION
The Department of Public Works recommends the Council award the chemical bid to the vendor as
indicated above and on the attached bid tab.
A t t a chment sAttachments
RES 25-04
Rare Earth Chemical Bid Tab
01/14/2025 25-04 RESOLUTION
CARRIED 6-0
PURPOSE: AWARD BID TO MARTELLE WATER TREATMENT, INC. FOR RARE EARTH CHLORIDE SOLUTION FOR THE
WASTEWATER TREATMENT PLANT FOR 2025 ($705,600)
INITIATED BY : DEPARTMENT OF PUBLIC WORKS
WHEREAS, the City of Oshkosh has heretofore advertised for bids for Rare Earth Chloride Solution for the
Wastewater Treatment Plant for 2025; and
WHEREAS, upon the opening and tabulation of bids, the following is the only bid:
Martelle Water Treatment, Inc.
2275 Royal Oaks Drive
Janesville, WI 53548
Total Bid: $705,600.00
WHEREAS, this bid meets the minimum specifications and staff has reviewed the bid and recommends its
acceptance.
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the said bid is hereby
accepted and the proper City officials are hereby authorized and directed to enter into an appropriate
agreement for the purpose of same, all according to plans, specifications, and bid on file. Money for this
purpose is hereby appropriated from:
Acct. No. 05511910-1507 Sewer Utility Administration-Inv – Chemicals
NAMES OF BIDDERS 60,000 gals estimated
Martelle Water Treatment .9046/lb.
2275 Royal Oaks Drive $11.76/gal.
Janesville WI 53548 $705,600.00 gal. total
2025 REQUIREMENTS RARE EARTH CHLORIDE SOLUTION
FOR WASTEWATER TREATMENT PLANT
BIDS OPENED DECEMBER 16, 2024
BID TAB
CITY OF OSHKOSH
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Steven M. Gohde, Assistant Director of Public Works/Utilities General Manager
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-05 Approve Change Order No. 1 for Public Works Contract No. 24-21 Wastewater
Treatment Plant Secondary Clarifiers No. 2 and No. 4 Improvements / August Winter & Sons,
Inc. (+$120,341)
B A C KGRO UN DBACKGROUND
Change Order No. 1 for Contract 24-21 is scheduled for consideration by the Common Council at the
January 14, 2025 meeting. The Contract was originally awarded to August Winter & Sons, Inc. in May of
2024. This change order is for additional services requested by the City.
A N A L Y SI SANALYSIS
The scope of work to address the Clarifier No. 4 grout replacement changed. In some locations greater
than the specified two inch (2") thick grout required removal. Additional existing grout was removed and
additional new grout was placed.
FI SC A L I M P A CTFISCAL I M P A C T
Contract
Section
Change Order
Amount
Estimated
Total
Construction
Costs
CIP Budget
Amount
Property
Improvements $120,341.00 $707,461.00 $710,000
Total $120,341.00 $707,461.00 $710,000
A portion of the funding for this Change Order for the WWTP Secondary Clarifiers Mortar Replacement
Project is in the 2024 Capital Improvement Program (CIP) (Account No. 03221910-7214-64006/Sewer
Capital Fund-Buildings & Building Imprmts-Clarifiers 1-4 Floor Replacement). Additional funding for this
Change Order is available in this account from other CIP projects which have come in under budget.
REC O M M E N D A TI ONRECOMMENDATION
I recommend approval of Change Order No. 1 to Contact No. 24-21 in the amount of $120,341 to August
Winter & Sons, Inc.
A t t a chment sAttachments
RES 25-05
24-21 CO #1
01/14/2025 25-05 RESOLUTION
CARRIED 6-0
PURPOSE: APPROVE CHANGE ORDER NO. 1 FOR PUBLIC WORKS CONTRACT NO. 24-21 WASTEWATER
TREATMENT PLANT SECONDARY CLARIFIERS NO. 2 AND NO. 4 IMPROVEMENTS / AUGUST WINTER & SONS, INC.
(+$120,341)
INITIATED BY : DEPARTMENT OF PUBLIC WORKS
BE IT FURTHER RESOLVED by the Common Council of the City of Oshkosh that the following change orders, a
copy of which is attached, are hereby approved:
August Winter & Sons, Inc.
2323 North Roemer Road
Appleton, WI 54911
Net Increase to Contract: $120,341.00
PURPOSE: See attached Change Orders.
Acct. No. 03221910-7214-64006 Sewer Capital Fund-Buildings & Building Imprmts-Clarifiers 1-4 Floor
Replacement
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Steven M. Gohde, Assistant Director of Public Works/Utilities General Manager
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-06 Award Bid for Public Works Contract No. 24-17 and Assign Xylem Water Solutions USA,
Inc's Public Works Contract No. 23-19 Equipment Purchase Contract to August Winter & Sons,
Inc. for Water Filtration Plant Ozone and SCADA Systems Replacement ($12,482,271.24)
B A C KGRO UN DBACKGROUND
Ozone is used for primary disinfection at the Water Filtration Plant (WFP). The WFP ozone equipment has
been in continuous service since 1999 and obsolescence issues are now prevalent, with some system
components no longer being manufactured and some technical support services no longer being
available. The efficiency of the ozone system has also decreased, which results in increased costs for
electricity and oxygen. The delivery of ozone equipment is about one (1) year after approval of the
manufacturer's design drawings. Due to the long equipment delivery lead time, the Department of
Public Works decided to separate the equipment purchase and installation contract into separate
contracts. In November 2023, the Common Council awarded the equipment purchase contract to
Xylem Water Solutions USA, Inc. As part of this bid, that equipment purchase contract will be assigned to
August Winter & Sons, Inc.
A N A L Y SI SANALYSIS
Public Works staff reviewed the two (2) bids that were received. The low Bid was received from August
Winter & Sons, Inc. of Appleton, Wisconsin.
FI SC A L I M P A CTFISCAL I M P A C T
Funding for the WFP Ozone System Package Replacement Project is in the Capital Improvement Program
(CIP) (Account No. 03221810-7204-65006/Water Capital Fund-Machinery & Equipment-WFP -- Ozone
Residual Mntr Replcmnt).
CIP Section CIP Funds Budgeted Estimated Equipment
Installation Cost
Property
Improvements $19,950,000 $13,966,600
Totals $19,950,000 $13,966,600
The total cost for this portion of the Project, including the installation of the equipment, is estimated to be
approximately $13,966,600. This amount includes design, bidding, and construction-related services from
Jacobs Engineering Group, Inc., the consultant on this Project.
REC O M M E N D A TI ONRECOMMENDATION
I recommend award to the low bidder, August Winter & Sons, Inc., in the amount of $12,482,271.24 and
assignment of Xylem Water Solutions USA, Inc.'s equipment purchase contract to August Winter & Sons,
Inc.
A t t a chment sAttachments
RES 25-06
24-17 Bid tab
01/14/2025 25-06 RESOLUTION
CARRIED 6-0
PURPOSE: AWARD BID FOR PUBLIC WORKS CONTRACT NO. 24-17 AND ASSIGN XYLEM WATER SOLUTIONS USA,
INC’S PUBLIC WORKS CONTRACT NO. 23-19 EQUIPMENT PURCHASE CONTRACT TO AUGUST WINTER & SONS,
INC. FOR WATER FILTRATION PLANT OZONE AND SCADA SYSTEMS REPLACEMENT ($12,482,271.24)
INITIATED BY : DEPARTMENT OF PUBLIC WORKS
WHEREAS, the City of Oshkosh has heretofore advertised for bids for Public Works Contract No. 24-17 Water
Filtration Plant Ozone and SCADA Systems Replacement; and
WHEREAS, upon the opening and tabulation of bids, it appears that the following is the most
advantageous bid:
August Winter & Sons, Inc.
2323 North Roemer Road
Appleton, WI 54911
Total Bid: $12,482,271.24
WHEREAS, in November 2023, the Common Council awarded the equipment purchase contract to Xylem
Water Solutions USA, Inc.; and
WHEREAS, as part of this bid, that equipment purchase contract will be assigned to August Winter & Sons,
Inc.
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the said bid is hereby
accepted and the proper City officials are hereby authorized and directed to enter into an appropriate
agreement for the purpose of same, all according to plans, specifications, and bid on file. Money for this
purpose is hereby appropriated from:
Acct. No. 03221810-7204-65006 Water Capital Fund-Machinery & Equipment-WFP – Ozone Residual Mntr
Replcmnt
BE IT FURTHER RESOLVED that the Xylem Water Solutions USA Inc’s Public Works Contract No 23-19 Equipment
Purchase Agreement is hereby assigned to August Winter & Sons, Inc. and that the appropriate city officials
are hereby authorized and directed to execute any documents required to complete the assignment as
provided in the Agreements with these contractors.
Contract 24-17 - Water Filtration Plant Ozone and SCADA Systems Replacement (#9277532)
Owner: Oshkosh WI, City of
Solicitor: Jacobs Engineering Group, Inc.
Bid Opening: 12/12/2024 11:00 AM CST
Section Title Item Code Item Description UofM Quantity Unit Price Extension Unit Price Extension
Section 1 $12,482,271.24 $15,938,000.00
1
All demolition and new
work in accordance with
the Contract Documents Lump Sum 1.00 $7,255,000.00 $7,255,000.00 $10,711,228.76 $10,711,228.76
2
All Ozone System
Supplier's goods and
special services set forth
in the Ozone System
Package Purchase
Contract Lump Sum 1.00 $5,486,075.00 $5,486,075.00 $5,486,075.00 $5,486,075.00
3
Payment from Owner to
Ozone System Supplier
for complection of Ozone
System Package Purchase
Contract Milestones No. 1
and 2a Lump Sum 1.00 ($274,303.76) ($274,303.76) ($274,303.76) ($274,303.76)
4
One hundred linear feet
total of concrete crack
repair in Ozone
Contactors in accordance
with the Contract
Documents Lump Sum 1.00 $15,500.00 $15,500.00 $15,000.00 $15,000.00
Bid Total:$12,482,271.24 $15,938,000.00
August Winter & Sons, Inc
2323 North Roemer Road
Appleton, WI 54911
J. F. Ahern Co. - Fond du Lac
I:\Water Filtration\24-17 WPF Ozone Equip Inst\Administrative\Contract Information\24-17 Bid Tab_12-12-24 Page 1 of 1 12/12/2024
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Jon Urben, General Services Manager
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-07 Award Bid to Sure-Fire Inc. for Safety Building HVAC Improvements for General
Services ($549,735.00)
B A C KGRO UN DBACKGROUND
The Facilities Maintenance Division works closely with our HVAC consultant to regularly monitor, update
and prioritize the annual HVAC replacement schedule throughout our building inventory. Between the
2024 and 2025 HVAC/Roofing CIP programs, the Common Council has allocated a total of $1,350,000.00
to address priority HVAC and roofing replacements. The current top HVAC priority project is to replace
the remaining existing 1977 obsolete mixing boxes located throughout the occupied first floor of the Safety
Building and the air separation unit (ASU) 4 serving these boxes. The boxes will be replaced with modern
boxes and new direct digital controls (DDC) temperature controls that will increase comfort and
temperature stability. The new ASU will be more energy efficient and will be brought into the DDC system
to provide better control and comfort throughout the first floor. Fox Valley MEP, Inc. was engaged to
provide design services, bid specifications and construction oversight for this project. Focus on Energy
rebates are expected as part of this project. This project will begin in the spring and be completed by
the summer.
A N A L Y SI SANALYSIS
Working with Fox Valley MEP, Inc. and Facilities Maintenance staff, Purchasing prepared bid
specifications for this project. The bid was advertised in the local newspaper and posted on Onvia
Demandstar. Bids were due December 18, 2024. The bid tab is attached. The low bid from Sure-Fire Inc.
met all the minimum bid requirements.
FI SC A L I M P A CTFISCAL I M P A C T
The fiscal impact of this bid is $549,735.00. This bid, added to Fox Valley MEP, Inc's engineering fee of
$28,000.00, brings the total fiscal impact of this project to $577,735.00. This project will be charged to
A/N#: 0323 0130 7214 63035 (Buildings & Building Improvements- HVAC/Roofing Replacement Program).
The 2024 and 2025 Roofing/HVAC CIP's were allocated $1,350,000.00 and there are sufficient funds in this
account for this purchase.
REC O M M E N D A TI ONRECOMMENDATION
Purchasing recommends the Common Council award this bid to Sure-Fire, Inc. for $549,735.00.
A t t a chment sAttachments
RES 25-07
Bid Tab SB HVAC Improvements
01/14/2025 25-07 RESOLUTION
CARRIED 6-0
PURPOSE: AWARD BID TO SURE-FIRE INC. FOR SAFETY BUILDING HVAC IMPROVEMENTS FOR GENERAL SERVICES
($549,735.00)
INITIATED BY : PURCHASING DEPARTMENT
WHEREAS, the City of Oshkosh has heretofore advertised for bids Safety Building HVAC Improvements for
General Services; and
WHEREAS, upon the opening and tabulation of bids, it appears that the following is the most
advantageous bid:
Sure-Fire Inc.
617 Washington St
Horicon, WI 53032
Total Bid: $549,735.00
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the said bid is hereby
accepted and the proper City officials are hereby authorized and directed to enter into an appropriate
agreement for the purpose of the same, all according to plans, specifications, and bid on file. Money for this
purpose is hereby appropriated from:
Acct. No. 0323 0130 7214 63035 Buildings & Building Improvements- HVAC/Roofing Replacement Program
BID TAB
HVAC IMPROVEMENTS – OSHKOSH SAFETY BLDG
WEDNESDAY DECEMBER 18, 2024 10:00 A.M.
BIDDER BID ADDENDUM
1 OF 1
PREQUAL BID BOND
Sure-Fire Inc
617 Washington St
Horicon WI 53032
$549,735.00
YES
YES
YES
Gartman Mechanical Services
520 W South Park Ave
Oshkosh WI 54902
$623,135.00
YES
YES
YES
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Kathy Snell, Special Events Coordinator
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-08 Approve Special Event - Otter Street Fishing Club to Utilize Menominee Park and
Millers Bay for the Otter Street Winter Fisheree, February 1, 2025
A t t a chment sAttachments
RES 25-08
Otter Street Winter Fisheree Attachment
01/14/2025 25-08 RESOLUTION
CARRIED 6-0
PURPOSE: APPROVE SPECIAL EVENT - OTTER STREET FISHING CLUB TO UTILIZE MENOMINEE PARK AND MILLERS
BAY FOR THE OTTER STREET WINTER FISHEREE, FEBRUARY 1, 2025
INITIATED BY : CITY ADMINISTRATION
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that approval is granted
to Otter Street Fishing Club (Jim Erdman) to utilize Menominee Park and Miller's Bay on Friday, February 2,
2024, from 8:00 a.m. through 8:00 p.m. Sunday, February 4, 2024 actual event time: Saturday, February 1
from 9:00 a.m. to 11:00 p.m.) for the Otter Street Winter Fisheree event in accordance with the municipal
code and the attached application, with the following exceptions/conditions:
A. An exception to the provision of 4-24 (B)(6) of the City of Oshkosh Municipal Code to allow the sale of
alcoholic beverages after 9:00 p.m. on the condition that such sales shall cease no later than 10:30 p.m.
BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual costs
for extraordinary services. Approval of this request shall not be interpreted as approval to conduct the event
during any period of emergency order or declaration prohibiting such an event. Approval of this event shall
not be interpreted to supersede any emergency order or declaration applicable to such an event and all
events shall remain subject to all applicable ordinances, orders, declarations and requirements for public
gatherings.
Cost Estimates for Extraordinary Services
Police
Staffing $420.04 (preliminary estimate includes 70 Auxiliary hrs., 2 CSO hrs. & 4 Supervisor Sgt. hrs.)
Equipment/Vehicles $39.78 (preliminary estimate includes dedicated use of vehicles for setup and pick up of
no parking signs and barricades)
Supplies/Materials $16.50 (preliminary estimate includes use of no parking signs & cones)
Fire
Inspection $88.33-$176.66 (preliminary estimate includes dedicated staff for inspection of temporary
structures)
Public Works
Staffing $38.29 (preliminary estimate includes dedicated staff for the delivery and pick up of barricades and
signs)
Equipment/Vehicles $31.81(preliminary estimate includes dedicated use of vehicle and trailer for delivery
and pick up of barricades and signs)
Supplies/Materials $33.00 (preliminary estimate includes use of barricades and signs)
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Kathy Snell, Special Events Coordinator
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-09 Approve Special Event - Battle on Bago Foundation to Utilize Menominee Park and
City Streets for the Battle on Bago Fishing Tournament, February 14-15, 2025
A t t a chment sAttachments
RES 25-09
Battle on Bago Attachment
01/14/2025 25-09 RESOLUTION
CARRIED 6-0
PURPOSE: APPROVE SPECIAL EVENT - BATTLE ON BAGO FOUNDATION TO UTILIZE MENOMINEE PARK AND CITY
STREETS FOR THE BATTLE ON BAGO FISHING TOURNAMENT, FEBRUARY 14-15, 2025
INITIATED BY : CITY ADMINISTRATION
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh by the Common Council of
the City of Oshkosh that approval is granted to Battle on Bago Foundation (Glenn Curran) to utilize
Menominee Park & Millers Bay from 8:00 a.m. Monday, February 10 through 8:00 a.m. Sunday, February 16,
2025 (event times: Friday, February 14 from 8:00 a.m. – 11:00 p.m.; Saturday, February 15 from 5:00 a.m. to
8:00 p.m.) for the Battle on Bago event, in accordance with the municipal code and the attached
application, with the following exceptions/conditions:
A. An exception to the provision of 4-23 (B)(6) of the City of Oshkosh Municipal Code, to allow an extension
of the sale of beer after 9:00 p.m. on Friday, February 14, 2025.
BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual costs
for extraordinary services. Approval of this request shall not be interpreted as approval to conduct the
event during any period of emergency order or declaration prohibiting such an event. Approval of this
event shall not be interpreted to supersede any emergency order or declaration applicable to such an
event and all events shall remain subject to all applicable ordinances, orders, declarations and
requirements for public gatherings.
Cost Estimates for Extraordinary Services
Police Department
Staffing $441.06 (preliminary estimate includes 3 CSO hrs., & 4 Supervisor Sgt. hrs.)
Equipment/Vehicles $79.56 (preliminary estimate includes dedicated use of vehicles for setup/pick up of no
parking signs & barricades and patrol)
Supplies/Materials $66 (preliminary estimate includes no parking signs & cone use)
Fire
Inspection $88.03 (preliminary estimate includes one hour of dedicated staff for inspection of temporary
structures)
Public Works
Staffing $153.16 (preliminary estimate includes 2 hours of dedicated staff for the delivery/pick up of
barricades and signs)
Equipment/Vehicles $45.98 (preliminary estimate includes 2 hours of dedicated use of vehicle and trailer for
delivery and pick up of barricades and signs)
Supplies/Materials $93.50 (preliminary estimate includes use of barricades and signs)
Parks
Staffing $105.03 (preliminary estimate includes dedicated staff for the removal of snow)
Equipment/Vehicles $276.69 (preliminary estimate includes dedicates use of equipment and vehicles for the
removal of snow)
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Kathy Snell, Special Events Coordinator
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-10 Approve Special Event - Bay Lakes Scout Council Twin Lakes District to Utilize
Menominee Park for the Bay-Lakes, Twin Lakes District Cub Scout Fishing Event, June 7, 2025
A t t a chment sAttachments
RES 25-10
Cub Scout Fishing Attachment
01/14/2025 25-10 RESOLUTION
CARRIED 6-0
PURPOSE: APPROVE SPECIAL EVENT - BAY LAKES SCOUT COUNCIL TO UTILIZE MENOMINEE PARK AMES POINT
AREA FOR THE BAY LAKES, TWIN LAKES DISTRICT CUB SCOUT FISHING EVENT, JUNE 7, 2025
INITIATED BY : CITY ADMINISTRATION
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that approval is granted
to Bay-Lakes Scout Council (Kathy Myszewski) to utilize Menominee Park Aimes Point on Saturday, June 7,
2025, from 6:30 a.m. to 1:00 p.m. (actual event time 9:00 a.m. to 12:00 p.m.) for the Bay Lakes, Twin Lakes
District Cub Scout Fishing event, in accordance with the municipal code and the attached application, with
the following
exceptions/conditions:
A.
B.
C.
BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual
costs for extraordinary services. Approval of this request shall not be interpreted as approval to conduct
the event during any period of emergency order or declaration prohibiting such an event. Approval of
this event shall not be interpreted to supersede any emergency order or declaration applicable to such
an event and all events shall remain subject to all applicable ordinances, orders, declarations
and requirements for public gatherings.
Cost Estimates for Extraordinary Services
None
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Kathy Snell, Special Events Coordinator
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-11 Approve Special Event - Wisconsin Area Literacy Council to Utilize Opera House
Square for the WALC Yard Sale and Fundraiser, June 7, 2025
A t t a chment sAttachments
RES 25-11
WALC Yard Sale Attachment
01/14/2025 25-11 RESOLUTION
CARRIED 6-0
PURPOSE: APPROVE SPECIAL EVENT - WISCONSIN AREA LITERACY COUNCIL TO UTILIZE OPERA HOUSE SQUARE
FOR THE WALC YARD SALE AND FUNDRAISER, JUNE 7, 2025
INITIATED BY : CITY ADMINISTRATION
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh by the Common Council of
the City of Oshkosh that approval is granted to Wisconsin Area Literacy Council (Emma Thompson) to utilize
Opera House Square on Saturday, June 7, 2025, from 8:00 a.m. to 1:00 p.m., for WALC Mart (yard sale &
fundraiser) in accordance with the municipal code and the attached application, with the following
exceptions/conditions:
A.
B.
C.
BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual costs
for extraordinary services. Approval of this request shall not be interpreted as approval to conduct the
event during any period of emergency order or declaration prohibiting such an event. Approval of this
event shall not be interpreted to supersede any emergency order or declaration applicable to such an
event and all events shall remain subject to all applicable ordinances, orders, declarations and
requirements for public gatherings.
Cost Estimates for Extraordinary Services
None
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Kathy Snell, Special Events Coordinator
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-12 Approve Special Event - Otter Street Fishing Club and Battle on Bago Foundation to
Utilize Menominee Park and Millers Bay for the Otter Street / Battle on Bago Walleye
Tournament, June 12 thorugh15, 2025
A t t a chment sAttachments
RES 25-12
Otter Street Walleye Tournament Attachment
01/14/2025 25-12 RESOLUTION
CARRIED 6-0
PURPOSE: APPROVE SPECIAL EVENT - OTTER STREET FISHING CLUB TO UTILIZE MENOMINEE PARK, MILLER'S BAY
PARKING LOT, GAZEBO AREA, AND CRUISE DOCKS FOR THE OTTER STREET WALLEYE TOURNAMENT, JUNE 12 -15,
2025
INITIATED BY : CITY ADMINISTRATION
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that approval is granted
to Otter Street Fishing Club (Chris Anderson) to utilize the Menominee Park, Miller's Bay, Gazebo area, and
cruise docks from 12 noon, Thursday, June 12, through 10:00 p.m. Sunday, June 16, 2024 (actual event
times: Friday, June 13 from 12:00 p.m. to 8:00 p.m.; Saturday, June 14, from 5:00 a.m. to 9:00 p.m. and
Sunday, June 15, from 5:00 a.m. to 9:00 p.m.) for the Otter Street Walleye Tournament in accordance with
the municipal code and the attached application, with the following exceptions/conditions:
A.
BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual
costs for extraordinary services. Approval of this request shall not be interpreted as approval to conduct
the event during any period of emergency order or declaration prohibiting such an event. Approval of this
event shall not be interpreted to supersede any emergency order or declaration applicable to such
an event and all events shall remain subject to all applicable ordinances, orders, declarations
and requirements for public gatherings.
Cost Estimates for Extraordinary Services
Police
Staffing $21.02 (preliminary estimate includes 1 CSO hr.)
Equipment/Vehicle $19.89 (preliminary estimate includes 1 hr. vehicle use)
Supplies/Materials $11.00 (preliminary estimate includes use of np signs and cones)
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Kathy Snell, Special Events Coordinator
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-13 Approve Special Event - Oshkosh YMCA to Utilize City Streets for the Oshkosh Century
Bike Ride, June 22, 2025
A t t a chment sAttachments
RES 25-13
Century Bike Ride Attachment
01/14/2025 25-13 RESOLUTION
CARRIED 6-0
PURPOSE: APPROVE SPECIAL EVENT - OSHKOSH YMCA TO UTILIZE CITY STREETS FOR THE OSHKOSH CENTURY BIKE
RIDE, JUNE 22, 2025
INITIATED BY : CITY ADMINISTRATION
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that approval is granted to
the Oshkosh YMCA (Angie Flangan) to utilize City streets on Sunday, June 22, 2025, from 5:00 a.m. to
4:00 p.m. for the Oshkosh Century Bike Ride in accordance with the municipal code and the attached
application, with the following exceptions/conditions:
A.
BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual
costs for extraordinary services. Approval of this request shall not be interpreted as approval to conduct
the event during any period of emergency order or declaration prohibiting such an event. Approval of
this event shall not be interpreted to supersede any emergency order or declaration applicable to such
an event and all events shall remain subject to all applicable ordinances, orders, declarations and
requirements for public gatherings.
Cost Estimates for Extraordinary Services
None
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Kathy Snell, Special Events Coordinator
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-14 Approve Special Event - Otter Street Fishing Club to Utilize Menominee Park for the
Otter Street Kids Fisheree, August 9, 2025
A t t a chment sAttachments
RES 25-14
Otter Street Kids Fisheree Attachment
01/14/2025 25-14 RESOLUTION
CARRIED 6-0
PURPOSE: APPROVE SPECIAL EVENT - OTTER STREET FISHING CLUB TO UTILIZE MENOMINEE PARK FOR THE OTTER
STREET KIDS FISHEREE, AUGUST 9, 2025
INITIATED BY : CITY ADMINISTRATION
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that approval is granted to
Otter Street Fishing Club (Chris Anderson) to utilize the Menominee Park and Ames Point for the Otter Street
Kids Fisheree on Saturday, August 9, 2025, from 8:00 a.m. to 4:00 p.m. in accordance with the municipal
code and the attached application, with the following exceptions/conditions:
A.
B.
C.
BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual costs
for extraordinary services. Approval of this request shall not be interpreted as approval to conduct the event
during any period of emergency order or declaration prohibiting such an event. Approval of this event shall
not be interpreted to supersede any emergency order or declaration applicable to such an event and all
events shall remain subject to all applicable ordinances, orders, declarations and requirements for public
gatherings.
Cost Estimates for Extraordinary Services
None
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Diane Bartlett, City Clerk
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-15 Approve Agent Change - Kwik Trip
A t t a chment sAttachments
RES 25-15
01/14/2025 25-15 RESOLUTION
CARRIED 6-0
PURPOSE: APPROVE AGENT CHANGE FOR COMBINATION "CLASS A" BEER/LIQUOR LICENSE
INITIATED BY : CLERK'S DEPARTMENT
WHEREAS, an application and all required documentation for a license has been submitted, fees
deposited, and all reviews and inspections required by city ordinance have been completed; and
WHEREAS, the Chief of Police and Fire Chief, or their respective designees, and a representative of the
Winnebago County Health Department have recommended that the following licenses be granted or
conditionally granted as noted in their report to the City Clerk; and
WHEREAS, any licensee whose license is granted subject to conditions has been notified of those
conditions and has had the opportunity to appear before the Council and be heard in relation to any of
those conditions.
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the following licenses
be granted subject to the satisfaction of such conditions as identified by the Chief of Police and Fire Chief, or
their respective designees, or by a representative of the Winnebago County Health Department; subject to
the payment of taxes and other charges as specified in section 4-5(B) of the City of Oshkosh Municipal
Code; and subject to the fulfillment of any further conditions imposed by State Statute for issuance of such
license:
AGENT CHANGE COMBINATION "CLASS A" BEER/LIQUOR LICENSE
(January 14, 2025–June 30, 2025)
Kwik Trip 741 (Kwik Trip, Inc.)
215 W 20th Ave.
Oshkosh, WI 54902
Agent: Tyler Weinrich
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Diane Bartlett, City Clerk
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-16 Reassign Polling Place/District 13
B A C KGRO UN DBACKGROUND
Upon receiving notification from the chairperson of the Polling Site for District 13 that the facility would not
be available to voters for the 2025 election cycle due to renovations of the building, my office
immediately conducted an investigation of suitable sites.
A N A L Y SI SANALYSIS
When considering a possible new location for a polling place for this district, I took into consideration the
population of the district, sites with handicap accessibility, parking availability, along with the space to
handle the 2025 elections. After reviewing several sites, I have identified one site that could
accommodate a polling place meeting the above criteria: the Oshkosh Seniors Center, which currently
serves as the polling place for District 9. After meeting with the chairpersons of districts 9 and 13, and
conducting an onsite tour of the Seniors Center facility with Center Director Dan Braun, we feel that the
Senior Center location would serve the community well for a combined polling place for the 2025 election
cycle.
Once this change is approved, I will make arrangements to post signs on Election Day, indicating the
change. I will also arrange for the local newspaper to run a story to inform the voters of the community of
this change. I will also work with Oshkosh Media to publicize this information.
REC O M M E N D A TI ONRECOMMENDATION
The Clerk's office recommends this change for the 2025 election cycle.
If you have any questions about this change in the polling place, please contact me at 920-236-5011.
A t t a chment sAttachments
RES 25-16
01/14/25 25-16 RESOLUTION
CARRIED 6-0
PURPOSE: REASSIGN POLLING PLACE/DISTRICT 13
INITIATED BY : CLERK'S DEPARTMENT
WHEREAS, the current District 13 polling place, located at St Jude the Apostle Church, 1025 W 5th Avenue,
within the City of Oshkosh, will not be accessible to the community's voters in 2025 due to the building's
recent construction.
WHEREAS, the Senior Center has authorized the use and combination of the current district 9 voting facility
located at 200 N Campbell to conduct elections in the City of Oshkosh. This facility meets the needs of
handicap accessibility, parking, and space.
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh by the Common Council
that the District 13 polling location be combined with the District 9 polling location to the Oshkosh Senior
Center located at 200 N Campbell in the City of Oshkosh.
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Kelly Nieforth, Director of Community Development
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Ord 25-17 Approve Zone Change from Institutional (I) District to Urban Mixed Use District (UMU)
for Part of 240 Algoma Boulevard (Plan Commission Recommends Approval)
B A C KGRO UN DBACKGROUND
The subject property, Christine Ann Domestic Abuse Shelter, recently relocated to 240 Algoma Boulevard
from its previous location at 206 Algoma Boulevard. Nick Jenson, owner of 141 Church Avenue (Edward
Jones Investments), approached Christine Ann about purchasing a small portion of 240 Algoma
Boulevard. This area is to be combined with his property at 141 Church Avenue via Certified Survey Map.
This will provide vehicular access to the back of his property. The two properties are located within two
different zoning districts, with 240 Algoma Boulevard being I District and 141 Church Avenue being UMU
District. The Zoning Ordinance prohibits split-zoned parcels so the area being combined with 141 Church
Avenue needs to be rezoned to UMU District, matching the rest of the property.
The surrounding area has predominantly institutional and governmental uses with a scattering of
commercial and low-density residential uses. This is all consistent with the Center City land use
recommendation indicated in the City's Comprehensive Plan.
A N A L Y SI SANALYSIS
The proposed zone change from I District to UMU District will be 2,029 square feet in area, approximately
98 feet long and 20 feet wide. This will enable 141 Church Avenue to attach this area with the rest of the
property as it will be entirely within the UMU District. The proposed zone change is consistent with the
Comprehensive Land Use Plan recommendation of Center City for the subject site.
A Certified Survey Map has been submitted to the City for review. The lots show the configuration of 141
Church Avenue and 240 Algoma Boulevard after the zone change and land transfer as proposed.
REC O M M E N D A TI ONRECOMMENDATION
The Plan Commission recommended approval of the requested zone change with the findings on
December 3, 2024. Please see the attached staff report and meeting minutes for more information.
A t t a chment sAttachments
ORD 25-17
Rezone - Portion of 240 Algoma Blvd
1/14/2025 25-17 ORDINANCE
SECOND READING
12/10/2024 24-672 ORDINANCE
FIRST READING
CARRIED 6-0
PURPOSE: APPROVE ZONE CHANGE FROM INSTITUTIONAL DISTRICT (I) TO URBAN MIXED USE (UMU) FOR PART OF
240 ALGOMA BOULEVARD
INITIATED BY : NICK JENSEN
PLAN COMMISSION RECOMMENDATION: Approved
A GENERAL ORDINANCE OF THE CITY OF OSHKOSH AMENDING THE OFFICIAL ZONING MAP OF THE CITY OF
OSHKOSH, AS ADOPTED BY SECTION 30-32 OF THE OSHKOSH MUNICIPAL CODE.
Whereas, the property owners have agreed to the transfer of a portion of the following described
property located at 240 Algoma Avenue to be combined with 141 Church Avenue to provide vehicular
access to the back portion of the Church Avenue property; and
WHEREAS, the property owners have agreed to the transfer of a portion of the following described property
located at 240 Algoma Avenue to be combined with 141 Church Avenue to provide vehicular access to the
back portion of the Church Avenue property; and
WHEREAS, it is necessary to amend the zoning classification of the property being transferred from Industrial
(I) District to Urban Mixed Use (UMU) District to match the existing zoning of the 141 Church Avenue property.
SECTION 1. That the Official Zoning Map of the City of Oshkosh, as adopted by Section 30-32 of the
Oshkosh Municipal Code, is hereby amended to change the zoning classification of the property from
Institutional District (I) to Urban Mixed Used District (UMU). The property is to be transferred from 240 Algoma
Avenue and combined with 141 Church Avenue via Certified Survey Map. The property to be rezoned is
2,029 square feet in area, approximately 98 feet long and 20 feet wide, more particularly described as
follows:
PART OF LOTS 15 AND 23 OF BLOCK G OF LEACH'S MAP OF 1894, BEING PART OF THE SOUTHWEST 1/4 OF THE
NORTHWEST 1/4, SECTION 24, TOWNSHIP 18 NORTH, RANGE 16 EAST, CITY OF OSHKOSH, WINNEBAGO COUNTY,
WISCONSIN, MORE FULLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION
24; THENCE NORTH 00 DEGREES 15 MINUTES 32 SECONDS WEST, ALONG THE WEST LINE OF THE NORTHWEST 1/4
OF SAID SECTION, A DISTANCE OF 969.07 FEET; THENCE NORTH 89 DEGREES 44 MINUTES 28 SECONDS EAST,
581.47 FEET TO THE POINT OF BEGINNING; THENCE NORTH 29 DEGREES 20 MINUTES 55 SECONDS EAST, ALONG
THE SOUTHEASTERLY LINE OF LOT 1 OF CERTIFIED SURVEY MAP NO. 6713, A DISTANCE OF 28.36 FEET; THENCE
SOUTH 58 DEGREES 25 MINUTES 58 SECONDS EAST, A DISTANCE OF 98.19 FEET; THENCE SOUTH 33 DEGREES 36
MINUTES 40 SECONDS WEST, A DISTANCE OF 19.45 FEET; THENCE NORTH 58 DEGREES 52 MINUTES 36 SECONDS
WEST, A DISTANCE OF 72.59 FEET; THENCE NORTH 77 DEGREES 44 MINUTES 25 SECONDS WEST, A DISTANCE OF
25.23 FEET TO THE POINT OF BEGINNING. CONTAINING 2,029 SQUARE FEET.
Pursuant to this ordinance, the entire parcel located at 141 Church Avenue upon the land transfer
shall be zoned Urban Mixed Used District (UMU).
SECTION 2. This Ordinance shall be in full force and effect from and after its passage and publication.
SECTION 2. This Ordinance shall be in full force and effect from and after its passage and publication.
SECTION 3. Publication Notice. Please take notice that the City of Oshkosh enacted Ordinance #25-17
APPROVE ZONE CHANGE FROM INSTITUTIONAL DISTRICT (I) TO URBAN MIXED USE (UMU) FOR PART OF 240
ALGOMA BOULEVARD on January 14, 2025. This ordinance changes the zoning of a portion of property to be
transferred from 240 Algoma Avenue and combined with 141 Church Avenue by Certified Survey Map from
Institutional District (I) to Urban Mixed Use District (UMU). The full text of the Ordinance may be obtained at
the Office of the City Clerk, 215 Church Avenue and on the City's website at www.oshkoshwi.gov. Clerk's
phone: (920) 236-5011.
ITEM: PUBLIC HEARING: ZONE CHANGE FROM INSTITUTIONAL DISTRICT (I)
TO URBAN MIXED USE (UMU) FOR PART OF 240 ALGOMA BOULEVARD
Plan Commission meeting of December 3, 2024.
GENERAL INFORMATION
Applicant: Nick Jensen
Owner: Christine Ann Domestic Abuse Service, Inc.
Actions Requested:
The applicant requests a zone change from the existing Institutional District (I) to Urban Mixed
Use (UMU) for a portion of a property located at 240 Algoma Boulevard.
Applicable Ordinance Provisions:
Zoning map amendment standards are found in Section 30-381 of the Zoning Ordinance.
Background Information, Property Location and Type:
The subject property, Christine Ann Domestic
Abuse Shelter, recently relocated to 240 Algoma
Boulevard from its previous location at 206
Algoma Boulevard. Nick Jenson, owner of 141
Church Avenue (Edward Jones Investments),
approached Christine Ann about purchasing a
small portion of 240 Algoma Boulevard. This is
area to be combined with his property at 141
Church Avenue via Certified Survey Map. This
will provide vehicular access to the back of his
property. The two properties are located within
two different zoning districts with 240 Algoma
Boulevard being I District and 141 Church
Avenue being UMU District. The Zoning
Ordinance prohibits split-zoned parcels so the
area being combined with 141 Church Avenue
needs to be rezoned to UMU District, matching
the rest of the property.
The surrounding area has predominantly institutional and governmental uses with a scattering
of commercial and low-density residential uses. This is all consistent with the Center City land
use recommendation indicated in the City’s Comprehensive Plan.
Subject Site
Existing Land Use Zoning
Institutional Institutional (I)
Adjacent Land Use and Zoning
Existing Uses Zoning
North Commercial Urban Mixed Use (UMU)
South Institutional Institutional (I)
East Commercial Urban Mixed Use (UMU)
West Institutional Institutional (I)
Recognized Neighborhood Organizations
Middle Village
Comprehensive Plan
Land Use Recommendation Land Use
2040 Comprehensive Land Use Recommendation Center City
ANALYSIS
The proposed zone change from I District to
UMU District will be 2,029 square feet in area,
approximately 98 feet long 20 feet wide. This
will enable 141 Church Avenue to attach this
area with the rest of the property as it will be
entirely within the UMU District. As previously
mentioned, the proposed zone change is
consistent with the Comprehensive Land Use
Plan recommendation of Center City for the
subject site.
A Certified Survey Map has been submitted to
the City for review. The lots show the
configuration of 141 Church Avenue and 240
Algoma Boulevard after the zone change and
land transfer as proposed.
FINDINGS/RECOMMENDATION/CONDITIONS
In its review and recommendation to the Common Council on an application for a Zoning Map
amendment, staff recommends the Plan Commission make the following findings based on the
criteria established by Chapter 30-381 (D)(2):
(a) Advances the purposes of this Chapter as outlined in Section 30-03 and the
applicable rules of Wisconsin Department of Administration and the Federal
Emergency Management Agency.
(b) Is in harmony with the Comprehensive Plan.
(c) Maintains the desired overall consistency of land uses, land use intensities, and
land use impacts within the pertinent zoning districts.
(d) Addresses any of the following factors that are not properly addressed on the
current Official Zoning Map:
(ii) Factors have changed (such as new data, infrastructure, market conditions,
development, annexation, or other zoning changes), making the subject
property more appropriate for a different zoning district.
Staff recommends approval of the zone change for a portion of 240 Algoma Boulevard from
Institutional (I) District to Urban Mixed Use (UMU) District with the findings listed above.
Plan Commission recommends approval of the requested zone change with the findings on
December 3, 2024. The following is Plan Commission’s discussion on the item.
Site Inspections Report: Ms. Propp, Mr. Nichols, Mr. Belville, Ms. Davey, Ms. Scheuermann,
and Mr. Perry reported visiting the site.
Staff report accepted as part of the record.
The applicant requests a zone change from the existing Institutional District (I) to Urban Mixed
Use (UMU) for a portion of a property located at 240 Algoma Boulevard.
Mr. Nau presented the items and reviewed the site and surrounding area as well as the land use
and zoning classifications in this area. The subject property, Christine Ann Domestic Abuse
Shelter, recently relocated to 240 Algoma Boulevard from its previous location at 206 Algoma
Boulevard. Nick Jenson, owner of 141 Church Avenue (Edward Jones Investments), approached
Christine Ann about purchasing a small portion of 240 Algoma Boulevard. This is area to be
combined with his property at 141 Church Avenue via Certified Survey Map (CSM). The
Zoning Ordinance prohibits split-zoned parcels so the area being combined with 141 Church
Avenue needs to be rezoned to UMU District, matching the rest of the property.
The proposed zone change from I District to UMU District will be 2,029 square feet in area,
approximately 98 feet long 20 feet wide. This will enable 141 Church Avenue to attach this area
with the rest of the property. The proposed zone change is consistent with the Comprehensive
Land Use Plan recommendation of Center City for the subject site.
A CSM has been submitted to the City for review. The lots show the configuration of 141
Church Avenue and 240 Algoma Boulevard after the zone change and land transfer is
completed.
Staff recommends approval of the proposed zone change with the findings listed in the staff
report.
Mr. Perry opened up technical questions to staff.
Mr. Perry opened the public hearing and asked if the owner and/or applicant wanted to make
any statements.
Alicia Wegner; 240 Algoma Avenue, Executive Director at Christine Ann Domestic Abuse
Services. She stated that the sale of a small portion of 240 Algoma Avenue to Nick Jensen will
enable clientele to access 141 Church Avenue.
Nick Jensen; 141 Church Avenue, stated that he is in support of this project and that Christine
Ann is a great neighbor.
Mr. Perry asked if any members of the public wished to speak.
Mr. Perry closed the public hearing.
There was no closing statement from the applicant.
Motion by Davey to adopt the findings and recommendation as stated in the staff report.
Seconded by Scheuermann.
Mr. Perry asked if there was any discussion on the motion.
Mr. Perry stated that this is a wonderful example of two property owners getting together and
working out a solution.
Motion carried 7-0.
CHURCH AV
ALGOMA BLVD
J:\GIS\Planning\Plan Commission Site Plan Map Template\2023 Plan Commission Site Plan Map Template.mxd User: katrinam
Prepared by: City of Oshkosh, WI
Printing Date: 10/25/2024
1 in = 60 ft
1 in = 0.01 mi¯SITE PLAN
City of Oshkosh maps and data are intended to be used for general identification purposes only, and the City of Oshkoshassumes no liability for the accuracy of the information. Those using the information are responsible for verifying accuracy. Forfull disclaimer please go to www.ci.oshkosh.wi.us/GISdisclaimer
Page 4
ZONE CHANGE
PC: 12-3-2024
OASD REC GYM/BOE
C/O BUSINESS MANAGER
PO BOX 3048
OSHKOSH WI 54903-3048
CHURCH AVE PROPERTIES LL
125 CHURCH AVE
OSHKOSH WI 54901-4745
THOMAS/DIANE LAMMERS
131 CHURCH AVE
OSHKOSH WI 54901-4745
BARBARA YOUNG
DAVID J NESSELER
135 CHURCH AVE
OSHKOSH WI 54901-4765
CHRISTINE ANN D A S INC
206 ALGOMA BLVD
OSHKOSH WI 54901-4740
K R/MICHELLE A WATWOOD
143 CHURCH AVE
OSHKOSH WI 54901-4745
NICK A/LISA M JENSEN
4737 INDIAN BEND RD
OSHKOSH WI 54904-7045
MIDDLE VILLAGE NBHD ASSOC
EMAILED
Page 5
DIVISION ST
CENTRALST
CHURCH AV
ALGOMA BLVD
HIGH AV
J:\GIS\Planning\Plan Commission Site Plan Map Template\2023 Plan Commission Site Plan Map Template.mxd User: katrinam
Prepared by: City of Oshkosh, WI
Printing Date: 10/25/2024
1 in = 120 ft
1 in = 0.02 mi¯BASE MAP
City of Oshkosh maps and data are intended to be used for general identification purposes only, and the City of Oshkoshassumes no liability for the accuracy of the information. Those using the information are responsible for verifying accuracy. Forfull disclaimer please go to www.ci.oshkosh.wi.us/GISdisclaimer
Page 6
MERRITT AV
HUDSON AV
DAWES ST
COMMERC
E
ST
W PAR KWAY AV
DIVISION ST
NORTHWESTERN AV
OTTER AV
MT VERNON ST
JEFFERSON ST
PEARL AV
COURT ST
CITY CENTER
CAMPUS PL
WAUGOO AV
CHURCHAV
PEARL AV
DAWES ST
IDA AV
FULTON AV
MT VERNON ST
E PARKWAY AV
CHURCHAV
MARKETST
RIVERWAY DR
DIVISION ST
BROWN ST
MARKETST
DIVISION ST
CENTRAL ST
FREDERICK ST
DIVISION ST
CENTRAL ST
FRANKLIN ST
FREDERICK ST
WRIGHT ST
CHERRY ST
UNION AV OXFORD AV
DALE AV
MA
DIS
ON
S
T
AMHERST AVAMHERST AV
JEFFERSON ST
MARION RD
FRANKLIN
ST
STATE ST
CENTRAL ST
N MAIN ST
E IRVING AVW IRVING AV
CEAPEAV
ALGOMA BLVD
HIGH AV
WISCONSIN ST
WASHINGTON AV
ELM
W
O
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D
A
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JACKSON ST
C M U
C M U
C M U
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C M U -P D C M U -P D
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CM U -RF O
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I-PD
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I -P D
I-P D
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I -P DI-P D
I-P D
I -P D -R F OI-P D -R F O
I-P D -U T O
I-U T O
MR -20-U T O
M R -3 6
M R -3 6 -U TO
MULTIPLE
R M U -P D -R F O
R M U -P D -R F O
T R -1 0
TR-10
T R -1 0
TR -1 0
T R -1 0 -P D
T R -1 0 -P D
TR -10 -U TO
TR -1 0P D U T O
U M U
U M U
U M U
U M U
U M U
U M U
U M U
U M U -P D
U M U -P D
U M U -P D
UMU-PD
U M U -P D -U T O U M U -U T O
U M U -U TO
J:\GIS\Planning\Plan Commission Site Plan Map Template\2023 Plan Commission Site Plan Map Template.mxd User: katrinam
Prepared by: City of Oshkosh, WI
Printing Date: 10/25/2024
1 in = 500 ft
1 in = 0.09 mi¯ZONING MAP
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Page 7
DIVISION ST
CENTRALST
CHURCH AV
ALGOMA BLVD
HIGH AV
J:\GIS\Planning\Plan Commission Site Plan Map Template\2023 Plan Commission Site Plan Map Template.mxd User: katrinam
Prepared by: City of Oshkosh, WI
Printing Date: 10/25/2024
1 in = 120 ft
1 in = 0.02 mi¯AERIAL MAP
City of Oshkosh maps and data are intended to be used for general identification purposes only, and the City of Oshkoshassumes no liability for the accuracy of the information. Those using the information are responsible for verifying accuracy. Forfull disclaimer please go to www.ci.oshkosh.wi.us/GISdisclaimer
Page 8
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Julie Calmes, Finance Director
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-18 Amend Fee Schedule for Sanitary Sewer Use Charges for Hauled Waste Charges
B A C KGRO UN DBACKGROUND
At the December 10, 2024 meeting Finance brought forward the recommended sanitary sewer rates to
be put into effect as of January 1, 2025. Resolution 24-683 passed at that meeting. Unfortunately, there
was a typo in the rate schedule that was attached to that resolution. So, Finance is bringing this
resolution forward to correct the attachment that was approved in December.
A N A L Y SI SANALYSIS
SANITARY SEWER UTILITY
In 2024, the sanitary sewer rates were increased as of January 1, 2024 and also as of April 1, 2024. The
April increase was due to the special assessment decision that the Council had made. As you can see
on the attachment, the Hauled Waste Charges incorrectly listed the January 1, 2024 rates instead of the
April 1, 2024 rates. We were not proposing to change these rates for 2025, but leave them the same as
what is currently being charged. However, the wrong rate was shown in the previous attachment.
FI SC A L I M P A CTFISCAL I M P A C T
There is no fiscal impact for this change. The updated attachment shows the Hauled Waste Charges at
the current rates that were in place as of April 1, 2024.
REC O M M E N D A TI ONRECOMMENDATION
Staff recommends that Council pass the sewer rate schedule for 2025.
A t t a chment sAttachments
RES 25-18
Updated Sewer Use Charges Fee Schedule
01/14/2025 25-18 RESOLUTION
CARRIED 6-0
PURPOSE: AMEND FEE SCHEDULE FOR SANITARY SEWER USE CHARGES FOR HAULED WASTE CHARGES
INITIATED BY : CITY ADMINISTRATION
WHEREAS, the Wastewater Systems Ordinance, Chapter 24, of the Municipal Code provides for the
adoption of a fee schedule for wastewater service charges; and
WHEREAS, the Common Council approved updated sanitary sewer use charges effective January 1, 2025
by Resolution 24-683 adopted on December 10, 2024; and
WHEREAS, it was determined that the charges for Hauled Waste included in the updated sanitary sewer
charges were not the most current charges and it is therefore necessary to update the sewer use charges to
include the previously approved increases which were effective on and after April 1, 2024.
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the attached
Amendment to the Sewer Use Charges Fee Schedule pertaining to Hauled Waste Charges is hereby
adopted and shall be in full force and effect on and after January 1, 2025. City staff are hereby authorized
and directed to update and include the appropriate Hauled Waste Charges as modified by this Resolution
in the current Fee Schedule for Sanitary Use Charges for the City.
Table 1
Comparison of Existing vs. Proposed Rates
City of Oshkosh, WI
2025 $%
Current Proposed Change Change
Domestic Sewerage Customers
Monthly Fixed Charge
5/8" $12.15 $12.39 $0.24 1.97%
3/4" $12.15 $12.39 $0.24 1.97%
1" $19.59 $20.24 $0.65 3.31%
1 1/4" $25.78 $26.78 $1.00 3.88%
1 1/2" $31.97 $33.32 $1.35 4.23%
2" $46.84 $49.02 $2.18 4.66%
3" $81.53 $85.65 $4.12 5.06%
4" $131.08 $137.99 $6.91 5.27%
6" $254.97 $268.82 $13.85 5.43%
8" $403.63 $425.81 $22.18 5.50%
10" $626.63 $661.31 $34.68 5.53%
12" $874.40 $922.97 $48.57 5.55%
Volumetric Charge per 100 CU. FT. $6.62 $7.12 $0.50 7.58%
Monthly flat charge (Based Upon 4.34 CCF/Mo.)$40.88 $43.33 $2.45 5.98%
Non Domestic Customers
Monthly Facilities Charge
Volumetric Rate
High Strength Industrial
Surcharge Rate BOD /lb $0.771 $0.810 $0.04 5.05%
Surcharge Rate TSS /lb $0.585 $0.710 $0.12 21.30%
Surcharge Rate Phosphorus /lb $6.512 $7.932 $1.42 21.80%
Surcharge Rate NH3-N /lb $1.697 $1.789 $0.09 5.47%
Hauled Waste Charges
Septic Tank Rate per 1,000 gal $99.75 $99.75 $0.00 0.00%
Holding Tank Rate per 1,000 gal $7.29 $7.29 $0.00 0.00%
Porta Potty Waste Rate per 1,000 gal $59.34 $59.34 $0.00 0.00%
Reading/Billing of "Credit" Meter for "Water Only" Usage $1.67 $1.67 $0.00 0.00%
Annual Cost for Average Residential User $489.20 $519.56 $30.35 6.20%
Monthly Increase $2.53
TY2022 Sewer Rate Study
City of Oshkosh, WI
Prepared 1/8/2025
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Jim Collins, Director of Transportation
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-19 Approve Amendment to Agreement Between City of Oshkosh/GO Transit and Fox
Valley Technical College Extending Term of Agreement for Student Ridership Through
December 31, 2025
B A C KGRO UN DBACKGROUND
GO Transit has partnered with FVTC with a revenue agreement for approximately 10 years. This program
allows current FVTC students to ride GO Transit for no fare. This amendment extends the current contract
an extra year.
A N A L Y SI SANALYSIS
GO Transit's partnership with FVTC has been mutually beneficial. FVTC's students are able to get around
the city as needed, as well as to and from class. In addition to the revenue received, this program also
trains and encourages lifelong transit riders.
FI SC A L I M P A CTFISCAL I M P A C T
The fiscal impact of this contract amendment is $29,000 in fare revenue for GO Transit.
REC O M M E N D A TI ONRECOMMENDATION
I recommend approval.
A t t a chment sAttachments
RES 25-19
FVTC Pass Agreement extension January 2025
01/14/2025 25-19 RESOLUTION
CARRIED 6-0
PURPOSE: APPROVE AMENDMENT TO AGREEMENT BETWEEN CITY OF OSHKOSH/GO TRANSIT AND FOX VALLEY
TECHNICAL COLLEGE EXTENDING TERM OF AGREEMENT FOR STUDENT RIDERSHIP THROUGH DECEMBER 31, 2025
INITIATED BY : TRANSPORTATION DEPARTMENT
WHEREAS, the City of Oshkosh/GO Transit and Fox Valley Technical College have had a longstanding
agreement that allows for student ridership; and
WHEREAS, the current agreement expired December 31st and Fox Valley Technical College has requested
an amendment to the Agreement for an additional year expiring December 31, 2025.
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the proper City
officials are hereby authorized to enter into and take those steps necessary to implement an Amendment to
the Agreement between the City of Oshkosh/GO Transit and Fox Valley Technical College to extend the
recently expired Agreement for Student Ridership through December 31, 2025 in substantially the same form
as attached hereto, any changes in the execution copy being deemed approved by their respective
signatures.
AMENDMENT TO CONTRACT BETWEEN
CITY OF OSHKOSH / GO TRANSIT
AND
FOX VALLEY TECHNICAL COLLEGE
Whereas, the City of Oshkosh (“City”) and Fox Valley Technical College (“FVTC”) have
previously entered into agreements for the use of City bus service by FVTC students; and
Whereas, the most recent Agreement, as previously extended by mutual agreement of the
parties, expired on December 31, 2024; and
Whereas, the parties wish to enter into an Amendment to the current Agreement to extend
it for an additional year on the same terms and conditions.
Now, Therefore the Parties agree as follows:
The parties agree that they each receive a business benefit through this amendment.
The City and FVTC agree that the Contract Between City of Oshkosh/GO Transit and Fox
Valley Technical College originally dated December 2019 and covering calendar years 2020
– 2022 with optional extensions to December 31, 2024 is hereby renewed to extend the term
for an additional calendar year, terminating on December 31, 2025.
All other portions of the original Agreement shall remain unaltered by this Amendment
and in full force and effect.
The City of Oshkosh hereby duly executes this Amendment the ___ day of January, 2025.
By: ______________________________
John Fitzpatrick, Interim City Manager
By: ______________________________
Lynn A. Lorenson, City Attorney
By: _____________________________
Diane Bartlett, City Clerk
The Fox Valley Technical College (FVTC) hereby duly executes this Agreement the _______
day of January, 2025.
By: ________________________________
Rahsaan J. Dunn
Manager - Student Development and
Engagement
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Kelly Nieforth, Director of Community Development
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-20 Approve Preliminary Plat for the Creation of an 18-Lot Single-Family Residential
Subdivision at the Former Washington School Property, 929 Winnebago Avenue (Plan
Commission Recommends Approval)
B A C KGRO UN DBACKGROUND
The subject site is the former Washington Elementary School property which the City purchased from the
Oshkosh Area School District in September of 2024. The 2.831-acre lot is located between Winnebago and
School Avenues, with 552 feet and 430 feet of street frontage, respectively. The property was purchased
to redevelop the site for single family housing which has been identified as a need in the Oshkosh Housing
Plan. The school building is scheduled to be razed during the winter of 2025. The site will be completely
cleared and prepped for this proposed development consisting of eighteen (18) new single-family
residential lots.
The general area is predominantly a well-established single-family neighborhood with a scattering of two-
family uses, a church to the east and some commercial establishments along Bowen Street. The
Comprehensive Land Use Plan Map was amended in July of 2024, changing the recommended use from
Institutional to Low-Density Residential to accommodate the redevelopment.
A N A L Y SI SANALYSIS
The preliminary plat utilizes the entire 2.831-acre lot and is proposed to be platted with 18 single-family
lots. The proposed lots range in size from 5,548 square feet (0.127 acres) to 9,772 square feet (0.224 acres).
Lot widths along Winnebago Avenue are proposed to be 55 feet in width (except Lot 18 which will be 59
feet) while the lots along School Avenue will be 52 feet (except Lot 1 which will be 66 feet). All the
proposed lots meet the SR-9 minimum code requirements in regard to width (30 feet), depth (100 feet)
and area (4,500 square feet) and is not out of character with other lots west and east of the site. With the
proposed dwelling unit total of eighteen (18) units on the 2.831-acre area, the density for the
development is considered low at approximately 6.4 units per acre (one unit per 6,852 square feet). The
SR-9 zoning district has a maximum density of approximately 9 units per acre or one unit per 4,840 square
feet.
The proposed plat does not have any new right-of-way dedications; the new lots will have direct street
frontage to either Winnebago or School Avenue. The plat does not include area for parkland dedication.
The City determined by use of the recently updated Comprehensive Outdoor Recreation Plan (CORP)
that there are sufficient recreational facilities nearby. Instead of land dedication, the City will pay fees in-
lieu-of which amounts to $7,200 ($400 per lot) to be used on future park improvements throughout the
city.
After preliminary plat approval, the City will submit the Final plat for review and approval. Currently, plans
for utility laterals for each lot and stormwater management are being designed and will be bid out by
Spring for installation in Summer of 2025. Staff is proposing a workshop with Council in early 2025 to discuss
the details of the housing program on the site to ensure the homes are sold as affordable to residents
who earn within 80%-140% of the area's median income of $100,000 ($80,000 to $140,000 annually). Habitat
for Humanity will purchase nine (9) lots from the City over the next 4-6 years depending on their needs.
The City will send out an RFP by Summer of 2025 for a master builder to construct homes on the city's nine
(9) lots in 2025 through 2026. The builder will utilize the city's new design book that was created to provide
home plans for new homes to be constructed on infill lots in the City and will blend in with the existing
homes.
REC O M M E N D A TI ONRECOMMENDATION
The Plan Commission recommended approval on January 7, 2025. Please see the attached staff report
and meeting minutes for additional information.
A t t a chment sAttachments
RES 25-20
Washington School Preliminary Plat Attachment
01/14/2025 25-20 RESOLUTION
CARRIED 6-0
PURPOSE: APPROVE PRELIMINARY PLAT FOR THE CREATION OF AN 18-LOT SINGLE-FAMILY RESIDENTIAL
SUBDIVISION AT THE FORMER WASHINGTON SCHOOL PROPERTY, 929 WINNEBAGO AVENUE
INITIATED BY : COMMUNITY DEVELOPMENT
PLAN COMMISSION RECOMMENDATION: Approved w/ findings
BE IT RESOLVED by the Common Council of the City of Oshkosh that the preliminary plat for the creation of an
eighteen (18)-lot single-family residential subdivision at the former Washington Elementary School, 929
Winnebago Avenue, is hereby approved with the following findings:
To preserve and enhance existing cities and villages, and encourage compact balanced growth
shared by, and in association with, all the region's cities and villages.
1.
To direct new growth to those areas capable of providing a full range of urban services and facilities.2.
To prevent scattered and noncontiguous development without discouraging new and desirable
development.
3.
To ensure that new development will not be detrimental to the physical, social, and economic
wellbeing of residents of the City or the County.
4.
To ensure that new development will be organized and timed so as to permit urban services and
facilities to be provided as economically and efficiently as possible.
5.
ITEM: PRELIMINARY PLAT FOR THE CREATION OF AN 18-LOT SINGLE-FAMILY
RESIDENTIAL SUBDIVISION AT THE FORMER WASHINGTON
ELEMENTARY SCHOOL PROPERTY, 929 WINNEBAGO AVENUE
(WASHINGTON SCHOOL PRELIMINARY PLAT)
Planning Commission Meeting of January 7, 2025
GENERAL INFORMATION
Petitioner/Owner: City of Oshkosh
Actions Requested:
The City is requesting the approval of a development plan for an 18-lot single-family residential
land division/preliminary plat.
Applicable Ordinance Provisions:
Requirements governing platting are located within Article XIII, Subdivisions; Sections 30-441
through 30-446 of the Zoning Ordinance.
Property Location and Type:
The subject site is the former Washington Elementary School property which the City purchased
from the Oshkosh Area School District in September of 2024. The 2.831-acre lot is located between
Winnebago and School Avenues, with 552 feet and 430 feet of street frontage, respectively. The
property was purchased to redevelop the site for single family housing which has been identified
as a need in the Oshkosh Housing Plan. The school building is scheduled to be razed during the
winter of 2025. The site will be completely
cleared and prepped for this proposed
development consisting of 18 new single-
family residential lots.
The general area is predominantly a well-
established single-family neighborhood
with a scattering of two-family uses, a
church to the east and some commercial
establishments along Bowen Street. The
Comprehensive Land Use Plan Map was
amended in July of 2024, changing the
recommended use from Institutional to
Low-Density Residential to accommodate
the redevelopment.
Subject Site
Existing Land Use Zoning
Vacant/Former Elementary School Single Family Residential-9 (SR-9)
Washington School Site
Adjacent Land Use and Zoning
Existing Uses Zoning
North Single-Family Residential Single Family Residential-9 (SR-9)
South Single and Two-Family Residential Single Family Residential-9 (SR-9)
East Single-Family Residential Single Family Residential-9 (SR-9)
West Single and Two-Family Residential Single Family Residential-9 (SR-9)
Land Use Recommendation Land Use
2040 Comprehensive Land Use Recommendation Light Density Residential
ANALYSIS
The preliminary plat utilizes the entire 2.831-acre lot and is proposed to be platted with 18 single-
family lots. The proposed lots range in size from 5,548 square feet (0.127 acres) to 9,772 square feet
(0.224 acres). Lot widths along Winnebago Avenue are proposed to be 55 feet in width (except Lot
18 which will be 59 feet) while the lots along School Avenue will be 52 feet (except Lot 1 which
will be 66 feet). All of the proposed lots meet the SR-9 minimum code requirements in regard to
width (30 feet), depth (100 feet) and area (4,500 square feet) and is not out of character with other
lots west and east of the site. With the proposed dwelling unit total of 18 units on the 2.831-acre
area, the density for the development is considered low at approximately 6.4 units per acre (one
unit per 6,852 square feet). The SR-9 zoning district has a maximum density of approximately 9
units per acre or one unit per 4,840 square feet.
The proposed plat does not have any new right-of-way dedications; the new lots will have direct
street frontage to either Winnebago or School Avenue. The plat does not include area for
parkland dedication. The City determined by use of the recently updated Comprehensive
Outdoor Recreation Plan (CORP) that there are sufficient recreational facilities nearby. Instead of
land dedication, the City will pay fees in-lieu-of which amounts to $7,200 ($400 per lot).
The Department of Public Works has reviewed availability of city utilities to serve the
development and reported that City water and sanitary is available from both Winnebago and
School Avenues.
City Police and Fire Departments have reviewed the plan and have not indicated any problems
relative to servicing the proposed development. The Oshkosh Area School District has been
notified of the proposed subdivision and has not responded with concerns about being able to
accommodate the additional population.
After preliminary plat approval, the City will submit the Final plat for review and approval. After
final plat approval, the City is expecting to break ground for utility construction in Spring of 2025.
RECOMMENDATIONS/CONDITIONS
Staff recommends approval of the 18-lot Washington School Preliminary Plat as proposed.
Plan Commission recommended approval of the requested preliminary plat. The following is
Plan Commission’s discussion on the item.
Site Inspections Report: Mr. Nichols, Mr. Belville, Ms. Davey, and Mr. Perry reported visiting the
site.
Staff report accepted as part of the record.
The City is requesting the approval of a development plan for an 18-lot single-family residential
land division/preliminary plat.
Mr. Nau presented the items and reviewed the site and surrounding area as well as the land use
and zoning classifications in this area. Staff recommends approval of the 18-lot Washington
School Preliminary Plat as proposed
Mr. Perry opened up technical questions to staff.
Mr. Nichols had questions regarding the City’s architectural design book and the plat process.
Ms. Nieforth spoke about the design book and the proposed development. She also talked in
detail about the plats, neighborhood feedback, and sharing information.
Ms. Davey wanted more clarification on the decision to not reserve park space.
Ms. Nieforth discussed the recently updated Comprehensive Outdoor Recreation Plan (CORP),
and how this area has parks, Stevens and Menominee, nearby.
Mr. Perry opened public comment and asked if the applicant wanted to make any statements.
City staff did not have any more comments.
Mr. Perry asked if any members of the public wished to speak.
Ron Hansche, of 52 Eveline Street in Oshkosh, project coordinator for the Stevens Park
Neighborhood Association. He wants the design of the new homes to fit the neighborhood, more
information shared with the neighborhood, and the Stevens Park Neighborhood Association
Steering Committee invited to attend meetings regarding this site/project.
Juan Garcia Oyervides, of 1115 Winnebago Avenue in Oshkosh, had questions regarding the
project, specifically lead pipe replacements.
Mr. Perry closed public comment.
Mr. Perry reopened technical questions to staff
Ms. Davey wanted Department of Public Works (DPW) staff to speak regarding public comment.
Mr. Kiefer, Mr. Nichols, and Ms. Nieforth had questions for DPW staff regarding utilities and
utility work in the area.
Mr. Gierach discussed the new utilities to be installed on any newly created parcels on the subject
site, the lead service replacement program for existing properties, and potential funding available
for lead service replacement.
Mr. Nichols wanted more discussion regarding the housing options in the design book.
Ms. Nieforth discussed the home designs and the future new homes.
Mr. Witte stated there are approximately one-hundred and twenty (120) home option variations
in the design book.
Motion by Kiefer to adopt the findings and recommendation as stated in the staff report.
Seconded by Belville.
Mr. Perry asked if there was any discussion on the motion.
Mr. Nichols and Mr. Belville spoke in support of this project.
Motion carried 5-0; Perry voted Present.
Page 4
PRELIMINARY PLAT - 929 WINNEBAGO AVENUE - PC: 1-7-2025
NOTICES WERE MAILED TO:
ROBERTO CASTILLO/TANIA TAMAYO LEYVA 519 E MAPLE ST APPLETON WI 54915 1802
KAOO GROUP LLC 7855 GREEN LINKS DR SE CALEDONIA MI 49316 7619
EK REAL ESTATE FUND I LLC PO BOX 818081 CLEVELAND OH 44181 8081
ADAM A SASSE 2279 GLEN OAKS CIR COTTAGE GROVE WI 53527 9218
PAUL H ENGLER C/O MARY NELSON 2605 BAUMGARTNER DR LA CROSSE WI 54603 8503
SAND BETWEEN LLC 212 CEDAR DR N MYRTLE BEACH SC 29575 3853
BREEZY HOMES LLC 602 WISCONSIN AVE N FOND DU LAC WI 54937 1334
HAPPY BRAD RENTALS LLC E8869 MANSKE RD NEW LONDON WI 54961 8934
SHANE J KNABENBAUER 1002 WINNEBAGO AVE OSHKOSH WI 54901 5329
GEOFFREY D/HEATHER L SCHWARTZ 1003 SCHOOL AVE OSHKOSH WI 54901 5314
MICHAEL A/RANDI L SELNER 1006 WINNEBAGO AVE OSHKOSH WI 54901 5329
GERALD F HEISLER/D J FIELDS 1010 WINNEBAGO AVE OSHKOSH WI 54901 5329
LISE MAY 1011 SCHOOL AVE OSHKOSH WI 54901 5314
KAKONGE WAKAKONGE/KABEMBO KIZABI 1015 SCHOOL AVE OSHKOSH WI 54901 5314
SCOT G/CLAIRE E PENNELL 1016 WINNEBAGO AVE OSHKOSH WI 54901 5329
CHRISTOPHER NOEL/DELANEY WARDEN 1020 WINNEBAGO AVE OSHKOSH WI 54901 5329
RENEE K MAKI 1025 SCHOOL AVE OSHKOSH WI 54901 5314
BREANNA R SCHNEIDER 1026 WINNEBAGO AVE OSHKOSH WI 54901 5329
SARA A WEIDNER 1029 SCHOOL AVE OSHKOSH WI 54901 5314
KEVIN J SMERLING 1030 SCHOOL AVE OSHKOSH WI 54901 5315
JESSE J GYLDENVAND 1030 WINNEBAGO AVE OSHKOSH WI 54901 5329
ZACHARY D THOMAS 1033 SCHOOL AVE OSHKOSH WI 54901 5314
MARGARET A GRUNDY LIFE ESTATE 1034 SCHOOL AVE OSHKOSH WI 54901 5315
DA NENG VANG 1100 WINNEBAGO AVE OSHKOSH WI 54901 5331
KARI A USELMAN 1103 SCHOOL AVE OSHKOSH WI 54901 5316
JACOB T/ERIN E DEWILDE 1104 SCHOOL AVE OSHKOSH WI 54901 5317
JASON GOMOLL 1105 WINNEBAGO AVE OSHKOSH WI 54901 5330
DAVID J/LORIE J BUNKE 1107 SCHOOL AVE OSHKOSH WI 54901 5316
ARLEN L NEUBAUER 1108 SCHOOL AVE OSHKOSH WI 54901 5317
NATHANIEL J/AMANDA J FRANK 1111 WASHINGTON AVE OSHKOSH WI 54901 5355
JASON WERNER 1111 WINNEBAGO AVE OSHKOSH WI 54901 5330
JONATHAN D WILSON 1112 SCHOOL AVE OSHKOSH WI 54901 5317
SANTO A/CHELSEA S MORALES 1113 SCHOOL AVE OSHKOSH WI 54901 5316
CHU PAING/JUAN GARCIA OYERVIDES 1115 WINNEBAGO AVE OSHKOSH WI 54901 5330
JASON S VANMATRE 1118 SCHOOL AVE OSHKOSH WI 54901 5317
BREANNA V PAULSON 1119 SCHOOL AVE OSHKOSH WI 54901 5316
THAO YANG/NENG XIONG 1119 WINNEBAGO AVE OSHKOSH WI 54901 5330
DENNIS F RIOUX/STACEY A OTTO 1121 WINNEBAGO AVE OSHKOSH WI 54901 5330
LUIS B HERNANDEZ 1122 SCHOOL AVE OSHKOSH WI 54901 5317
KENNETH MONROE 1125 SCHOOL AVE OSHKOSH WI 54901 5316
DAYANA DUARTE/JAZZRIC OROZCO 1125 WINNEBAGO AVE OSHKOSH WI 54901 5330
GAYLE V RIOUX LIVING TRUST 1126 WINNEBAGO AVE OSHKOSH WI 54901 5331
SARA C JUNGWIRTH 1128 SCHOOL AVE OSHKOSH WI 54901 5317
ELIZABETH A WILLIAMS 1131 SCHOOL AVE OSHKOSH WI 54901 5316
LUIS A POMALES 1132 SCHOOL AVE OSHKOSH WI 54901 5317
STEPHANY LEURQUIN 1132 WINNEBAGO AVE OSHKOSH WI 54901 5331
WILLIAM/JULIA KNUDSON 1202 SCHOOL AVE OSHKOSH WI 54901 5319
TODD S MOXHAM 1202 WINNEBAGO AVE OSHKOSH WI 54901 5333
Page 5
PRELIMINARY PLAT - 929 WINNEBAGO AVENUE - PC: 1-7-2025
NOTICES WERE MAILED TO:
OSCAR R/ILIANA REYES JR 1207 SCHOOL AVE OSHKOSH WI 54901 5318
MATTHEW/LISA HOERRES 1207 WINNEBAGO AVE OSHKOSH WI 54901 5332
LANE C KLINE 1208 WINNEBAGO AVE OSHKOSH WI 54901 5333
DAVID M JONES LIVING TRUST 1209 WINNEBAGO AVE OSHKOSH WI 54901 5332
DENNIS P MCCARTHY 1210 SCHOOL AVE OSHKOSH WI 54901 5319
ANGELA MASTERS 1212 WINNEBAGO AVE OSHKOSH WI 54901 5333
ELLEN A BECKER 1217 SCHOOL AVE OSHKOSH WI 54901 5318
DAVID D PETERSON 1217 WINNEBAGO AVE OSHKOSH WI 54901 5332
DEBRA K CRAM 1220 SCHOOL AVE OSHKOSH WI 54901 5319
MELISSA A BISCHOFF 1224 WINNEBAGO AVE OSHKOSH WI 54901 5333
THOMAS/CARRI JANKOWSKI 1225 WINNEBAGO AVE OSHKOSH WI 54901 5332
MARY E KURBIS 1226 SCHOOL AVE OSHKOSH WI 54901 5319
JOEL/CARRIE HOGAN 1352 CONGRESS AVE OSHKOSH WI 54901 2750
JOSEPH E PERZENTKA 1353 OTTER AVE OSHKOSH WI 54901 5452
CHRISTOPHER E/VAN WALKER 231 E LINCOLN AVE OSHKOSH WI 54901 4520
AVERY F/ANGELICA C KOSSEL 30 EVELINE ST OSHKOSH WI 54901 5428
JASON L PAGE 323 ROSALIA ST OSHKOSH WI 54901 5364
NEDRA MCGONIGLE 327 ROSALIA ST OSHKOSH WI 54901 5364
JAMES M PECK/JUDY HILLHOUSE 329 ROSALIA ST OSHKOSH WI 54901 5364
ALEX J/MEGAN L DREIKOSEN 333 ROSALIA ST OSHKOSH WI 54901 5364
JOSEPH A MATUSINEC JR REV TRUST 337 ROSALIA ST OSHKOSH WI 54901 5364
NICOLET INVESTMENTS LLP 3389 COUNTY ROAD A OSHKOSH WI 54901 1414
SARAH WOLLNER 341 ROSALIA ST OSHKOSH WI 54901 5364
AARON BUSSE 344 BOWEN ST OSHKOSH WI 54901 5157
WOODCHUCKS BAR AND GRILL LLC 351 ROSALIA ST OSHKOSH WI 54901 5364
TRINITY EV LUTH CHURCH 370 BOWEN ST OSHKOSH WI 54901 5157
ALAN L/KAY M STENERSON 3742 FOND DU LAC RD OSHKOSH WI 54902 7346
JOHN P RASMUSSEN 4062 OREGON ST OSHKOSH WI 54902 8831
JOSEPH A/JODY A ROBL 4117 ALIDA LN OSHKOSH WI 54904 9390
DANIEL J MEISEL 513 W 6TH AVE OSHKOSH WI 54902 5915
MIDSTATE PROPERTY MANAGEMENT LLC 630 STARBOARD CT W UNIT A OSHKOSH WI 54901 2079
JAMES R STEINBERG 651 FRANKLIN ST OSHKOSH WI 54901 4340
SYLVIA STANG 808 SCHOOL AVE OSHKOSH WI 54901 5311
NICOLE HENRY 811 WINNEBAGO AVE OSHKOSH WI 54901 5370
BRANDON, DARRELL & MARY CHAPIN 821 WINNEBAGO AVE OSHKOSH WI 54901 5370
CRAIG/EMILY SAMPO 824 SCHOOL AVE OSHKOSH WI 54901 5311
KENNETH A/ROSE M LEACH JR 824 WINNEBAGO AVE OSHKOSH WI 54901 5371
ROBIN R LOSSE 825 WINNEBAGO AVE OSHKOSH WI 54901 5370
MARK M/SANDRA J SCHMIDT 828 SCHOOL AVE OSHKOSH WI 54901 5311
DYLAN STARAL 831 WINNEBAGO AVE OSHKOSH WI 54901 5370
ALEXIS D SOMMER 832 WINNEBAGO AVE OSHKOSH WI 54901 5371
ZACHARY P GRABNER 835 WINNEBAGO AVE OSHKOSH WI 54901 5370
GAYLE L SCHRADER 836 SCHOOL AVE OSHKOSH WI 54901 5311
MATTHEW C RINGENBERG 900 WINNEBAGO AVE OSHKOSH WI 54901 5327
AMY WHITCOMB 903 WINNEBAGO AVE OSHKOSH WI 54901 5326
MR/MRS NAOVANG LOR 909 SCHOOL AVE OSHKOSH WI 54901 5312
BARBARA M BATZNER 909 WINNEBAGO AVE OSHKOSH WI 54901 5326
ROBERT J HART 910 WINNEBAGO AVE OSHKOSH WI 54901 5327
Page 6
PRELIMINARY PLAT - 929 WINNEBAGO AVENUE - PC: 1-7-2025
NOTICES WERE MAILED TO:
MAI DER C MUELLER 912 SCHOOL AVE OSHKOSH WI 54901 5313
SUSAN I LAIN 917 SCHOOL AVE OSHKOSH WI 54901 5312
DANIEL J/ANGELA C SMIDL 918 SCHOOL AVE OSHKOSH WI 54901 5313
MAI YIA M LOR 921 SCHOOL AVE OSHKOSH WI 54901 5312
TIFFANY D PEARSON 922 WINNEBAGO AVE OSHKOSH WI 54901 5327
BETTY L HABER 931 SCHOOL AVE OSHKOSH WI 54901 5312
KRISTINE FROHRIB 932 WINNEBAGO AVE OSHKOSH WI 54901 5327
MARK S NEKOLI 935 SCHOOL AVE OSHKOSH WI 54901 5312
MATTHEW P/JANE P MIKKELSEN PO BOX 1623 OSHKOSH WI 54903 1623
DEVON E/SUSAN K JONES PO BOX 166 OSHKOSH WI 54903 0166
1229 SCHOOL AVENUE LLC PO BOX 1835 OSHKOSH WI 54903 1835
WINNEBAGO COUNTY PO BOX 2806 OSHKOSH WI 54903 2806
PRP PROPERTIES LLC PO BOX 3911 OSHKOSH WI 54903 3911
STEVENS PARK NBHD ASSOC EMAILED TO REP
MENOMINEE SOUTH NBHD ASSOC EMAILED TO REP
RIVER EAST NBHD ASSOC EMAILED TO REP
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TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Justin Gierach, Engineering Division Manager/City Engineer
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-21 Approve Installation of New Sidewalk:
Bay Shore Drive, South Side, from Broad Street to Mill Street
Bay Street, Both Sides, from Bay Shore Drive to Lake Winnebago
B A C KGRO UN DBACKGROUND
St a t e of Wis cons in St a t ut es §66.0907 (1) St a t e o f Wis cons in St a t ut es §66.0907 (1) states that "Streets shall provide a right-of-way for vehicular
traffic and, where the council requires, a sidewalk on either or both sides of the street. The sidewalk shall
be for the use of persons on foot ..." St a t e of Wis cons in St a t ut es §66.0907 (3) (a )St a t e o f Wis cons in St a t ut es §66.0907 (3) (a ) states "The council
may by ordinance or resolution determine where sidewalks shall be constructed ..."
The Department of Public Works, in collaboration with the Transportation Department, presented an item
to the Transportation Advisory Board on December 10, 2024. The agenda sought a recommendation on
the installation of sidewalks along Bay Shore Drive and Bay Street. Following a discussion, the
Transportation Advisory Board endorsed the proposal on a 6-0 vote to include the sidewalk installations
as part of the Project.
The Bay Shore Drive and Bay Street Reconstruction Project is proposed to install sidewalk and any
necessary handicap ramps on the south side of Bay Shore Drive, from Mill Street to Broad Street, and on
both sides of Bay Street, from Bay Shore Drive to Lake Winnebago. These sections will complete the
sidewalk installation in these blocks, improving pedestrian access.
A N A L Y SI SANALYSIS
The City of Oshkosh 2024-2025 Strategic Plan, Improve and Maintain our Infrastructure Strategic Goal,
Objective A, Strategy / Tactic 5 instructs staff to "Incorporate "Complete Streets" principles when and
where it is feasible". "Complete Streets" are defined as "streets that are designed and operated to
enable safe use and support mobility for all users." The construction of sidewalks is a core principle in
order to make streets accessible and support mobility for all users. The installation of the sidewalk on Bay
Shore Drive and Bay Street directly supports this Strategic Plan directive.
On April 12, 2022, the Common Council unanimously passed Re s olut ion 22-155Resolution 22-155 , Support the
Incorporation of Environmental Justice Concepts into City of Oshkosh Plans and Processes. As a part of
that resolution, the Common Council resolved that "the City of Oshkosh will give consideration to
environmental justice principles during policymaking". As we look deeper into the aspects of the
environmental justice lens that the Common Council has directed staff to put on projects, it becomes
clear the installation of sidewalk along Bay Shore Drive and Bay Street are a critical part of being inclusive
to all. These sections of sidewalks will improve pedestrian connectivity to Lake Winnebago, as well as for
the businesses in the area. Looking through the environmental justice lens at this Project shows that this
Project meets the core tenets that staff have been instructed to look at for projects and policies.
FI SC A L I M P A CTFISCAL I M P A C T
Funding is included in the 2025 Capital Improvement Program in Account #03210410-6806-04504 (Contract
Contract-Sidewalk-25-04 Bay Shore Dr/Bay St). Adjacent property owners are charged for 100% of the
sidewalk construction expense abutting their property and the City pays for handicap ramp installations
at intersections.
REC O M M E N D A TI ONRECOMMENDATION
I recommend approval of the resolution.
A t t a chment sAttachments
RES 25-21
01/14/2025 25-21 RESOLUTION
CARRIED 6-0
PURPOSE: APPROVE INSTALLATION OF NEW SIDEWALK:
• BAY SHORE DRIVE, SOUTH SIDE, FROM BROAD STREET TO MILL STREET
• BAY STREET, BOTH SIDES, FROM BAY SHORE DRIVE TO LAKE WINNEBAGO
INITIATED BY : DEPARTMENT OF PUBLIC WORKS
BE IT FURTHER RESOLVED BE IT RESOLVED by the Common Council of the City of Oshkosh as follows:
That sidewalks and handicap ramps be constructed according to the established grade pursuant to
Section 66.0907 of the Wisconsin Statutes, and the ordinances of the City of Oshkosh on the following
locations:
Bay Shore Drive, south side, from Broad Street to Mill Street
Bay Street, both sides, from Bay Shore Drive to Lake Winnebago
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Justin Gierach, Engineering Division Manager/City Engineer
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Res 25-22 Determination of Necessity to Acquire and Approve and Execute Relocation Order
for Partial Land Acquisitions of 3277 and 3290 Meadowbrook Road
B A C KGRO UN DBACKGROUND
The City of Oshkosh Department of Public Works is requesting approval to officially file a relocation order
for portion of two (2) properties on Meadowbrook Road. The Relocation Order is the next step in the
process to obtaining the Right-of-Way from these properties.
The purpose of this relocation order is to connect both sections of Meadowbrook Road to make a
through street. The street extension of Meadowbrook Road was first identified on Certified Survey Map
No. 492 recorded in 1978, which reserved the south 33-foot portion of 3290 Meadowbrook Road for street
purposes. In 2005, the Second Addition to Pheasant Creek Farm Subdivision was recorded, which
included a segment of Meadowbrook Road purposely located where the two (2) segments would be
able to connect and provide the subdivision additional access to an arterial street (West 9th Avenue).
At the November 26, 2024 Common Council (Council) meeting, the Council approved partial land
acquisitions for the above properties.
A N A L Y SI SANALYSIS
The two (2) proposed land acquisitions will extend the 66-foot right-of-way from the west to the west end
of the east segment of Meadowbrook Road, connecting to its 60-foot right-of-way.
Once the land acquisitions are complete, the City will dedicate the land as public right-of-way. This will
enable the City to extend the water main, sanitary sewer, storm sewer, and street to serve former town
properties along Meadowbrook Road. The street connection will also provide the subdivision an
additional access to West 9th Avenue.
This review and subsequent approval by the Common Council is the next step for the City to acquire
these properties. The City is required to follow the acquisition process as required by State Statute.
FI SC A L I M P A CTFISCAL I M P A C T
There is no fiscal impact to the City at this time. As the Department of Public Works and their real estate
consultant move forward with the process, the acquisition will be on a future Council Agenda, which will
include the fiscal impact.
REC O M M E N D A TI ONRECOMMENDATION
The Council, based on the recommendation of the Plan Commission, previously approved the
determination of necessity to acquire on November 26, 2024. This action approves the official filing of the
relocation order.
A t t a chment sAttachments
RES 25-22
Description of Property and Interests to Be Acquired
Existing ROW
Map of New Right of Way
01/14/2025 25-22 RESOLUTION
CARRIED 6-0
PURPOSE: DETERMINATION OF NECESSITY TO ACQUIRE AND APPROVE AND EXECUTE RELOCATION ORDER FOR
PARTIAL LAND ACQUISITIONS OF 3277 AND 3290 MEADOWBROOK ROAD
INITIATED BY : DEPARTMENT OF PUBLIC WORKS
WHEREAS, the Second Addition to Pheasant Creek Farm Subdivision proposed a residential subdivision
and included a connection between a currently existing westerly and easterly stub of Meadowbrook Road
to create a through street allowing for additional ingress and egress access to this subdivision as well as the
ability to extend various public utilities within the right-of-way in this area; and
WHEREAS, the acquisition of property to construct Meadowbrook Road as a through street promotes the
public health, safety and welfare by enhancing ingress and egress access, as well as emergency access, to
the area and the ability to provide public utilities efficiently to properties in this area; and
WHEREAS, the property and interest to be acquired consists of fee simple interest in the property described
within this resolution; and
WHEREAS, by Resolution 24-636 adopted on November 26, 2024, the Common Council approved the
acquisition of this property and directed staff to proceed with the acquisition process as provided in
Wisconsin Statutes section 32.05; and
WHEREAS, it is necessary to make a formal determination of necessity to acquire this property and to
adopt a Relocation Order under section 32.05(1)(a) of the Wisconsin Statutes to proceed with acquisition of
the parcels.
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the Common Council
determines that it is necessary and a public purpose for the City to acquire the property described on the
attached exhibits for public right-of-way.
BE IT FURTHER RESOLVED that city staff and representatives are hereby authorized and directed to begin the
process for acquisition of this property as provided in Wisconsin Statutes section 32.05 including but not
limited to obtaining an appraisal and beginning the negotiation process with persons having an interest in
the above-described property.
BE IT FURTHER RESOLVED that the Common Council does hereby adopt this Resolution and its attachments as
the relocation order required under section 32.05(1)(a) of the Wisconsin Statutes for purposes of acquiring a
fee simple interest in a portion of properties located at 3277 and 3290 Meadowbrook Road, as shown on the
attached map (proposed CSM for this area depicting the proposed right-of-way) and more specifically
described in the legal descriptions attached to this Resolution (The current location of right-of-way also
being shown on an attachment to this Resolution).
BE IT FURTHER RESOLVED that the proper city staff and representatives are hereby authorized and directed to
execute any and all documents necessary for implementation of this Relocation Order and that the City
Clerk is hereby directed to file a certified copy of this Relocation Order with the Winnebago County Clerk
within twenty (20) days of its adoption.
BE IT FURTHER RESOLVED that the appropriate city staff are hereby authorized and directed to proceed by
negotiation or condemnation to acquire fee simple ownership of the parcels shown on the attached map
and described in the attached legal descriptions and to take such actions as necessary to accomplish this
purpose, including but not limited to obtaining title reports, appraisals, surveys, environmental assessment
reports and other documentation or reports necessary to perform due diligence in accomplishing this
acquisition.
Attachments: Legal Description and Interests to be acquired
Maps showing old and new locations
LEGAL DESCRIPTIONS FOR LANDS DEDICATED TO
THE PUBLIC FOR MEADOWBROOK ROAD
The City will acquire Fee Title, free from all encumbrances, in and to the following tracts of
land in Winnebago County, State of Wisconsin, described as follows:
3277 Meadowbrook Road – Tax Parcel 91344010000
Owner Daniel P. Binder Rev. Trust
Part of the NE ¼ of the NW ¼, all in Section 29, Township 18 North, Range 16 East, in
the 13h Ward, City of Oshkosh, Winnebago County, Wisconsin, described as
follows:
Commencing at the North ¼ corner of Section 29; thence South 00 degrees 20 minutes
45 seconds East 1114.51 feet, along the East line of the NW ¼ of said Section 29, to the point of
beginning; thence South 00 degrees 20 minutes 45 seconds East 33.00 feet, along the East line
of the NW ¼ of said Section 29; thence North 89 degrees 14 minutes 05 seconds West 214.52
feet, along the South right-of-way line of Meadowbrook Road; thence North 00 degrees 20
minutes 45 seconds West 33.00 feet; thence South 89 degrees 14 minutes 05 seconds East
214.52 feet, along the center line of Meadowbrook Road, to the point of beginning.
3290 Meadowbrook Road – Tax Parcel 91344170000
Owner Thomas and Donna Recker
Part of Tract 1 of Certified Survey Map 492, being part of the NE ¼ of the NW ¼, all in
Section 29, Township 18 North, Range 16 East, in the 13h Ward, City of Oshkosh,
Winnebago County, Wisconsin, described as follows:
Commencing at the North ¼ corner of Section 29; thence South 00 degrees 20 minutes
45 seconds East 1081.50 feet, along the East line of the NW ¼ of said Section 29, to the point of
beginning; thence South 00 degrees 20 minutes 45 seconds East 33.01 feet, along the East line
of the NW ¼ of said Section 29; thence North 89 degrees 14 minutes 05 seconds West 214.52
feet, along the center line of Meadowbrook Road; thence North 00 degrees 20 minutes 45
seconds West 33.01 feet, along the West line of said Tract 1; thence South 89 degrees 14
minutes 05 seconds East 214.52 feet, along the North right-of-way line of Meadowbrook Road,
to the point of beginning.
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :West 7th Avenue Update
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Special Meeting with Oshkosh Taxpayers, Council, and City Staff Regarding Recent Property
Tax Bill (Esslinger)
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Procedure for Council Members to Place Items on a Council Agenda (Esslinger)
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Jon Urben, General Services Manager
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Cooperative Purchase of CAD Mobile Workstations for Various Departments ($25,110.00)
B A C KGRO UN DBACKGROUND
This memo summarizes the 2025 computer order of computer-assisted design (CAD) mobile workstation
computers as part of our IT Division's annual lifecycle rotation program. The various divisions' 2025
operating budgets have funds allocated for this program.
A N A L Y SI SANALYSIS
The IT and Purchasing Division concluded the State of Wisconsin Contract with Vanguard Computers Inc.
(State of WI contract #505ENT-M22-WICOMPUTER-02) offered the lowest price for our 2025 computer order
of 6 HP ZBook Fury Laptops & docking stations and 6 Microsoft Surface Pro Tablets. Purchasing has
confirmed this contract qualifies as a cooperative purchasing exception to our purchasing ordinance.
FI SC A L I M P A CTFISCAL I M P A C T
This 2025 computer order will have a total fiscal impact of $25,110.00. Funding for these computers would
be charged to various division operating budgets under expense object 6550.
FundFund A /N #A /N #
General Fund 01000110
Sewer Utility 05511950
Stormwater Utility 05612030
Water Utility 05411892-08921
REC O M M E N D A TI ONRECOMMENDATION
Section 12-15 of the Municipal Code provides that subject to approval of the City Manager, cooperative
purchases pursuant to a contract with any other local, state or federal governmental unit or agency may
be made without following a competitive bidding or quotation process. In accordance with Section 12-15
of the Municipal Code and because this cooperative purchase is in excess of $25,000, I am hereby
submitting a report of this purchase to the Common Council. If you have any questions on this purchase,
please contact me or IT Manager Tony Neumann.
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Jon Urben, General Services Manager
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Cooperative Purchase of 2025 Desktop and Laptops for Various Departments ($73,698.00)
B A C KGRO UN DBACKGROUND
This memo summarizes the 2025 computer order for desktops and laptops as part of our IT Division's
annual lifecycle rotation program. The various divisions' 2025 operating budget has funds allocated for
this program.
A N A L Y SI SANALYSIS
The IT and Purchasing Division concluded the State of Wisconsin Contract with Vanguard Computers Inc.
(State of WI contract #505ENT-M22-WICOMPUTER-02) offered the lowest price for our 2025 computer order
of 40 HP 600 G9 EliteDesk desktops, 24 HP EliteBook 860 G11, 21 HP USB-C docking stations, 1 HP Z2 CAD
station and 8 HP EliteDesk 600 G9 minis. Purchasing has confirmed this contract qualifies as a
cooperative purchasing exception to our purchasing ordinance.
FI SC A L I M P A CTFISCAL I M P A C T
This 2025 desktop/laptop order will have a total fiscal impact of $73,698.00. Funding for these computers
will be charged to various division operating budgets under expense object 6550.
FundFund A /N #A /N #
General Fund 01000110
Inspection Services 05710750
Leach Amphitheater 02560610
Museum 02411070
Oshkosh Convention Center 05031040-40011
Recycling 02110480
Sanitation 02120470
Seniors Center 02310760
Sewer Utility 05511940
Sewer Utility 05511950
Stormwater Utility 05612050
Stormwater Utility 05612030
Water Distribution 05411867
Water Utility 05411892-08921
REC O M M E N D A TI ONRECOMMENDATION
Section 12-15 of the Municipal Code provides that, subject to the approval of the City Manager,
cooperative purchases pursuant to a contract with any other local, state or federal governmental unit or
agency may be made without following a competitive bidding or quotation process. In accordance with
Section 12-15 of the Municipal Code and because this cooperative purchase is in excess of $25,000, I am
hereby submitting a report of this purchase to the Common Council. If you have any questions about this
purchase, please contact me or IT Manager Tony Neumann.
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Jon Urben, General Services Manager
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Professional Services Agreement with Total Security and Safety Inc. for Loss Prevention Services
($74,000.00)
B A C KGRO UN DBACKGROUND
For the last several years, the city has incurred thousands of dollars of property damage and vandalism
to various municipal buildings. In 2024, the city utilized the services of Total Security and Safety Inc. to
assist with patrolling city facilities and monitoring activity on city property. Various departments, including
Transportation, Parks and Police, have utilized the services to assist with protecting municipal buildings
and to help mitigate any loss from vandalism, damage or other violations. These services provided a
visible presence to patrol municipal buildings and areas to verify windows and doors were secure and to
ensure unauthorized people were not in specific areas after hours. These services also monitored
buildings for any damage or vandalism, and looked for and responded to any abandoned property, all
in accordance with the city's municipal code. These services worked closely with the Police Department
and provided nightly logs of duties performed. Staff for these services wear Total Security and Safety
uniforms and may carry items such as cell phones, keys, or flashlights. These staff do not carry firearms or
other weapons. Total Security and Safety Inc. has performed similar services for other organizations and
has been complimented for their professionalism, communication, and follow-up. Staff have been very
satisfied with the performance of Total Security and Safety Inc. It is the recommendation of the Police
and participating departments that this service continue into 2025.
A N A L Y SI SANALYSIS
Police and Safety staff solicited a proposal from Total Security and Safety Inc. to continue these services
for 2025. Staff reviewed the proposal and recommend renewal of the contract for 2025.
FI SC A L I M P A CTFISCAL I M P A C T
The total fiscal impact of Total Security and Safety Inc.'s proposal for these services between January 1--
December 31, 2025 is a not-to-exceed cost of $74,000.00. These services will be charged to the 2025
Insurance Operating Budget A/N#: 01000120 6412 (Insurance- Contractual Agreement Payments).
REC O M M E N D A TI ONRECOMMENDATION
Chapter 12 of the Municipal Code of the City of Oshkosh provides that professional services of a
specialized nature, including these services, may be procured without the use of competitive bidding or
quotation process. In accordance with Section 12-16 of the Code, and because this service is less than
$75,000, I am hereby submitting this report. Please contact me if you have any questions about this
agreement.
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :John Fitzpatrick, Interim City Manager / Director of Admin Services
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Professional Services Agreement with AECOM for 2025 Pavement Condition Survey ($38,725)
B A C KGRO UN DBACKGROUND
The Wisconsin Department of Transportation requires all local units of government to complete pavement
condition surveys bi-annually. The pavement condition survey is conducted utilizing the Pavement
Surface Evaluation and Rating (PASER) system to visually assess the condition of pavement surfaces. The
PASER system was developed by the University of Wisconsin -- Madison Transportation Information Center
in order to provide a standard system for rating street surface conditions.
A N A L Y SI SANALYSIS
The Department of Public Works requested a proposal from AECOM to conduct the bi-annual pavement
condition survey. AECOM was selected due to their extensive experience performing these pavement
condition assessments and their familiarity with the City of Oshkosh and our needs.
FI SC A L I M P A CTFISCAL I M P A C T
The cost of these services is estimated not to exceed $38,725 and will be funded from the Engineering
Division Operating Budget (Account #01000420-6401/Engineering Division-Contractual Services).
REC O M M E N D A TI ONRECOMMENDATION
Cha p t er 12 C ha p t er 12 of the Municipal Code provides that professional services of a specialized nature, including
engineering services, may be approved by the City Manager without the use of formal, sealed quotes.
In accordance with Se c t ion 12-16Section 12-16 of the Code, I am here by submitting this report regarding this
professional services agreement.
A t t a chment sAttachments
AECOM PASER proposal
TO :T O :Honorable Mayor and Members of the Common Council
FRO M :FRO M :Kelly Nieforth, Director of Community Development
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Professional Service Agreement with GRAEF for the City of Oshkosh Sustainability Plan 2025
($60,000)
B A C KGRO UN DBACKGROUND
The Department of Community Development sent out a Request for Qualification (RFQ) on October 17,
2024 in regard to the proposed City of Oshkosh Sustainability Plan 2025. We received eight (8)
submissions.
GRAEF was chosen for these services due to their knowledge and their experience with the type of work.
The cost of these services will be $60,000, which will be funded by American Rescue Plan Act (ARPA)
funds. The Sustainability Plan is intended to serve as a comprehensive strategy for addressing
environmental considerations for the City and shall identify targeted policies, programs, projects, and
goals that will address both current and future sustainability concerns and opportunities.
Chapter 12 of the Municipal Code of the City of Oshkosh provides that professional services of a
specialized nature, including assessment services, may be procured without the use of formal, sealed
quotes. In accordance with Section 12-16, I am hereby submitting this report regarding this professional
services agreement.
Please contact me if you have any questions or concerns regarding this professional services agreement.
D A TE :D A T E :January 14, 2025
SUB JEC T:SUB JEC T :Outstanding Issues
A t t a chment sAttachments
Outstanding Issues 01.14.25
City of Oshkosh Status of Outstanding Issues
Date of Initial
Request
Affected
Department(s)
(If Applicable)
Title of Issue Current Status Next Status
Report/Update Other Notes
1/10/2023 DPW/Legal Sanitary District Negotiations Mediation session scheduled for late September was
postponed.
1/28/2025 Closed session with Council will be needed in the near
future due to postponement of mediation session.
4/16/2024 DPW &
Community
Development
Undergrounding Utilities Council workshop held on October 22nd. 1/28/2025 Follow-up with Council needed now that workshop has
been held.
4/23/2024 Community
Development
Review processes and municipal codes pertaining to
commercial and residential development to ensure
the City's codes and processes are encouraging
growth within the City
A consultant was selected and staff is working with them to
draft agreement.
2/11/2025
5/14/2024 Transportation Parking Restrictions Review Staff analyzing Polco survey results and will forward to
Council and Transportation Committee once completed.
Staff will prepare options for consideration and schedule for
Committee review and recommendation to Council.
TBD Transportation Committee found "no compelling
reasons" to change the existing overnight parking
regulations on 12/10/2024 and recommends retaining
the current standard. This information as well as
additional research was shared with Council in late
December of 2024.
11/6/2024 Fire Review of Proposed Fire Training Facility / Facility
Options
Council established a contingency account of $7.7 million in
2025 CIP for Fire training facility or other Fire Department
facility options.
TBD This item is on hold due to departmental staffing
changes.
11/12/2024 Public Works West 7th Avenue Staff is proceeding with consultant to perform the
hydrogeology services required. The contractor could begin
sometime in January.
1/14/2025
11/26/2024 Public
Works/Finance/L
egal
A) Education on how special assessments are
developed for annexations. B) Special Assessment
Deferral Policy. C) Special Assessment Code
Updates
Staff will work on this after the first of the year. 1/14/2025 The ordinary sequence of action for these items is A),
B), & C). Staff will provide a suggestion for an interim
modification to C) at the 1/14/25 Council Mtg.
1/14/2025 Council Meeting