Racine Street Bridge Information, Public Works Department M

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It is expected that a Quorum of the Personnel Committee, Board of Public Works, Plan Commission, Redevelopment Authority and Administration Committee will be attending this meeting: (although it is not expected that any official action of any of those bodies will be taken)

CITY OF MENASHA COMMON COUNCIL First Floor Conference Room 100 Main Street Monday, June 4, 2018 Meeting 6:00 PM AGENDA A. CALL TO ORDER

B. PLEDGE OF ALLEGIANCE

C. ROLL CALL

D. PUBLIC HEARING

E. PUBLIC COMMENTS ON ANY MATTER OF CONCERN TO THE CITY (five (5) minute time limit for each person)

F. REPORT OF DEPARTMENT HEADS/STAFF/CONSULTANTS 1. Menasha Lead Outreach—Dr. Kathleen Sheridan 2. Presentation on new Fox Cities Sports Facility—Pam Seidl and Bob Buckingham 3. Clerk Galeazzi - the following minutes and communications have been received and placed on file: Minutes to receive: a. Administration Committee, 5/21/2018 b. Board of Public Works, 5/21/2018 c. City Hall Safety Committee, 4/5/2018 d. Housing Authority, 5/15/2018 e. Library Board, 5/23/2018 f. Neenah-Menasha Sewerage Commission 3/27/2018, 4/24/2018, 5/1/2018 g. Public Works/Parks Safety Committee, 3/28/2018 h. Redevelopment Authority, 5/22/2018 Communications: i. City of Menasha Sewer System Evaluation Survey, Phase No. 3, Segment 5b Foundation Drain and Sump Pump Inspections (3rd and Final Letter). j. Protocol Committee Memorandum, 5/31/2018, Mayor Merkes k. Spring Electronics Recycling Event Memorandum, 5/31/2018, Mayor Merkes l. Racine Street Bridge Information, Public Works Department m. Racine Street Bridge Information, ECWRPC n. Status of Racine Street Bridge Funding at the State Level Memorandum, 5/31/2018, Mayor Merkes o. Racine Street Bridge Information, Alderman Nichols p. Motion Concerning Racine Street Bridge Memorandum, 5/29/2018, Alderman Krueger

City of Menasha Common Council Agenda June 4, 2018 Page 2 Administration Committee, 5/21/2018, Recommends the Approval of: 2. Apply for, Receive, and Spend Taking Action with Data Grant Funds. 3. Receive and spend the awarded grant funds to purchase a new K-9 and allow an officer to travel to Kansas for the training. Board of Public Works, 5/21/2018, Recommends the Approval of: 4. Payment—Vinton Construction Company; Contract Unit No. 2018-01; Main Street Reconstruction; $172,947.50 (Payment No. 2) 5. Sprint Cell Tower Lease Agreement.

H. ITEMS REMOVED FROM THE CONSENT AGENDA

I. ACTION ITEMS 1. Accounts payable and payroll for the term of 5/24/2018—5/31/2018 in the amount of $1,149,994.35 2. Beverage Operators License Applications for the 2017-2019 licensing period. 3. Liquor License Applications Recommended for Approval for the 2018-2019 licensing year 4. Outdoor Alcohol Beverage Permit (July 1, 2018 to June 30, 2019) Applications for the 2018-2019 licensing year 5. Outdoor Alcohol Beverage Permit (April 1, 2018-November 30, 2018) Applications for the 2018-2019 licensing year 6. Remove Alternative J and recommend Alternative B as the preferred option for the Racine Street Bridge and the City of Menasha has no interest in ownership of the Racine Street Bridge (Alderman Taylor)

J. HELD OVER BUSINESS

K. ORDINANCES AND RESOLUTIONS 1. R-16-18 An Intergovernmental Agreement to Satisfy Eligibility for Recycling Consolidation Grant for Calendar Year 2019 (Introduced by Alderman Langdon; Recommended by Board of Public Works)

L. APPOINTMENTS

M. CLAIMS AGAINST THE CITY

N. PUBLIC COMMENTS ON ANY MATTER LISTED ON THE AGENDA (five (5) minute time limit for each person)

O. ADJOURNMENT

MEETING NOTICE Monday, June 18, 2018 Common Council Meeting – 6:00 p.m. Committee Meetings to Follow

"Menasha is committed to its diverse population. Our Non-English speaking population and those with disabilities are invited to contact the Menasha City Clerk at 967-3603 24-hours in advance of the meeting for the City to arrange special accommodations." CITY OF MENASHA ADMINISTRATION COMMITTEE DRAFT First Floor Conference Room 100 Main Street, Menasha May 21, 2018 MINUTES

A. CALL TO ORDER Meeting called to order by Chairman Nichols at 8:00 p.m.

B. ROLL CALL PRESENT: Aldermen Stan Sevenich, Mark Langdon, Steve Krueger, Tom Grade, Ted Grade, Randy Ropella, Rebecca Nichols, James Taylor. ALSO PRESENT: Mayor Merkes, CA Captain, PC Styka, FC Kloehn, ASD Jacobs, CDD Schroeder, DPW Radomski, PHD McKenney, Clerk Galeazzi.

C. MINUTES TO APPROVE 1. Special Administration Committee, 5/7/18 2. Administration Committee, 5/7/18 Moved by Ald. Krueger seconded by Ald. Langdon to approve Special Administration Committee and Administration Committee minutes of 5/7/18 Motion carried on voice vote.

D. DISCUSSION/ACTION ITEMS 1. Apply for, Receive and Spend Taking Action with Data Grant Funds.

PHD McKenney explained the grant is supported by the WI Department of Health Services (DHS). The grant of $10,000 is to be used to develop new, innovative, or enhanced projects to improve public health. If received, the Health Department intends to use the funds to help reduce lead hazards in Menasha homes. Their plan is to enhance a data base with the ages of homes to assess lead risks, provide education to families on lead hazard in homes, collaborate with medical personnel to increase the number of children receiving blood lead level testing, maintain the home water filtration program, and conduct a cost benefit analysis of integrating the project into current health department programs. PHD McKenney stated this is a very competitive grant, however there is compelling reason to apply for funds, given the statistics the Health Department has gathered in Menasha.

Moved by Ald. Langdon seconded by Ald. Krueger to recommend to Common Council to approve the request to apply for, receive, and spend the Taking Action with Data grant opportunity. Motion carried on roll call 8-0.

2. Receive and Spend K-9 Grant Funds.

PC Styka explained with the recent departure of an officer and his K-9, the department has been working with a kennel in Kansas to replace the K-9. The kennel has offered a $2,500 grant to help with the cost of the dog and training. Through donations received from the community and budgeted funds, the cost to purchase the K-9 is fully funded.

General discussion ensued on the age and working life of the dog, type of breed that is best suited for police work, matching the K-9 with the handler, sharing the K-9 with neighboring municipalities, and allowing an officer to travel to Kansas for the training.

Administration Committee Minutes May 21, 2018 DRAFT Page 2

Moved by Ald. Taylor seconded by Ald. Langdon to recommend to Common Council to approve accepting and spending the awarded grant funds to purchase a new K-9 for the City of Menasha and allow an officer to travel to Kansas for the training. Motion carried on roll call 8-0.

E. ADJOURNMENT Moved by Ald. Taylor seconded by Ald. Tom Grade to adjourn at 8:16 p.m. Motion carried on voice vote.

Deborah A. Galeazzi, WCMC City Clerk

CITY OF MENASHA Board of Public Works DRAFT First Floor Conference Room 100 Main Street, Menasha May 21, 2018 MINUTES

A. CALL TO ORDER Meeting called to order by Chairman Krueger at 8:20 p.m.

B. ROLL CALL PRESENT: Aldermen Sevenich, Langdon, Krueger, Tom Grade, Ted Grade, Ropella, Nichols, Taylor. ALSO PRESENT: Mayor Merkes, CA Captain, PC Styka, FC Kloehn, ASD Jacobs, CDD Schroeder, DPW Radomski, PHD McKenney, Clerk Galeazzi

C. MINUTES TO APPROVE 1. May 7, 2018 Moved by Ald. Langdon seconded by Ald. Ropella to approve minutes. Motion carried on voice vote.

D. DISCUSSION / ACTION ITEMS 1. Payment – Vinton Construction Company; Contract Unit No. 2018-01; Main Street Reconstruction; $172,947.50 (Payment No. 2) DPW Radomski explained the project is on schedule to be complete by the first week in June.

Moved by Ald. Langdon seconded by Ald. Tom Grade to recommend to Common Council payment to Vinton Construction Company, Contract Unit No. 2018-01 for Main Street reconstruction in the amount of $172,947.50 (Payment No. 2). Motion carried on roll call 8-0.

2. 2017 Stormwater Utility Report ASD Jacobs reviewed the financial reports on the stormwater fund. The reports covered from 2009-2017. Year 2017 is unaudited at this time. DPW Radomski explained a plan recently adopted by the Common Council that addresses what to expect with stormwater over the next five years.

Moved by Ald. Langdon seconded by Ald. Ted Grade to accept the 2017 Stormwater Report. Motion carried on roll call 8-0.

3. R-16-18 Intergovernmental Agreement to Satisfy Eligibility for Recycling Consolidation Grant for Calendar Year 2019 (Introduced by: Alderman Langdon) DPW Radomski explained the annual agreement with Winnebago County to help the municipalities in Winnebago County qualify for the Wisconsin Recycling Consolidation Grant. Funds from the grant will help with educating citizens on recycling.

Moved by Ald. Langdon seconded by Ald. Tom Grade to recommend to Common Council R-16-18 Intergovernmental Agreement to Satisfy Eligibility for Recycling Consolidation Grant for Calendar Year 2019. Motion carried on roll call 8-0.

Board of Public Works Minutes May 21, 2018 DRAFT Page 2

4. Sprint Cell Tower Lease Agreement DPW Radomski explained the increase of antennas and other equipment for installation on the cell tower at the Public Works Facility. This amendment to the agreement nullifies a previous amendment from 2015 where the additional equipment was never installed. This amendment updates the correct number of antennas and other equipment that will be installed.

Moved by Ald. Langdon seconded by Ald. Nichols to recommend to Common Council Sprint Cell Tower Lease Agreement. Motion carried on roll call 8-0.

5. Intersection of Racine Street and Broad Street DPW Radomski explained the pros and cons of the five options from the Wisconsin Department of Transportation (WisDOT) for reconstruction of the intersection of Racine and Broad Streets.

General discussion ensued on the public information meeting held and the pros and cons of the five options presented by WisDOT.

Moved by Ald. Nichols seconded by Ald. Ropella to recommend Option 4 as the preferred option for the intersection of Racine Street and Broad Street.

General discussion ensued on the historic buildings in the area, input from public who attended the public information meeting, safety features of Option 4, pros and cons of roundabouts, intersection project’s connection to Racine Street Bridge project, and getting State Representatives involved.

Moved by Ald. Taylor seconded by Ald. Sevenich to postpone action until July 16, 2018 to obtain more information from State.

General discussion ensued on WisDOT timeline.

Motion to postpone action until July 16, 2018 carried on roll call 5-3. Ald. Taylor, Sevenich, Langdon, Ted Grade, Ropella voted yes. Ald. Nichols, Krueger, Tom Grade voted no.

E. ADJOURNMENT Moved by Ald. Taylor seconded by Ald. Langdon to adjourn at 9:01 p.m. Motion carried on

Deborah A. Galeazzi, WCMC City Clerk

City of Menasha ● Health Department

City Hall Safety Committee Meeting April 5, 2018 Minutes

Meeting called to order at 1:30PM

Present: Todd Drew, Kate Clausing, Kristi Heim, Kathy Dreyer, Pam Captain, Nancy McKenney, Adam Alix Guests: Vern Greene, Don Merkes Excused: Brian Haessly

A. Motion to approve minutes from February 23, 2018 – Motion made by P. Captain second K. Dreyer

B. Old Business

1) City Center Safety / Security Plan- Reference outline attached – MHD working on Safety Security Plan foundation 2) 2nd Floor Visibility Mirrors – Mirrors were removed from old City Hall and installed to aid in lobby visibility for Finance Department on February 25, 2018. 3) Installation of Windows in 2nd Floor office entry doors – Windows to be installed in both entry doors as a safety precaution for staff so individuals on the outside of the doors are visible. Installation delayed due to auto door lock wiring in the way of the installation area. C. New Business – 1st floor lobby camera installed with a monitor in the Health Department to provide visibility to potential issues in the lobby. Camera does not record only real time. Vern Greene- NM Fire attended to aid in Safety and Security Plan discussion, V. Greene will be included as a permanent member of the committee.

1. Monthly Safety Topic – will be distributed with receipt of the CVMIC newsletter. Topics forwarded from CVMIC newsletter. 2. Injury Review – O injuries Dept. Injury narrative Lost time Medical Safety Comments / recommendations attention

100 Main Street ● Menasha, Wisconsin 54952-2337 ● Phone (920) 967-3520 ● Fax (920) 967-5247 www.cityofmenasha-wi.gov -- 3. City Center Storm and Fire Drills - Drew requested of V. Greene that a fire drill be scheduled. Storm drill to be conducted on Tornado Awareness day. Shelter locations are all interior 1st floor rest rooms and Health Department clinic room.

D. Training

1. Annual Refresher Training -Hazard Communication will be the first training. Staff will need to go to the CVMIC web-site with their user id, create a password and take the general Haz Comm training. Drew will forward a message to affected staff with directions. 2. Fire Extinguisher Training – Jim Peglow is the new NM Fire Department Training Instructor. Drew will schedule training sessions as soon as possible. Training will be conducted at the training center on Tullar Road, Neenah. 3. New training suggestions – none cited.

E. Motion to adjourn N. McKenney second P. Captain @ 2:35PM CITY OF MENASHA Housing Authority Council Chambers, City Hall – 100 Main Street May 15, 2018 DRAFT MINUTES

A. CALL TO ORDER The meeting was called to order at 4:32 p.m.

B. ROLL CALL/EXCUSED ABSENCES MEMBERS PRESENT: Commissioners Mike Keehan, Christine Kaup, Arnie Collier and Larry Haase.

MEMBERS EXCUSED/ABSENT:

OTHERS PRESENT: CDD Schroeder and BI/HS Humski.

C. MINUTES TO APPROVE 1. Minutes of the April 24, 2018 Housing Authority Meeting Motion by Comm. Keehan, seconded by Comm. Collier to approve the April 24, 2018 Housing Authority meeting minutes. The motion carried.

D. PUBLIC COMMENT ON ANY ITEM OF CONCERN ON THIS AGENDA Five (5) minute time limit for each person.

1. Comm. Haase questioned what type of outreach the City is doing for the CDBG program as noted within the manual and then added that in the past their were brochures and flyers posted in public places and online.

E. REPORT OF DEPARTMENT HEADS/STAFF/CONSULTANTS 1. BI/HS Humski noted that staff will be looking at surrounding communities and hopefully defining cutoff periods for accepting applications whether that is monthly, quarterly, bi-annually, or annually.

F. ACTION/DISCUSSION ITEMS 1. Proposed Update to the CDBG RLF Program Having being presented the draft program at the previous meeting, the Commission briefly discussed update.

Motion by Comm. Keehan, seconded by Comm. Collier to accept and approve the update to the CDBG RLF Program Manual. Motion seconded by Comm. Collier. The motion carried.

3. Update on Applications Received with Approval or Denial a. Application 001-18. BI/HS Humski gave an overview of the request for Applicant 001- 18. This is an owner occupied property having an income that is under 50% of the HUD LMI level.

Motion by Comm. Keehan to approve a revolving loan for Applicant #001-18 not to exceed $16,000, seconded by Comm. Kaup. The motion carried.

6. Set Next Meeting The Housing Authority discussed setting a meeting schedule to meet quarterly when needed starting on the 4th Monday of July at 4:30 pm: July 23, 2018; October 22, 2018; January 28, 2019; April 22, 2019.

G. ADJOURNMENT Motion by Comm. Keehan, seconded by Comm. Collier to adjourn at 5:16 p.m. The motion carried.

Minutes respectfully submitted by CDD Schroeder

ELISHA D. SMITH PUBLIC LIBRARY BOARD OF TRUSTEES Elisha D. Smith Public Library Gegan Board Room May 23, 2018

Called to order at 4:01pm by Chairman Englebert Present: Chairman Englebert, Trustee Franzoi (arrived at 4:02pm), Vice Chairman Golz, Trustee Halverson, Ad Hoc Trustee Hermans, Trustee Schwerbel, Superintendent of Schools VanderHeyden (arrived at 4:04pm), Secretary Wicihowski and Teen Representative Genz Absent: Trustee Witt Also Present: Director Lenz, Adult Services Supervisor Bongers, Support Services Supervisor Brandt and Administrative Assistant Dreyer

Public Comment/Communication: None

Consent Business Motion made by Schwerbel, seconded by Wicihowski, to approve the Library Board meeting minutes from April 25, 2018, and accept the minutes of the Policies & Personnel Committee of May 8, 2018, the Marketing & Resource Development Committee meeting on May 8, 2018, and the Governance Committee meeting of May 10, 2018. Motion carried unanimously.

Authorization of Bills The Modern Business Machines invoice is the annual fee and Service Master is contracted by the city. Motion made by Golz, seconded by Halverson to authorize payment of the May 2018 bills as presented from the 2018 budget, endowment fund and WALS Technology Account. Motion carried unanimously.

Director’s Report 1. April Statistics. In comparison to April, 2017, circulation of physical materials was up 1.9%, circulation of digital materials was up 38.2%; combined they average an increase of 4.1%. Meeting room use was up 13.2% and reference/informational assistance was up 14.8% over the same month last year; children’s circulation was down 2.3% and program attendance was up 15.9%. Periodical circulation may be down due to titles going out of business or reducing the number of issues.

2. Budget Status. Trustees reviewed the 2018 budget’s status.

3. Staff Reports.  The Gale Courses service will be renewed.  DPI issued new library standards that were distributed.  The library’s endowment received two substantial donations: Bob H. Erickson donated funds to purchase wide-screen monitors for the sixteen public computers and a Community Foundation trust was established by Don and Mary Alesch with the library listed as a beneficiary.  The book bike will be going to Banta Elementary on June 4 to give out the books donated by Franzoi & Franzoi, SC.  LED lights have been installed that will reduce electricity costs.  Bongers and Lenz attended the Wisconsin Association of Public Libraries (WAPL) conference in Pewaukee. Bongers presented on the Fox Cities Reads.  The Public Library System Redesign (PLSR) project continues with a comment period on the various committees’ recommendations for future of library systems in Wisconsin.  Meetings on combining WALS and OWLSnet continue. Costs of this possible merger would be split evenly no matter which system would incur the cost.  So far, about $800 has been forgiven for children and young adults during fine amnesty month.  We will be passing out bookmarks at the Memorial Day Parade. Librarian Kirk Moore-Nokes will be riding the book bike.

Discussion/Action Items

4. Governance Committee Report The committee agreed to recommend Christina Turner to the mayor for appointment to the library board. She was approved at Monday night’s council meeting. The process of developing a new strategic plan for the library will begin by establishing a timeline and discussion about who will be involved. The committee is recommending the following slate of officers for 2018-2019: Chair – Englebert; Vice Chair – Golz; and Secretary – Halverson. Motion made by Schwerbel, seconded by Franzoi to accept the slate of officers as presented. Motion carried unanimously.

5. Marketing & Resource Development Committee Report The committee has purchased six months of ads in La Vida Hispana, recommended making the language collection area more inviting and recommended tracking the use of Spanish materials to try to gauge the impact of their efforts. They would like to create a brochure/mailer on the library to be sent to influential members in our community. The committee asked staff to keep track of marketing expenses. Motion made by Franzoi, seconded by Schwerbel that the initial marketing budget for this year be set at $5,000. Motion carried unanimously.

6. Policies and Personnel Committee Report The committee is recommending the following for the board to consider voting upon next month:  Changing the full-time work week from 37 hours to 37.5 to be consistent with the city effective January 1, 2019,  Splitting the full-time position currently held by a clerk retiring in August to a half-time clerk plus one or two library assistants working fewer than 20 hours/week effective August 1, 2018, or whenever someone is hired,  Adjusting the base pay rate for library assistants ($14/hour) and pages ($12/hour) effective August 1, 2018, or the start of a pay period closest to that date. This will not increase the wage item of the 2018 budget due to other changes recommended,  Moving the Administration Assistant position to the same scale as that for Associate Librarian, at step 3, and changing that job description/duties effective August 1, 2018, or the start of a pay period closest to that date,  Amending the Personnel Policy related to these changes and making some other corrections.

Adjournment Motion to adjourn made at 4:43pm by Golz, seconded by Franzoi. Motion carried unanimously.

Respectfully submitted by Kathy Dreyer, recording Secretary

City of Menasha ● Health Department

Public Works / Parks Safety Committee March 28, 2018 Meeting Minutes

Meeting called to order at 8:05 AM.

Present: Todd Drew, Vince Maas, Alex Hartzheim, A. Alix, Pamela Captain, Josh Radomski, Brian Haessly, Thad Brown, Corey Gordon Absent: Kevin Schmahl, Adam Luckasavage, Brian Tungate, Guest:

A. Approve minutes from March 1, 2018 – motion P. Captain second V. Maas – motion passed

B. Old Business 1. CVMIC Grant Requests – Possible items discussed to submit for CVMIC Grant included, PPE tool kits. Windows installed into entry doors 2nd Floor City Center, Chaps / ropes, Asbestos Removal, anemometer (CFM meter), chain saw training and surveillance camera for Hart Park. Drew will fill out and forward requests to P. Captain as quotes are available. 8 doses of Narcan were provided to Drew by CVMIC at no charge so that was removed from the request list (value $600.00). 2. Narcan Availability – 6 doses were provided to PWF for placement at Jefferson Park Pool, garage and Smith Park. The remaining doses will be placed with DPW. The primary intent is to protect and treat staff in the event of an accidental exposure.

C. New Business 1. Monthly Safety Topic – Emailed 2. Injury Review. No injuries

Dept. Injury narrative Lost time Medical Safety Comments / attention recommendations -- --

3. Facility inspections – inspections to be completed on April 17th with Ben Rank CVMIC per work plan requirement. Drew to accompany.

316 Racine Street ● Menasha, Wisconsin 54952-2337 ● Phone (920) 967-3520 ● Fax (920) 967-5247 www.cityofmenasha-wi.gov 4. Other new items- no new items

D. Training 1. Naloxone (Narcan) Training – Drew trained staff on the proper storage, use and medical follow-up required if Narcan is administered for a opioid exposure. 2. Summer Help – recommend using CVMIC summer help program, then City of Menasha Safety Manual first day for new hires. Drew requested list of incoming new employees. New employees will have to complete Safety Manual on their first date or a link can be sent. 3. Hearing Screening – Scheduled for April 16th. 4. Confined Space – Ben Rank will conduct confined space training on May 16th at the pool. 5. Lift Truck / Scissors Lift – date pending per T. Brown / Drew will follow-up with Ben Rank. 5. Additional Training –

E. Adjourn – motion B Haessly second J. Radomski

CITY OF MENASHA Redevelopment Authority 100 Main Street – Room 133 May 22, 2018 DRAFT MINUTES

A. CALL TO ORDER

The meeting was called to order at 5:00 pm by CDD Schroeder.

B. ROLL CALL/EXCUSED ABSENSES

REDEVELOPMENT AUTHORITY MEMBERS PRESENT: Kim Vanderhyden, Gail Popp, Kip Golden, Matt Vanderlinden, Linda Kennedy, Bob Stevens and Ald. Rebecca Nichols.

REDEVELOPMENT AUTHORITY MEMBERS EXCUSED:

OTHERS PRESENT: CDD Schroeder, AP Stephenson, Mayor Merkes, CA Captain, Ald. Tom Grade (District 6 and Landmarks), Todd Parker (Fish Fry Properties), Brannin Gries (Gries Architecture), Lynne Lenius (2586 W Palisades Dr, Fox Crossing), Colleen O’Brian (2540 W Palisades Dr, Fox Crossing), Pat Remick (404 Beaulieu Rd, Neenah), Dean Wydeven (1452 W Hiawatha Dr, Town of Grand Chute), Dan O’Connell (1131 Honeysuckle Ln, Neenah), Marshall Spencer (1237 Apple Ct), Sandra Dabill-Taylor (545 Broad St).

C. MINUTES TO APPROVE 1. Minutes of the April 25, 2018 Redevelopment Authority Meeting Motion to approve the April 25, 2018 Redevelopment Authority meeting minutes as presented made by Comm. Kennedy, seconded by Comm. Vanderhyden. The motion carried.

D. PUBLIC COMMENT ON ANY ITEM OF CONCERN ON THIS AGENDA 1. Sandra Dabill Taylor, 545 Broad Street – noted the following items: the election of officers should take place on the annual meeting on the first Tuesday of May of each month and year; noted that Ahnaip Street is a gateway to Menasha and should be taken into consideration when looking at future developments; and cautioned the RDA to make sure that prior to marketing the property that they are very specific to the what they wish to accomplish – value, materials, size, etc.

Public comment in regards to Banta/RR Donnelley Property at 460 Ahnaip was taken at the time of discussion.

E. DISCUSSION / ACTION ITEMS 1. Election of Officers a. Chairperson CDD Schroeder opened the floor for nominations. Comm. Kennedy nominated Comm. Vanderhyden as Chairperson of the RDA. Having no other nominations CDD Schroeder closed the nominations. All voted aye.

Comm. Vanderhyden took over as Chairman

b. Vice-Chairperson Comm. Vanderhyden opened the floor for nominations. Comm. Vanderhyden nominated Comm. Golden. Having no other nominations, Comm. Vanderhyden closed the nominations. All voted aye.

2. Renewal of Listing Agreement, Lake Park Villas – Richard DeKleyn, Coldwell Banker CDD Schroeder gave a brief history of the Lake Park Villas and indicated that the RDA still owns 48 lots within the development.

The commissioners had a general discussion about Lake Park Villas and felt that our realtor was doing a good job and now that he has been marketing the lots for a year he will know how to better market them in the future.

Comm. Kennedy made a motion to renew a one year listing agreement with Richard Dekleyn, Coldwell Banker. Motion was seconded by Comm. Golden. The motion carried.

3. Presentation – Fish Fry Properties, Banta/RR Donnelley Todd Parker, president of Fish Fry Properties having shown interest in property over the last several months presented an overview of conceptual ideas for the entire property and specifically to the 4 story tower on the southwestern part of the property. Seeing the public’s interest in the preservation of this portion of the building, Mr. Parker felt that it would be a great fit for an apartment style development with enclosed parking and requested that the RDA consider granting him and Gries Architect an exclusive due diligence period to do further investigation and feasibility of redeveloping the 4 story tower.

General discussion ensued over the presentation between Todd Parker, the commission, and the public attending the meeting. The Commission discussed their overall vision of the property and how that fit with Mr. Parker’s proposal. Concerns were raised about what type of commitment the RDA would be giving to Fish Fry Property if they were to grant a due diligence period. It was noted that after the due diligence period the RDA would still need to accept/negotiate any terms within a purchase and sales agreement which at that time could alleviate any concerns.

Ald. Nichols motioned to grant Fish Fry Properties request allowing them to bring back a draft memorandum of understanding giving an exclusive due diligence period for 90 days at which time, Fish Fry Properties may present their findings and a purchase/sale contract, but in no way is this commitment to a future contract. Motion was seconded by Comm. Stevens. The motion carried.

4. Banta/RR Donnelley Property – 460 Ahnaip Street Discussion continued from the previous item and more broadly discussed overarching themes of the future development. In addition, the RDA discussed staff’s recommendation to continue the conversation of redeveloping the parking lot south of Ahnaip Street with Row/Town housing and define criteria to that could be included as part of an RFP. Staff explained that the overall property leans itself well to some phased development and encouraged the RDA to continue making stepped progress. It was also noted that if the RDA chooses to look at Fish Fry Properties redevelopment concepts, that this property would not need to be the first phase.

General discussion ensued with public feedback throughout the discussion.

F. ADJOURNMENT Comm. Kennedy made a motion to adjourn the meeting, seconded by Comm. Golden. The motion carried. Adjourned at 6:32 PM

Minutes respectfully submitted by AP Joe Stephenson.

City of Menasha ● Office of the Mayor Donald Merkes, Mayor [email protected]

MEMORANDUM

TO: Common Council FROM: Donald Merkes, Mayor DATE: 31 May 2018 RE: Protocol Committee

In response to several questions during the last Common Council meeting regarding protocol:

1. A comment was made that the Protocol Committee meeting minutes and agendas are not available to the public online. Protocol committee agendas are posted as required by Wisconsin state law. Minutes are taken at the meetings and are all available at the office of the city clerk or online on City’s website at:http://www.cityofmenasha- wi.gov/residents/government/agendas_minutes_and_televised_meetings/protocol_co mmittee_(ad_hoc).php

2. A question was raised as to the process for removing items from the agenda. A motion was made and approved at the November 20th Protocol Meeting stating that no items may be removed from an agenda without approval from the chairperson after the initial approval of the agenda by the chairperson. In addition, the Common Council’s Rules of Order at paragraph 1.06 provide: “1) No items may be removed from an agenda without approval from the chairperson after the initial approval of the agenda by the chairperson.”

3. A statement was made that any alderman can add an item to agenda. Not necessarily. It depends. The City of Menasha has developed rules of order and does have a few ordinances dealing with placing certain items on an agenda. SEC. 2-2- 16(b); SEC. 2-2-5(f); SEC. 2-2-15. As a matter of course any alderman can ask at a meeting to have an item placed on the next agenda. It may or may not require a vote by the committee or council to place an item on the agenda. Items previously adopted and items meant to intimidate or otherwise serve no legitimate purpose should not be placed on an agenda. Some items require certain statutory notifications be given prior to being placed on an agenda.

4. A statement was made that the Protocol Committee had decided that Aldermen were allowed to speak as citizens during the public comment period of Common Council meetings. The Protocol Committee actually took no action on this topic. A motion was made to create a rule regarding elected officials speaking as a citizen from the gallery stating: Given that members of government bodies have ready access to agendas of the body, use of the Stat 19.82(4) exception by aldermen to discuss unnoticed matters from the gallery will not be allowed as it may be seen as an impermissible attempt to circumvent the notice requirements of the open meetings law. However, the motion died due to the lack of a second (See also attached League of Wisconsin Municipalities FAQ).

100 Main Street ● Suite 200 ● Menasha, Wisconsin 54952 ● Phone (920) 967-3608 ● Fax (920) 967-5273 www.cityofmenasha-wi.gov

City of Menasha ● Office of the Mayor Donald Merkes, Mayor [email protected]

MEMORANDUM

TO: Common Council FROM: Donald Merkes, Mayor City of Menasha Sustainability Board DATE: 31 May 2018 RE: Spring Electronics Recycling Event

The City of Menasha Sustainability Board hosts two electronics recycling events annually at the Menasha Utilities building on Milwaukee Street. At the most recent event on May 19th there were 332 participants (107 more than our previously most successful event), and 21,223 lbs. of recyclable electronics were kept out of the landfill. This compares to 10,593 lbs. from the fall 2017 event.

The next recycling date is October 13th from 8AM-Noon. The committee also collects donations for St. Vincent de Paul as an additional measure to keep items out of the landfill.

100 Main Street ● Suite 200 ● Menasha, Wisconsin 54952 ● Phone (920) 967-3608 ● Fax (920) 967-5273 www.cityofmenasha-wi.gov

CERTIFICATE OF RECYCLING All Items Received Will Be Recycled For Their Metal, Glass, & Plastic

Received From: City of Menasha 140 Main Street Menasha, WI 54952

Materials: 6864 lbs TVs, 1103 lbs Freon Appliances, 615 lbs Monitors, 2876 lbs Electronics, 8232 lbs Small Electronics, Printers, and Appliances, 1533 lbs CPUs

Total Weight Recycled: 21,223 lbs

This is to certify that the above items received by Recycle That Stuff in Appleton, WI will be recycled in accordance with all applicable Federal, State and local Regulations and will not be landfilled, or otherwise improperly disposed of.

May 19th,2018

ISO 14001:2015 Certified #A102908 Wis. DNR License 12843 121 N. Linwood Ave. – Appleton, WI 54914 ADS 5/24/2018 Rating of Racine St. Bascule Bridge (B-70-0001-02)

Racine Street over Fox River City of Menasha Winnebago County

The Federal Highway Administration (FHWA) requires all states to have an accurate, up-to-date load rating file on record for all state and local owned bridges. FHWA also mandated that State DOTs evaluate all bridges for a newly-defined suite of load posting vehicles, termed Special Haul Vehicles (SHVs). This evaluation had to be completed by December 31, 2017. Structures falling below a certain rating level needed to be checked for a load posting based on these SHVs.

It was this evaluation of SHVs that caused the Racine St. Bridge to be load posted at 30 tons, due in part to the age of the structure and the changes made in design philosophies over time. The end floor beam member of each bascule span (shown below) controls the structure rating. The load posting is a result of the analysis of the newer posting vehicles, not an indication of a structural deficiency or poor design.

An effort was made to conduct a more rigorous analysis using 3D computer techniques. This did improve the overall load rating results, but did not ultimately remove the structure from needing a posting.

Controlling members

STATE OF WISCONSIN DEPARTMENT OF TRANSPORATION

Inspection Report for B-70-001-0002 ( RACINE ST )

RACINE ST over FOX RIVER Owner STATE-S 84.10 Apr 17,2014

Type Prior Frequency (mos) Performed Routine 04-17-14 24 X Fracture Critical 04-03-13 24 Uw-Dive 11-01-11 60 SI&A 04-03-12 48

Latitude 44°12'02.88"N Longitude 88°26'46.74"W

Time Log Team members Hours Minutes Jim K 1 30

Name Number Signature Date Inspector Weber, Dale 3007

Reviewer

23-Apr-2014

BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 2

Identification & Location Feature On: Owner: Maintainer: Structure Number: RACINE ST STATE-S 84.10 STATE-S 84.10 Feature Under: County: B-70-001-0002 FOX RIVER WINNEBAGO(70) Location Municipality: Structure Name: 0.1M S JCT STH 114 CITY-MENASHA(70251) Section Town Range: RACINE ST S15 T20N R17E

Geometry Traffic measurements in feet, except where noted Lanes ADT ADT year Traffic Pattern Approach Roadway Width: Bridge Roadway Width: Total Length: 30 30.0 129.5 On 2 10600 2004 TWO WAY TRAFFIC Approach Pavement Width: Deck Width: Deck Area (sq ft): 30 44.5 5762 Under 0 NO TRAFFIC

Capacity Load Rating Inventory rating: Overburden depth File (in): Overburden depth New (in): Controlling: HS11 0.0 Operating rating: Deck surface material: Re-rate for capacity (Y/N): Control location: HS20 CONCRETE Posting: Re-rate notes:

Last rating date:

Hydraulic Classification Scour Critical Code(113): Q100 (ft3/sec): (8) STABLE-ABOVE TOP FOOTING 0 Scour POA on file: POA date: Velocity (ft/sec): Sufficieny #: 0.0 43.8

Span(s) Span # Material Configuration Depth (in) Length (ft) Main 1 STEEL BASCULE 107.5 Y

Expansion joint(s) Temperature: File: New:40 Joint # Location Type Last inspection date Last measure (in) New measure (in) 1 04-17-14 0.7 0.7 2 04-17-14 1.5 1.5 3 04-17-14 0.5 0.5

Vertical Clearance Measurement file (ft) File Date Measurement new (ft) Highway Minimum Under Cardinal Highway Minimum Under Non-Cardinal Highway Minimum On Railroad Minimum Under

23-Apr-2014 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 3 Structure No.:B-70-001-0002

Elements Quantity in Condition State Chk Element Protect Defect Description UOM Total 1 2 3 4 System X 12 Reinforced Concrete Deck SF 3,089 1,589 1,500 0 0

1080 Delamination - Spall - Patched Area SF 0 0 0 0

1130 Cracking (RC) SF 0 1,500 0 0 Transverse cracking w/ efflorescence

8000 Wearing Surface (Bare) SF 3,089 1,979 1,100 10 0

3210 Debonding/Spall/Patched Area/Pothole SF 0 100 10 0 Spalling near grid floor

3220 Crack (Wearing Surface) SF 0 1,000 0 0 Transverse cracks

8522 Coated Reinforcing SF 3,089 3,089 0 0 0

X 28 Steel Deck With Open Grid SF 2,701 701 1,000 1,000 0 studs welded on in 2000. Studs wearing down in tire tracks (2012).

1000 Corrosion SF 0 1,000 1,000 0

1010 Cracking SF 0 0 0 0

1020 Connection SF 0 0 0 0

X 107 Steel Open Girder LF 255 0 218 37 0

1000 Corrosion LF 0 158 37 0 Rust at all vertical stiffeners. Most rust is just at the bottom and the rest the entire length.

1900 Distortion LF 0 60 0 0 Located at bottom flange of built up section near girder ends

8516 Painted Steel SF 8,163 5,863 1,700 600 0

3440 Effectiveness (Steel Protective Coatings) SF 0 1,700 600 0 Rust at all vertical stiffeners. Most rust is just at the bottom and the rest the entire length.

X 113 Steel Stringer LF 1,289 1,154 100 35 0

1000 Corrosion LF 0 100 35 0 Small hole rusted through, South end (marked hole ends 2013). Rust at connections.

X 152 Steel Floor Beam LF 360 253 50 57 0

1000 Corrosion LF 0 50 57 0 Rust at connections.

X 210 Reinforced Concrete Pier Wall LF 248 223 25 0 0

1080 Delamination - Spall - Patched Area LF 0 0 0 0

1130 Cracking (RC) LF 0 25 0 0

X 330 Metal Bridge Rail LF 259 259 0 0 0

23-Apr-2014

X 8400 Integral Wingwall EA 2 2 0 0 0

Assessments Quantity in Condition State Chk Element Description UOM Total 1 2 3 4 X 9009 Sidewalk EA 2 0 2 0 0

X 9020 Movable Bridge - Counterweight EA 2 0 2 0 0

X 9169 Lateral Bracing EA 4 0 4 0 0 Rust at connections.

X 9290 Dolphin or Fender System EA 2 0 0 2 0 Timber rotting and dolphins compromised

X 9322 Approach Roadway - Concrete (non-structural) EA 1 0 0 1 0 Cracked spalled & patched

NBI Ratings File New Deck 6 6 Superstructure 5 5 Substructure 6 5 Culvert N N Channel 8 8 Waterway 8 8

Structure Specific Notes

Inspection Specific Notes See PDF for FC 2011

See 2011 underwater inspection PDF attachment in HSIS for additional information.

Inspector Site-Specific Safety Considerations None

Structure Inspection Procedures

Special Requirements Chk Comments Traffic Control X Closed by county Access Equipment X Reach-all Other

23-Apr-2014 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 5 Structure No.:B-70-001-0002

Construction History Year Work Performed FOS id 1952 NEW STRUCTURE 1965 PAINTING 1988 NEW RAILING 4992-19-00 1989 PAINTING 2002 PAINTING 6110-60-11 2007 MISC REPAIRS

Maintenance Items Item Priority Recommended by Status Status change Deck - Patching MEDIUM Weber, Dale (3007) IDENTIFIED 04/17/14 w/concrete

23-Apr-2014

page 6 Structure No.:B-70-001-0002

Routine

Document Comment/Description Floor Beam Corrosion (Typ) 04/17/14

23-Apr-2014 page 7 Structure No.:

Routine

Document Comment/Description North Approach 04/17/14

23-Apr-2014 page 8 Structure No.:

Routine

Document Comment/Description Bascule Girder Distortion (Typ) 04/17/14

23-Apr-2014 page 9 Structure No.:

Routine

Document Comment/Description Stiffener Corrosion (Typ) 04/17/14

23-Apr-2014 This page intentionally left blank

23-Apr-2014 STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION

Inspection Report for B-70-001-0002 ( RACINE ST ) RACINE ST over FOX RIVER Apr 08,2015

Type Prior Frequency (mos) Performed Routine 04-08-15 24 X Fracture Critical 04-08-15 24 X Movable 24 Uw-Dive 11-01-11 60 Uw-Profile 60 SI&A 04-03-12 48 Latitude 44°12'02.88"N Owner STATE-S 84.10 Longitude 88°26'46.74"W Maintainer STATE-S 84.10 Time Log Team members Hours Minutes Todd H 2 0 Jim K

Name Number Signature Date Inspector Weber, Dale 3007 Completed by Dale Weber(dotdsw) Reviewer

02-Jul-2015 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 2 Identification & Location Feature On: Section Town Range: Structure Number: RACINE ST S15 T20N R17E Feature Under: County: B-70-001-0002 FOX RIVER WINNEBAGO(70) Location Municipality: Structure Name: 0.1M S JCT STH 114 CITY-MENASHA(70251) RACINE ST Geometry Traffic measurements in feet, except where noted Lanes ADT ADT year Traffic Pattern Approach Roadway Width: Bridge Roadway Width: Total Length: 30 30.0 129.5 On 2 11300 2012 TWO WAY TRAFFIC Approach Pavement Width: Deck Width: Deck Area (sq ft): 30 44.5 5762 Under 0 NO TRAFFIC Capacity Load Rating Inventory rating: Overburden depth (in): Last rating date: Controlling: HS10 0.0 03-10-15 Operating rating: Deck surface material: Re-rate for capacity (Y/N): Control location: HS17 CONCRETE Posting: Re-rate notes:

Hydraulic Classification Scour Critical Code(113): Q100 (ft3/sec): (8) STABLE-ABOVE TOP FOOTING 0 High water elevation (ft): Velocity (ft/sec): Sufficieny #: 750.4 0.0 39.5 Span(s) Span # Material Configuration Depth (in) Length (ft) Main 1 STEEL BASCULE 107.5 Y

Expansion joint(s) Temperature: File:40 New:36 Joint # Location Type Last inspection date Last measure (in) New measure (in) 1 SO. END OF BASCULE OPEN 04-17-14 0.7 0.7 2 CENTER OF BASCULE OPEN 04-17-14 1.5 1.1 3 NO. END OF BASCULE OPEN 04-17-14 0.5 0.5 Vertical Clearance Measurement file (ft) File Date Measurement new (ft) Highway Minimum Under Cardinal Highway Minimum Under Non-Cardinal Highway Minimum On Railroad Minimum Under

02-Jul-2015 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 3 Structure No.:B-70-001-0002 Elements Quantity in Condition State Chk Element Defect Description UOM Total 1 2 3 4 Reinforced Concrete Deck SF 3,089 1,589 1,500 0 0 X 12

Cracking (RC) SF 0 1,500 0 0 1130 CS-2(S Half- 750 SF & N Half- 750 SF)Transverse cracking w/eff

Wearing Surface (Bare) SF 3,089 2,510 555 24 0 8000

Debonding/Spall/Patched Area/Pothole SF 0 55 24 0 3210 CS-2(S Half- 40 SF & N Half- 15 SF) Solid patches CS-3(S Half- 4 SF & N Half- 20 SF) Spalling near grid floor

Crack (Wearing Surface) SF 0 500 0 0 3220 CS-2(S Half- 250 SF & N Half- 250 SF) Transverse cracks

Coated Reinforcing SF 3,089 0 0 0 0 8522

Steel Deck With Open Grid SF 2,701 651 1,000 1,050 0 X 28 Studs welded on in 2000. Studs wearing down in tire tracks (2014)

Corrosion SF 0 1,000 1,000 0 1000 CS-2(1000 SF) Corrosion on vertical surfaces of grid floor CS-3(1000 SF) Coroosion at connections

Cracking SF 0 0 50 0 1010 CS-3(50 SF) Cracks at connections (estimated)

Steel Open Girder LF 255 0 215 40 0 X 107

Corrosion LF 0 165 40 0 CS-2(165') Misc areas 1000 CS-3(40') Rusting in built-up sections on bottom flanges. Also on vertical stiffeners causing distortion. Most rust is just at the bottom and the rest the entire length.

Distortion LF 0 50 0 0 1900 CS-2(50') Located at bottom flange of built up section near girder ends & stiffeners

Painted Steel SF 8,163 5,863 1,700 600 0 8516

Effectiveness (Steel Protective Coatings) SF 0 1,700 600 0 3440 Rust at all vertical stiffeners. Most rust is just at the bottom and the rest the entire length.

Steel Stringer LF 1,289 1,154 100 35 0 X 113

Corrosion LF 0 100 35 0 1000 CS-2(100') Bottom & top flanges CS-3(35') At connections & ends. Small hole rusted through, South end (marked hole ends 2013).

Steel Floor Beam LF 360 253 50 57 0 X 152

Corrosion LF 0 50 57 0 1000 CS-2(50') Top & bottom flanges CS-3(57') Rust at connections.

02-Jul-2015 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 4 Structure No.:B-70-001-0002 Reinforced Concrete Pier Wall LF 42 37 5 0 0 X 210 Pier 9

Cracking (RC) LF 0 5 0 0 1130 CS-2(Pier 9- 5') Vertical & horz cracking

Reinforced Concrete Abutment LF 60 53 7 0 0 X 215

Cracking (RC) LF 0 7 0 0 1130 CS-2(N Abut 7') Vertical & horz cracking

Metal Bridge Rail LF 259 259 0 0 0 X 330

Integral Wingwall EA 2 2 0 0 0 X 8400

Assessments Quantity in Condition State Chk Element Defect Description UOM Total 1 2 3 4 Sidewalk EA 2 0 2 0 0 X 9009 Concrete at approaches & steel grid on bascule span

Movable Bridge - Counterweight EA 2 0 2 0 0 X 9020

Lateral Bracing EA 4 0 4 0 0 X 9169 Rust at connections.

Dolphin or Fender System EA 2 0 0 2 0 X 9290 Timber rotting and dolphins compromised

Approach Roadway - Concrete (non-structural) EA 1 0 0 1 0 X 9322 Cracked spalled & patched

NBI Ratings File New Deck 6 6 Superstructure 5 5 Substructure 5 5 Culvert NN Channel 8 8 Waterway 8 8 Structure Specific Notes

Inspection Specific Notes Inspect from NB in 2016

02-Jul-2015 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 5 Structure No.:B-70-001-0002 Inspector Site-Specific Safety Considerations None Structure Inspection Procedures FRACTURE CRITICAL INSPECTION PROCEDURE STRUCTURE NO:B-70-1 (Unit 2) FEATURE ON:Racine Street Bascule over Fox River FEATURE UNDER:Fox River DESCRIPTION: This structure consists of 10 spans. The approach spans are multi girder steel plate girder sections. Span 9 has a FC 2- girder section. The bascule portion of the bridge is located in span 10 and consists of 4 fracture critical haunched girders. INSPECTION FREQUENCY:24 month EQUIPMENT REQUIRED:Reach-All Inspection vehicle INSPECTION STAFF:3 persons TRAFFIC CONTROL:Inspection requires a flagging operation on the bridge. (Winnebago County Hwy Dept) FC DIAGRAM:See attached MEMBERS TO INSPECT: Haunched steel bascule girders and 2-girder section in span 9. AREAS OF CONCERN: Monitor distortion caused by pack rust at girder stiffeners and connection areas. INSPECTION PROCEDURE: A hands-on visual inspection is required on all surfaces of the four steel bascule girders. In addition, special attention should be given to all connection details on the steel superstructure such as butt welds, stiffeners, lower lateral connections and bracing connections. Observations and measurements are taken to identify any changes from previous fracture critical inspections. If any suspect areas are found, then non-destructive testing procedures should be performed to determine the extent of the problem. Special Requirements Chk Comments Traffic Control Access Equipment Other

Construction History Year Work Performed FOS id 2007 MISC REPAIRS 2002 PAINTING 6110-11-60 1989 PAINTING 1988 NEW DECK 4992-00-19 1965 PAINTING 1952 NEW STRUCTURE Maintenance Items History Item Recommended by Status Status change Year completed Maintenance Items Item Priority Recommended by Status Status change Deck - Patching MEDIUM Weber, Dale (3007) IDENTIFIED 04/17/14

w/concrete

02-Jul-2015 page 6 Structure No.:B-70-001-0002 Underwater Probe Form B-70-001-0002 General Site Conditions - Scour

General Site Conditions - Embankment Erosion/Conditions

Substructure Notes Unit Max Water Depth(ft) Mode Notes Cardinal Abutment

Pier 1

NonCardinal Abutment

02-Jul-2015 page 7 Structure No.:B-70-001-0002 Routine Document Comment/Description CS-3 N Approach 4/8/15

02-Jul-2015 page 8 Structure No.:B-70-001-0002 Routine Document Comment/Description CS-3 Corrosion at Stiffener (Typ) 4/8/15

02-Jul-2015 STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION

Inspection Report for B-70-001-0002 ( RACINE ST ) RACINE ST over FOX RIVER Apr 20,2016

Type Prior Frequency (mos) Performed Routine 04-20-16 24 X Fracture Critical 04-08-15 24 Movable 07-02-15 24 Uw-Dive 11-01-11 60 Uw-Profile 09-22-15 60 SI&A 04-03-12 48 X Latitude 44°12'02.88"N Owner STATE-S 84.10 Longitude 88°26'46.74"W Maintainer STATE-S 84.10 Time Log Team members Hours Minutes Jim K 1 30

Name Number Signature Date Inspector Dale Weber Weber, Dale 3007 E-signed by Dale Weber(dotdsw) 04-20-16 Reviewer

20-Apr-2016 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 2 Identification & Location Feature On: Section Town Range: Structure Number: RACINE ST S15 T20N R17E Feature Under: County: B-70-001-0002 FOX RIVER WINNEBAGO(70) Location Municipality: Structure Name: 0.1M S JCT STH 114 CITY-MENASHA(70251) RACINE ST Geometry Traffic measurements in feet, except where noted Lanes ADT ADT year Traffic Pattern Approach Roadway Width: Bridge Roadway Width: Total Length: 30 30.0 129.5 On 3 8800 2015 TWO WAY TRAFFIC Approach Pavement Width: Deck Width: Deck Area (sq ft): 30 44.5 5762 Under 0 NO TRAFFIC Capacity Load Rating Inventory rating: Overburden depth (in): Last rating date: Controlling: HS10 0.0 03-10-15 Operating rating: Deck surface material: Re-rate for capacity (Y/N): Control location: HS17 CONCRETE Posting: Re-rate notes:

Hydraulic Classification Scour Critical Code(113): Q100 (ft3/sec): (8) STABLE-ABOVE TOP FOOTING 0 High water elevation (ft): Velocity (ft/sec): Sufficieny #: 750.4 0.0 41.4 Span(s) Span # Material Configuration Depth (in) Length (ft) Main 1 STEEL BASCULE 107.5 Y

Expansion joint(s) Temperature: File: New:38 Joint # Location Type Last inspection date Last measure (in) New measure (in) 1 SO. END OF BASCULE OPEN 04-08-15 0.7 0.7 2 CENTER OF BASCULE OPEN 04-08-15 1.1 1.0 3 NO. END OF BASCULE OPEN 04-08-15 0.5 0.5 Vertical Clearance Measurement file (ft) File Date Measurement new (ft) Highway Minimum Under Cardinal Highway Minimum Under Non-Cardinal Highway Minimum On Railroad Minimum Under

20-Apr-2016 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 3 Structure No.:B-70-001-0002 Elements Quantity in Condition State Chk Element Defect Description UOM Total 1 2 3 4 Reinforced Concrete Deck SF 3,089 1,589 1,500 0 0 X 12 Deck over Machinerty Rooms

Cracking (RC) SF 0 1,500 0 0 1130 CS-2(S Half- 750 SF & N Half- 750 SF)Transverse cracking w/eff

Wearing Surface (Bare) SF 3,089 2,510 555 24 0 8000

Debonding/Spall/Patched Area/Pothole SF 0 55 24 0 3210 CS-2(S Half- 40 SF & N Half- 15 SF) Solid patches CS-3(S Half- 4 SF & N Half- 20 SF) Spalling near grid floor and at N break

Crack (Wearing Surface) SF 0 500 0 0 3220 CS-2(S Half- 250 SF & N Half- 250 SF) Transverse cracks

Coated Reinforcing SF 3,089 0 0 0 0 8522

Steel Deck With Open Grid SF 2,701 651 1,000 1,050 0 X 28 Studs welded on in 2000. Studs wearing down in tire tracks (2014)

Corrosion SF 0 1,000 1,000 0 1000 CS-2(1000 SF) Corrosion on vertical surfaces of grid floor CS-3(1000 SF) Coroosion at connections

Cracking SF 0 0 50 0 1010 CS-3(50 SF) Cracks at connections (estimated)

Steel Open Girder LF 255 0 185 70 0 X 107

Corrosion LF 0 135 70 0 CS-2(135') Misc areas 1000 CS-3(70') Rusting in built-up sections on bottom flanges. Also on vertical stiffeners causing distortion. Most rust is just at the bottom and the rest the entire length.

Distortion LF 0 50 0 0 1900 CS-2(50') Located at bottom flange of built up section near girder ends & stiffeners

Painted Steel SF 8,163 5,863 1,700 600 0 8516 Painted in 2002

Effectiveness (Steel Protective Coatings) SF 0 1,700 600 0 3440 Rust at all vertical stiffeners. Most rust is just at the bottom and the rest the entire length.

Steel Stringer LF 1,289 1,154 100 35 0 X 113

Corrosion LF 0 100 35 0 1000 CS-2(100') Bottom & top flanges CS-3(35') At connections & ends. Small hole rusted through, South end (marked hole ends 2013).

Steel Floor Beam LF 360 240 50 70 0 X 152

Corrosion LF 0 50 70 0 1000 CS-2(50') Top & bottom flanges CS-3(70') Rust at connections.

20-Apr-2016 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 4 Structure No.:B-70-001-0002 Reinforced Concrete Pier Wall LF 42 37 5 0 0 X 210 Pier 9

Cracking (RC) LF 0 5 0 0 1130 CS-2(Pier 9- 5') Vertical & horz cracking

Reinforced Concrete Abutment LF 60 53 7 0 0 X 215 N Abutment

Cracking (RC) LF 0 7 0 0 1130 CS-2(N Abut 7') Vertical & horz cracking

Metal Bridge Rail LF 259 259 0 0 0 X 330

Integral Wingwall EA 2 1 1 0 0 X 8400

Wingwall Deterioration. EA 0 1 0 0 8903 Patch in NW Wing

Assessments Quantity in Condition State Chk Element Defect Description UOM Total 1 2 3 4 Drainage - Approach EA 2 2 0 0 0 X 9001 At N Abutment

Sidewalk EA 2 0 2 0 0 X 9009 Concrete at approaches & steel grid on bascule span

Movable Bridge - Counterweight EA 2 0 2 0 0 X 9020

Lateral Bracing EA 4 0 4 0 0 X 9169 Rust at connections.

Dolphin or Fender System EA 2 0 0 2 0 X 9290 Timber rotting and dolphins compromised

Approach Roadway - Concrete (non-structural) EA 1 0 0 1 0 X 9322 Cracked spalled & patched

NBI Ratings File New Deck 6 6 Superstructure 5 5 Substructure 5 5 Culvert NN Channel 8 8 Waterway 8 8

20-Apr-2016 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 5 Structure No.:B-70-001-0002 Structure Specific Notes

Inspection Specific Notes

Inspector Site-Specific Safety Considerations None Structure Inspection Procedures FRACTURE CRITICAL INSPECTION PROCEDURE STRUCTURE NO:B-70-1 (Unit 2) FEATURE ON:Racine Street Bascule over Fox River FEATURE UNDER:Fox River DESCRIPTION: This structure consists of 10 spans. The approach spans are multi girder steel plate girder sections. Span 9 has a FC 2-girder section. The bascule portion of the bridge is located in span 10 and consists of 4 fracture critical haunched girders. INSPECTION FREQUENCY:24 month EQUIPMENT REQUIRED:Reach-All Inspection vehicle INSPECTION STAFF:3 persons TRAFFIC CONTROL:Inspection requires a flagging operation on the bridge. (Winnebago County Hwy Dept) FC DIAGRAM:See attached MEMBERS TO INSPECT: Haunched steel bascule girders and 2-girder section in span 9. AREAS OF CONCERN: Monitor distortion caused by pack rust at girder stiffeners and connection areas. INSPECTION PROCEDURE: A hands-on visual inspection is required on all surfaces of the four steel bascule girders. In addition, special attention should be given to all connection details on the steel superstructure such as butt welds, stiffeners, lower lateral connections and bracing connections. Observations and measurements are taken to identify any changes from previous fracture critical inspections. If any suspect areas are found, then non-destructive testing procedures should be performed to determine the extent of the problem. Special Requirements Chk Comments Traffic Control ReachAll Vehicle Access Equipment Other

Construction History Year Work Performed FOS id 2007 MISC REPAIRS 2002 PAINTING 6110-11-60 1989 PAINTING 1988 NEW DECK 4992-00-19 1965 PAINTING 1952 NEW STRUCTURE Maintenance Items History Item Recommended by Status Status change Year completed Approach - Patch Concrete Lahm, Jason G (3011) COMPLETE 01/13/16 2015

Spall in NB Lane

Deck - Patching Weber, Dale (3007) COMPLETE 01/13/16 2015

Patch w/concrete - 2'X4' on south side & 2'X4' on north side

Misc - Other Work Weber, Dale (3007) COMPLETE 01/13/16 2015

Replace south bumper blocks

Misc - Wash Bridge Blazek, Chris (3009) COMPLETE 01/13/16 2015

20-Apr-2016 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 6 Structure No.:B-70-001-0002 Deck - Patching Blazek, Chris (3009) COMPLETE 01/13/16 2015

Patch 1"x1" spall in deck.

Misc - Other Work Blazek, Chris (3009) COMPLETE 01/13/16 2015

4 Navigation lights are out (3 at center of bascule opening and 1 in SE corner).

Misc - Other Work Blazek, Chris (3009) COMPLETE 01/13/16 2015

Repair steel angle at limiter switch at G2 (East Girder) south leaf of Span 10.

Maintenance Items Item Priority Recommended by Status Status change Approach - Seal Cracks MEDIUM Weber, Dale (3007) IDENTIFIED 04/20/16

w/TK9030

20-Apr-2016 page 7 Structure No.:B-70-001-0002 Underwater Probe Form B-70-001-0002 General Site Conditions - Scour

General Site Conditions - Embankment Erosion/Conditions

Substructure Notes Unit Max Water Depth(ft) Mode Notes Cardinal Abutment

Pier 1

Non Cardinal Abutment

20-Apr-2016 page 8 Structure No.:B-70-001-0002 Routine Document Comment/Description CS-2 Distortion in lower flange built-up section plating (Typ) (4/20/16)

20-Apr-2016 page 9 Structure No.:B-70-001-0002 Routine Document Comment/Description Hole thru stringer S4 at S end (4/20/16)

20-Apr-2016 STRUCTURE INVENTORY AND APPRAISAL FIELD REVIEW FORM

B-70-001-0002 RACINE ST over FOX RIVER

LOCATION (3) Municipality: CITY-MENASHA(70251) (16) Latitiude(° ' "): 44°12'02.88"N (17) Longitude(° ' "): 88°26'46.74"W

TRAFFIC SERVICE (28A) Lanes On: 3 (28B) Lanes Under: 0 (102) Traffic Pattern On: -NO TRAFFIC -ONE WAY TRAFFIC X-TWO WAY TRAFFIC (102) Traffic Pattern Under: X-NO TRAFFIC -ONE WAY TRAFFIC -TWO WAY TRAFFIC (19) Detour Length(mi): 4

GEOMETRY (49) Structure Length(ft): 129.5 (50) Sidewalk Width(ft): Left: 7.3 Right: 7.0 (50) Curb Width(ft): (52) Culvert Barrel Length(ft): (34) Skew: Angle(°): Direction: -RIGHT FORWARD -LEFT FORWARD Cardinal Width Non-Cardinal Width (51) Bridge Roadway(ft): 30.0 30.0 (52) Deck(ft): 44.5 44.5 (32) Approach Roadway(ft): 30 0 Cardinal Under Clearance Non-Cardinal Under Clearance (47) Minimum Horizontal(ft): (55) Minimum Right Lateral(ft): (55) Minimum Left Lateral(ft):

RAILING APPRAISAL (36A) Bridge Rail Adequacy: -SUB-STANDARD X-STANDARD -NOT APPLICABLE (36B) Transition Adequacy: -SUB-STANDARD -STANDARD X-NOT APPLICABLE (36C) Approach Guardrail Adequacy: -SUB-STANDARD -STANDARD X-NOT APPLICABLE (36D) Guardrail Termination Adequacy: -SUB-STANDARD -STANDARD X-NOT APPLICABLE Outer Rail: Left Right Type TYPE F (TWO SQUARE TUBES) - STEEL(8) TYPE F (3 SQUARE TUBES) - STEEL(65) TYPE F (4 SQUARE TUBES) - STEEL(72) TYPE M-STEEL 3 SQUARE TUBES(93) SLOPED FACE PARAPET LF(91) SLOPED FACE PARAPET HF(92) VERTICAL FACE PARAPET TYPE A(74) TYPE W-THRIE BEAM(79) TYPE H ON VERTICAL PARAPET(80) TIMBER(38) X X OTHER(99) (Please specify) Left: 3 LINE ELLIPTICAL TUBES - ALUMINUM(60)

Right: 3 LINE ELLIPTICAL TUBES - ALUMINUM(60)

Transition Type: CONT GUARD RAIL X NO APP GRDRL NO ATTACHMENT 22 MM(7/8") BOLT (Please enter quantity) 25 MM(1") BOLT (Please enter quantity) OTHER (Please specify)

Guardrail Termination Type: (01) ENERGY ABSORBING TERMINAL/EAT (02) TURN DOWN (99) OTHER (Please specify)

ROADWAY ALIGNMENT APPRAISAL (72) Approach Alignment Appraisal: (3) INTOLERABLE- Horizontal or Vertical curvature requires a substantial reduction in vehicle operating speed (6) FAIR- Horizontal or Vertical curvature requires a very minor speed reduction X (8) GOOD- No speed reduction required

20-Apr-2016 STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION

Inspection Report for B-70-001-0002 ( RACINE ST ) RACINE ST over FOX RIVER Apr 05,2017

Type Prior Frequency (mos) Performed Routine 04-20-16 24 X Fracture Critical 04-08-15 24 X Movable 06-07-16 24 Uw-Dive 11-29-16 60 SIA Review 04-20-16 48 Uw-Profile 11-29-16 60 Latitude 44°12'02.88"N Owner STATE-S 84.10 Longitude 88°26'46.74"W Maintainer STATE-S 84.10 Time Log Team members Hours Minutes Todd H. 1 30

Name Number Signature Date Inspector Dale Weber Weber, Dale 3007 E-signed by Dale Weber(dotdsw) 04-06-17

06-Apr-2017 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 2 Identification & Location Feature On: Section Town Range: Structure Number: RACINE ST S15 T20N R17E Feature Under: County: B-70-001-0002 FOX RIVER WINNEBAGO Location Municipality: Structure Name: 0.1M S JCT STH 114 MENASHA RACINE ST Geometry Traffic measurements in feet, except where noted Lanes ADT ADT year Traffic Pattern Approach Roadway Width: Bridge Roadway Width: Total Length: 30 30.0 129.5 On 3 9600 2017 TWO WAY TRAFFIC Approach Pavement Width: Deck Width: Deck Area (sq ft): 30 44.5 5762 Capacity Load Rating Inventory rating: Overburden depth (in): Last rating date: Controlling: HS10 0.0 03-10-15 Operating rating: Deck surface material: Re-rate for capacity (Y/N): Control location: HS17 CONCRETE Posting: Re-rate notes:

Hydraulic Classification Scour Critical Code(113): Q100 (ft3/sec): (8) STABLE-ABOVE TOP FOOTING 0 High water elevation (ft): Velocity (ft/sec): Sufficieny #: 750.4 0.0 Span(s) Span # Material Configuration Depth (in) Length (ft) Main 1 STEEL BASCULE 107.5 Y

Expansion joint(s) Temperature: File: New:42 Joint # Location Type Last inspection date Last measure (in) New measure (in) 1 SO. END OF BASCULE OPEN 04-20-16 0.7 0.5 2 CENTER OF BASCULE OPEN 04-20-16 1.0 1.0 3 NO. END OF BASCULE OPEN 04-20-16 0.5 0.5 Clearance Item File Measurement (ft) File Date New Measurement (ft) Highway Min Vertical On Cardinal Horizontal On Cardinal

Construction History Year Work Performed FOS id 2007 MISC REPAIRS 2002 PAINTING 6110-11-60 1989 PAINTING 1988 NEW DECK 4992-00-19 1965 PAINTING 1952 NEW STRUCTURE

06-Apr-2017 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 3 Structure No.:B-70-001-0002 Maintenance Items History Item Recommended by Status Status change Year completed Approach - Seal Cracks Weber, Dale (3007) REJECTED 04/06/17

w/TK9030

Misc - Other Work Blazek, Chris (3009) COMPLETE 01/13/16 2015

Repair steel angle at limiter switch at G2 (East Girder) south leaf of Span 10.

Misc - Other Work Blazek, Chris (3009) COMPLETE 01/13/16 2015

4 Navigation lights are out (3 at center of bascule opening and 1 in SE corner).

Approach - Patch Concrete Lahm, Jason G (3011) COMPLETE 01/13/16 2015

Spall in NB Lane

Misc - Other Work Weber, Dale (3007) COMPLETE 01/13/16 2015

Replace south bumper blocks

Misc - Wash Bridge Blazek, Chris (3009) COMPLETE 01/13/16 2015

Deck - Patching Blazek, Chris (3009) COMPLETE 01/13/16 2015

Patch 1"x1" spall in deck.

Deck - Patching Weber, Dale (3007) COMPLETE 01/13/16 2015

Patch w/concrete - 2'X4' on south side & 2'X4' on north side

Maintenance Items Item Priority Recommended by Status Status change Deck - Patching MEDIUM Weber, Dale (3007) IDENTIFIED 04/17/14

w/concrete

Approach - Repair Approaches LOW Weber, Dale (3007) IDENTIFIED 04/06/17

Replace portions of N approach

Elements Quantity in Condition State Chk Element Defect Description UOM Total 1 2 3 4 Reinforced Concrete Deck-Coated Reinforcing SF 3,089 1,589 1,500 0 0 X 12 Deck over Machinerty Rooms

Cracking (RC) SF 0 1,500 0 0 1130 CS-2(S Half- 750 SF & N Half- 750 SF)Transverse cracking w/eff

Wearing Surface (Bare) SF 3,089 2,510 555 24 0 8000

Debonding/Spall/Patched Area/Pothole SF 0 55 24 0 3210 CS-2(S Half- 40 SF & N Half- 15 SF) Solid patches CS-3(S Half- 4 SF & N Half- 20 SF) Spalling near grid floor and at N break

Crack (Wearing Surface) SF 0 500 0 0 3220 CS-2(S Half- 250 SF & N Half- 250 SF) Transverse cracks

06-Apr-2017 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 4 Structure No.:B-70-001-0002 Steel Deck With Open Grid SF 2,701 651 1,000 1,050 0 X 28 Studs welded on in 2000. Studs wearing down in tire tracks (2014)

Corrosion SF 0 1,000 1,000 0 1000 CS-2(1000 SF) Corrosion on vertical surfaces of grid floor CS-3(1000 SF) Coroosion at connections

Cracking SF 0 0 50 0 1010 CS-3(50 SF) Cracks at connections (estimated)

Steel Open Girder LF 255 0 155 100 0 X 107

Corrosion LF 0 105 100 0 CS-2(105') Misc areas 1000 CS-3(100') Rusting in built-up sections on bottom flanges. Also on vertical stiffeners causing distortion. Most rust is just at the bottom and the rest the entire length.

Distortion LF 0 50 0 0 1900 CS-2(50') Located at bottom flange of built up section near girder ends & stiffeners

Painted Steel SF 8,163 5,863 1,700 600 0 8516 Painted in 2002

Effectiveness (Steel Protective Coatings) SF 0 1,700 600 0 3440 Rust at all vertical stiffeners. Most rust is just at the bottom and the rest the entire length.

Steel Stringer LF 1,289 1,119 120 50 0 X 113

Corrosion LF 0 120 50 0 1000 CS-2(120') Bottom & top flanges CS-3(50') At connections & ends. Small hole rusted through, South end (marked hole ends 2013).

Steel Floor Beam LF 360 230 60 70 0 X 152

Corrosion LF 0 60 70 0 1000 CS-2(60') Top & bottom flanges CS-3(70') Rust at connections.

Reinforced Concrete Pier Wall LF 42 37 5 0 0 X 210 Pier 9

Cracking (RC) LF 0 5 0 0 1130 CS-2(Pier 9- 5') Vertical & horz cracking

Reinforced Concrete Abutment LF 60 53 7 0 0 X 215 N Abutment

Cracking (RC) LF 0 7 0 0 1130 CS-2(N Abut 7') Vertical & horz cracking

Metal Bridge Rail LF 259 259 0 0 0 X 330

Integral Wingwall EA 2 1 1 0 0 X 8400

Wall Deterioration EA 0 1 0 0 8903 CS-2(1 EA) Patch in NW Wing

06-Apr-2017 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 5 Structure No.:B-70-001-0002 Assessments Quantity in Condition State Chk Element Defect Description UOM Total 1 2 3 4 Drainage - Approach EA 2 2 0 0 0 X 9001 At N Abutment

Sidewalk EA 2 0 2 0 0 X 9009 Concrete at approaches & steel grid on bascule span

Movable Bridge - Counterweight EA 2 0 2 0 0 X 9020

Lateral Bracing EA 4 0 4 0 0 X 9169 Rust at connections.

Dolphin or Fender System EA 2 0 0 2 0 X 9290 Timber rotting near waterline and dolphins compromised.

Approach Roadway - Concrete (non-structural) EA 1 0 0 1 0 X 9322 Cracked spalled & patched

NBI Ratings File New Deck 6 6 Superstructure 5 5 Substructure 5 5 Culvert NN Channel 8 8 Waterway 8 8 Structure Specific Notes The routine underwater inspection of Bridge B-70-01 (Racine St. over the Fox River) was completed on November 29, 2016. The underwater inspection was conducted from a 20 ft boat. The inspection was conducted by a team consisting of one ADCI certified PE- Diver with WisDOT Team leader experience (TL #9534), one engineer diver and one technician. The inspection utilized commercial SCUBA equipment in accordance with OSHA regulations. Soundings were obtained with a continuously recording fathometer operating at 200 kHz and linked to a WAAS enabled GPS receiver. Additional soundings were obtained around the piers with a survey rod. Current flow conditions can be found at http://waterwatch.usgs.gov. U.S. Coastguard notification is not required for a local notice to mariners announcement at this bridge since it is not located on navigable waterway per USCG. Local law enforcement was notified for security considerations of the diving operations prior to inspection at: Winnebago County Sheriffs Dept. (920) 727-2888. The US Army Corps of Engineers operates the Menasha Dam located immediately downstream of the bridge and they can be contacted at (920) 380-7101. The bridge elements to be inspected consist of 12 reinforced concrete columns and 2 concrete abutments, one concrete pier wall and one timber fender system. According to plans dated 1949, Piers 1 through 9 are founded on spread footings. Therefore, inspection procedures should follow FHWA guidance and the WisDOT structure Inspection Manual with channel bottom probing to search for bottom of foundations. The routine underwater inspection frequency is recommended to remain at 60 months based on those findings and risk factors. Also, inspection procedures should continue to follow the above approach and standard guidance with 100% Level I and 10% Level II intensity efforts. Inspection Specific Notes

Inspector Site-Specific Safety Considerations None

06-Apr-2017 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 6 Structure No.:B-70-001-0002 Structure Inspection Procedures FRACTURE CRITICAL INSPECTION PROCEDURE STRUCTURE NO:B-70-1 (Unit 2) FEATURE ON:Racine Street Bascule over Fox River FEATURE UNDER:Fox River DESCRIPTION: This structure consists of 10 spans. The approach spans are multi girder steel plate girder sections. Span 9 has a FC 2-girder section. The bascule portion of the bridge is located in span 10 and consists of 4 fracture critical haunched girders. INSPECTION FREQUENCY:24 month EQUIPMENT REQUIRED:Reach-All Inspection vehicle INSPECTION STAFF:3 persons TRAFFIC CONTROL:Inspection requires a flagging operation on the bridge. (Winnebago County Hwy Dept) FC DIAGRAM:See attached MEMBERS TO INSPECT: Haunched steel bascule girders and 2-girder section in span 9. AREAS OF CONCERN: Monitor distortion caused by pack rust at girder stiffeners and connection areas. INSPECTION PROCEDURE: A hands-on visual inspection is required on all surfaces of the four steel bascule girders. In addition, special attention should be given to all connection details on the steel superstructure such as butt welds, stiffeners, lower lateral connections and bracing connections. Observations and measurements are taken to identify any changes from previous fracture critical inspections. If any suspect areas are found, then non-destructive testing procedures should be performed to determine the extent of the problem. Special Requirements Chk Hours Cost Comments A62 Reach-All Unit X Inspect from NB in 2018

06-Apr-2017 page 7 Structure No.:B-70-001-0002 Underwater Probe Form B-70-001-0002 General Site Conditions - Scour None

General Site Conditions - Embankment Erosion/Conditions Stable

Substructure Notes Unit Max Water Depth(ft) Mode Notes Cardinal 7.8 Scuba North Abutment

Pier 1 9.1 Scuba Pier 9

Non Cardinal

06-Apr-2017 page 8 Structure No.:B-70-001-0002 Routine Document Comment/Description CS-2 Distortion in lower flange built-up section plating (Typ) (4/20/16) (Same 4/5/17)

06-Apr-2017 page 9 Structure No.:B-70-001-0002 Routine Document Comment/Description Hole thru stringer S4 at S end (4/20/16) (Same 4/5/17)

06-Apr-2017 page 10 Structure No.:B-70-001-0002 Routine Document Comment/Description CS-3 Corrosion at NE corner of bascule girder (Typ) (4/5/17)

06-Apr-2017 page 11 Structure No.:B-70-001-0002 Routine Document Comment/Description CS-3 Corrosion at stiffener/bottom flange connection (Typ) (4/5/17)

06-Apr-2017 page 12 Structure No.:B-70-001-0002 Routine Document Comment/Description CS-3 Corrosion at SW corner of bascule girder (Typ) (4/5/17)

06-Apr-2017 page 13 Structure No.:B-70-001-0002 Routine Document Comment/Description CS-3 deterioration in connection (Typ) (4/5/17)

06-Apr-2017 page 14 Structure No.:B-70-001-0002 Routine Document Comment/Description CS-3 Deterioration in W jaw (4/5/17)

06-Apr-2017 page 15 Structure No.:B-70-001-0002 Non-Image Documents Type Document Document Comment/Description Attached UW Profile b70-001-000_xpd1.doc Streambed profile.

06-Apr-2017 This page intentionally left blank

06-Apr-2017 STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION

Inspection Report for B-70-001-0002 ( RACINE ST ) RACINE ST over FOX RIVER Apr 12,2018

Type Prior Frequency (mos) Performed Routine 04-05-17 24 X Fracture Critical 04-05-17 12 X Interim 12-19-17 0 Movable 05-01-17 24 Uw-Dive 11-29-16 60 Load Posted Verification (dt2122) 12-19-17 0 Reach All 04-05-17 12 X SIA Review 04-20-16 48 X Uw-Profile 09-25-17 60

Start Coordinates End Coordinates (optional) Latitude 44°12'02.88"N Latitude Longitude 88°26'46.74"W Longitude Owner STATE-S 84.10 Maintainer STATE-S 84.10 Time Log Team members Hours Minutes Roy T, Todd H, Dale W 1 45

Name Number Signature Date Inspector Jim W McDowell McDowell, Jim W 3008 E-signed by Alex Pence(dotawp) 04-24-18

24-Apr-2018 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 2 Identification & Location Feature On: Section Town Range: Structure Number: RACINE ST S15 T20N R17E Feature Under: County: B-70-001-0002 FOX RIVER WINNEBAGO Location Municipality: Structure Name: 0.1M S JCT STH 114 MENASHA RACINE ST Geometry Traffic measurements in feet, except where noted Lanes ADT ADT year Traffic Pattern Approach Roadway Width: Bridge Roadway Width: Total Length: 30 30.0 129.5 On 3 9600 2018 TWO WAY TRAFFIC Approach Pavement Width: Deck Width: Deck Area (sq ft): 30 44.5 5762 Capacity Load Rating Inventory rating: Overburden depth (in): Last rating date: Controlling: HS10 0.0 03-10-15 Operating rating: Deck surface material: Re-rate for capacity (Y/N): Control location: HS17 CONCRETE Posting: Re-rate notes: 30 TON Hydraulic Classification Scour Critical Code(113): Q100 (ft3/sec): (8) STABLE-ABOVE TOP FOOTING 0 High water elevation (ft): Velocity (ft/sec): Sufficiency #: 750.4 0.0 39.6 Span(s) Span # Material Configuration Depth (in) Length (ft) Main 1 STEEL BASCULE 107.5 Y

Expansion joint(s) Temperature: File: New:40 Joint # Location Type Last inspection date Last measure (in) New measure (in) 1 SO. END OF BASCULE OPEN 04-05-17 0.5 0.7 2 CENTER OF BASCULE OPEN 04-05-17 1.0 1.0 3 NO. END OF BASCULE OPEN 04-05-17 0.5 0.5 Clearance Item File Measurement (ft) File Date New Measurement (ft) Highway Min Vertical On Cardinal Horizontal On Cardinal

Construction History Year Work Performed FOS id 2007 MISC REPAIRS 2002 PAINTING 6110-11-60 1989 PAINTING 1988 NEW DECK 4992-00-19 1965 PAINTING 1952 NEW STRUCTURE

24-Apr-2018 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 3 Structure No.:B-70-001-0002 Maintenance Items History Item Recommended by Status Status change Year completed Approach - Seal Cracks Weber, Dale (3007) REJECTED 04/06/17

w/TK9030

Deck - Patching Weber, Dale (3007) COMPLETE 09/28/17 2017

w/concrete

Misc - Other Work Blazek, Chris (3009) COMPLETE 01/13/16 2015

Repair steel angle at limiter switch at G2 (East Girder) south leaf of Span 10.

Deck - Patching Weber, Dale (3007) COMPLETE 01/13/16 2015

Patch w/concrete - 2'X4' on south side & 2'X4' on north side

Deck - Patching Blazek, Chris (3009) COMPLETE 01/13/16 2015

Patch 1"x1" spall in deck.

Misc - Other Work Blazek, Chris (3009) COMPLETE 01/13/16 2015

4 Navigation lights are out (3 at center of bascule opening and 1 in SE corner).

Approach - Patch Concrete Lahm, Jason G (3011) COMPLETE 01/13/16 2015

Spall in NB Lane

Misc - Other Work Weber, Dale (3007) COMPLETE 01/13/16 2015

Replace south bumper blocks

Misc - Wash Bridge Blazek, Chris (3009) COMPLETE 01/13/16 2015

Maintenance Items Item Priority Recommended by Status Status change Approach - Repair Approaches LOW Weber, Dale (3007) IDENTIFIED 04/06/17

Replace portions of N approach

IMP-Structure Replacement Lahm, Jason G (3011) IDENTIFIED 01/26/18

2022

24-Apr-2018 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 4 Structure No.:B-70-001-0002 Elements Quantity in Condition State Chk Element Defect Description UOM Total 1 2 3 4 Reinforced Concrete Deck-Coated Reinforcing SF 3,089 1,589 1,500 0 0 X 12 Deck over Machinerty Rooms

Cracking (RC) SF 0 1,500 0 0 1130 CS-2(S Half- 750 SF & N Half- 750 SF)Transverse cracking w/eff

Wearing Surface (Bare) SF 3,089 2,510 555 24 0 8000

Debonding/Spall/Patched Area/Pothole SF 0 55 24 0 3210 CS-2(S Half- 40 SF & N Half- 15 SF) Solid patches CS-3(S Half- 4 SF & N Half- 20 SF) Spalling near grid floor and at N break

Crack (Wearing Surface) SF 0 500 0 0 3220 CS-2(S Half- 250 SF & N Half- 250 SF) Transverse cracks

Steel Deck With Open Grid SF 2,701 651 1,000 1,050 0 X 28 Studs welded on in 2000. Studs wearing down in tire tracks (2014)

Corrosion SF 0 1,000 1,000 0 1000 CS-2(1000 SF) Corrosion on vertical surfaces of grid floor CS-3(1000 SF) Coroosion at connections

Cracking SF 0 0 50 0 1010 CS-3(50 SF) Cracks at connections (estimated)

Steel Open Girder LF 255 0 155 100 0 X 107

Corrosion LF 0 105 100 0 1000 CS-2(105') Misc areas CS-3(100') Rusting in built-up sections on bottom flanges. Also on vertical stiffeners causing distortion.

Distortion LF 0 50 0 0 1900 CS-2(50') Located at bottom flange of built up section near girder ends & stiffeners

Painted Steel SF 8,163 5,863 1,700 600 0 8516 Painted in 2002

Effectiveness (Steel Protective Coatings) SF 0 1,700 600 0 3440 Rust at all vertical stiffeners. Most rust is just at the bottom and the rest the entire length.

Steel Stringer LF 1,289 719 520 50 0 X 113

Corrosion LF 0 520 50 0 1000 CS-2(270') Bottom & top flanges and welds at grid CS-3(250') At connections & ends. Small hole rusted through, South end (marked hole ends 2013).

Steel Floor Beam LF 360 210 80 70 0 X 152

Corrosion LF 0 80 70 0 CS-2(70') Top & bottom flanges 1000 CS-3(80') Rust at connections and over stringer locations

24-Apr-2018 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 5 Structure No.:B-70-001-0002 Reinforced Concrete Pier Wall LF 42 37 5 0 0 X 210 Pier 9

Cracking (RC) LF 0 5 0 0 1130 CS-2(Pier 9- 5') Vertical & horz cracking

Reinforced Concrete Abutment LF 60 53 7 0 0 X 215 N Abutment

Cracking (RC) LF 0 7 0 0 1130 CS-2(N Abut 7') Vertical & horz cracking

Metal Bridge Rail LF 259 259 0 0 0 X 330

Integral Wingwall EA 2 1 1 0 0 X 8400

Wall Deterioration EA 0 1 0 0 8903 CS-2(1 EA) Patch in NW Wing

Assessments Quantity in Condition State Chk Element Defect Description UOM Total 1 2 3 4 Drainage - Ends of Structure EA 2 2 0 0 0 X 9001 At N Abutment

Sidewalk EA 2 0 2 0 0 X 9009 Concrete at approaches & steel grid on bascule span

Movable Bridge - Counterweight EA 2 0 2 0 0 X 9020

Lateral Bracing EA 4 0 4 0 0 X 9169 Rust and some distorting at connections.

Dolphin or Fender System EA 2 0 0 2 0 X 9290 Timber rotting near waterline and dolphins compromised.

Approach Roadway - Concrete (non-structural) EA 1 0 0 1 0 X 9322 Cracked spalled & patched

NBI Ratings File New Deck 6 5 Superstructure 5 5 Substructure 5 5 Culvert NN Channel 8 8 Waterway 8 8 Structure Specific Notes The routine underwater inspection of Bridge B-70-01 (Racine St. over the Fox River) was completed on November 29, 2016. The underwater inspection was conducted from a 20 ft boat. The inspection was conducted by a team consisting of one ADCI certified PE- Diver with WisDOT Team leader experience (TL #9534), one engineer diver and one technician. The inspection utilized commercial SCUBA equipment in accordance with OSHA regulations. Soundings were obtained with a continuously recording fathometer operating at 200 kHz and linked to a WAAS enabled GPS receiver. Additional soundings were obtained around the piers with a survey rod. Current flow conditions can be found at http://waterwatch.usgs.gov. U.S. Coastguard notification is not required for a local notice to mariners announcement at this bridge since it is not located on navigable waterway per USCG. Local law enforcement was notified for security considerations of the diving operations prior to inspection at: Winnebago County Sheriffs Dept. (920) 727-2888. The US Army Corps of Engineers operates the Menasha Dam located immediately downstream of the bridge and they can be contacted at (920) 380-7101. The bridge elements to be inspected consist of 12 reinforced concrete columns and 2 concrete abutments, one concrete pier wall and one timber fender system. According to plans dated 1949, Piers 1 through 9 are founded on spread footings. Therefore, inspection procedures should follow FHWA guidance and the WisDOT structure Inspection Manual with channel bottom probing to search for bottom of foundations. The routine underwater inspection frequency is recommended to remain at 60 months based on those findings and risk factors. Also, inspection procedures should continue to follow the above approach and standard guidance with 100% Level I and 10% Level II intensity efforts.

24-Apr-2018 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 6 Structure No.:B-70-001-0002 Inspection Specific Notes Inspect from NB in 2018 Inspector Site-Specific Safety Considerations None Structure Inspection Procedures FRACTURE CRITICAL INSPECTION PROCEDURE STRUCTURE NO:B-70-1 (Unit 2) FEATURE ON:Racine Street Bascule over Fox River FEATURE UNDER:Fox River DESCRIPTION: This structure consists of 10 spans. The approach spans are multi girder steel plate girder sections. Span 9 has a FC 2-girder section. The bascule portion of the bridge is located in span 10 and consists of 4 fracture critical haunched girders. INSPECTION FREQUENCY:24 month EQUIPMENT REQUIRED:Reach-All Inspection vehicle INSPECTION STAFF:3 persons TRAFFIC CONTROL:Inspection requires a flagging operation on the bridge. (Winnebago County Hwy Dept) FC DIAGRAM:See attached MEMBERS TO INSPECT: Haunched steel bascule girders and 2-girder section in span 9. AREAS OF CONCERN: Monitor distortion caused by pack rust at girder stiffeners and connection areas. INSPECTION PROCEDURE: A hands-on visual inspection is required on all surfaces of the four steel bascule girders. In addition, special attention should be given to all connection details on the steel superstructure such as butt welds, stiffeners, lower lateral connections and bracing connections. Observations and measurements are taken to identify any changes from previous fracture critical inspections. If any suspect areas are found, then non-destructive testing procedures should be performed to determine the extent of the problem. Special Requirements Chk Hours Cost Comments A62 Reach-All Unit X 2.0 Inspect from South bound in 2019

24-Apr-2018 page 7 Structure No.:B-70-001-0002 Underwater Probe Form B-70-001-0002 General Site Conditions - Scour None

General Site Conditions - Embankment Erosion/Conditions Stable

Substructure Notes Chk Unit Max Water Depth(ft) Mode Notes X Cardinal 7.8 Scuba North Abutment

X Pier 1 9.1 Scuba Pier 9

X Non Cardinal Dry South Abutment

24-Apr-2018 page 8 Structure No.:B-70-001-0002 Routine Document Comment/Description CS-2 Distortion in lower flange built-up section plating (Typ) (4/20/16) (Same 4/5/17)

24-Apr-2018 page 9 Structure No.:B-70-001-0002 Routine Document Comment/Description Hole thru stringer S4 at S end (4/20/16) (Same 4/5/17)

24-Apr-2018 page 10 Structure No.:B-70-001-0002 Routine Document Comment/Description CS-3 Corrosion at NE corner of bascule girder (Typ) (4/5/17)

24-Apr-2018 page 11 Structure No.:B-70-001-0002 Routine Document Comment/Description CS-3 Corrosion at stiffener/bottom flange connection (Typ) (4/5/17)

24-Apr-2018 page 12 Structure No.:B-70-001-0002 Routine Document Comment/Description CS-3 Corrosion at SW corner of bascule girder (Typ) (4/5/17)

24-Apr-2018 page 13 Structure No.:B-70-001-0002 Routine Document Comment/Description CS-3 deterioration in connection (Typ) (4/5/17)

24-Apr-2018 page 14 Structure No.:B-70-001-0002 Routine Document Comment/Description CS-3 Deterioration in W jaw (4/5/17)

24-Apr-2018 page 15 Structure No.:B-70-001-0002 Routine Document Comment/Description CS-3 Deterioration in N Approach (4/12/18)

24-Apr-2018 STRUCTURE INVENTORY AND APPRAISAL FIELD REVIEW FORM

B-70-001-0002 RACINE ST over FOX RIVER

LOCATION (3) Municipality: MENASHA (16) Latitiude(° ' "): 44°12'02.88"N (17) Longitude(° ' "): 88°26'46.74"W

GEOMETRY (49) Structure Length(ft): 129.5 (50) Sidewalk Width(ft): Left: 7.3 Right: 7.0 (50) Curb Width(ft): (52) Culvert Barrel Length(ft): (34) Skew: Angle(°): Direction: -RIGHT FORWARD -LEFT FORWARD Cardinal Non-Cardinal (51) Bridge Roadway Width(ft): 30.0 30.0 (52) Deck Width(ft): 44.5 44.5 Right Wingwall Length(ft): Left Wingwall Length(ft): (32) Approach Roadway Width(ft): 30 0 Cardinal Under Clearance Non-Cardinal Under Clearance (47) Minimum Horizontal(ft): (55) Minimum Right Lateral(ft): (56) Minimum Left Lateral(ft):

Right: 3 LINE ELLIPTICAL TUBES - ALUMINUM(60)

Transition Type: CONT GUARD RAIL X NO APP GRDRL NO ATTACHMENT 22 MM(7/8") BOLT (Please enter quantity) 25 MM(1") BOLT (Please enter quantity) OTHER (Please specify)

Approach Attachment Rail Note: Guardrail Termination Type: (01) ENERGY ABSORBING TERMINAL/EAT (02) TURN DOWN (99) OTHER (Please specify)

Guardrail Termination Note:

ROADWAY ALIGNMENT APPRAISAL (72) Approach Alignment Appraisal: 3 Intolerable- Substantial speed reduction 6 Fair- Minor speed reduction X 8 Good- No speed reduction

24-Apr-2018 \ AECOM (414) 831-4100 tel 342 N Water St, 7th Floor (414) 8314101 fax Milwaukee, WI 53202 www.aecom.com

Memorandum

To Bill Bertrand Page 1

CC WisDOT NER traffic

Subject Crash Analysis Technical Memorandum

From AECOM

Date March 5, 2015

Introduction The Wisconsin Department of Transportation (WisDOT) Northeast Region is evaluating alternatives for rehabilitating or replacing the Racine Street Bridge over the Menasha Branch of the Fox River in Winnebago County. The bridge is one of two structures in the city of Menasha that provides access between the central business district and Doty Island and enables north-south movement through the city.

Figure 1: Project Overview Map

Little Lake Butte des Morts Racine Street Bridge

Fox River

Lake Winnebago

As part of the Racine Street Bridge project, an Intersection Control Evaluation (ICE) report is being conducted on two intersection locations within the project limits. One aspect of the ICE report is the intersection crash analysis. This crash analysis technical memorandum includes a brief summary of trends at each individual intersection and crash data in spreadsheet format.

Those intersections are: 1. Racine Street and Main Street 2. Racine Street, Ahnaip Street and Keyes Street

The existing intersection of Racine Street and Main Street is located directly north of Racine Street Bridge. This is a signalized intersection with a posted speed of 25 mph in an urban setting. The existing intersection is substandard with narrow lanes and inadequate horizontal curves. Additionally, this intersection has insufficient sight distances due to the location of the movable bridge operator’s house.

The existing intersection of Racine Street, Ahnaip Street and Keyes Street is located directly south of Racine Street Bridge. This is a controlled one-way stop intersection with a posted speed of 25 mph in an urban setting. The existing intersection is substandard with narrow lanes and inadequate horizontal curves. Additionally, there are public and private access points to buildings and public parking at this intersection. There are insufficient sight distances at this intersection as well.

Crash Data Source The 2009-2013 crash data was provided by the WisDOT Northeast Region. The crash data was separated by City of Menasha Municipality in Winnebago County. There were 29 crashes that occurred in this corridor during this time period. Furthermore, the City of Menasha Police Department noted that approximately 25% of vehicle crashes in the city take place on Racine Street in the vicinity of the bridge.

Intersection Entering Volumes “Intersection entering volume” is the number of vehicles that enter the intersection from each direction in a day. This value is used to compute the intersection crash rate, typically expressed as crashes per one million entering vehicles. For the two intersection locations, 2010 Annual Average Daily Traffic (AADT) traffic counts were provided by means of a WisDOT Traffic Forecast Report. A copy of this Traffic Forecast Report can be found in Appendix A.

Crash Rates The number of intersection crashes and crash rates are summarized in Figure 2. Both

intersections are classified as City Street Urban. The five year average crash rate for each intersection per one million entering vehicles is below. Each intersection average crash rate was less than 1.00 crashes per one million entering vehicles.

Figure 2: Crash Rate Summary

Total

Crashes per year Crashes Average 5 year Average (2009- Crashes Crash Rate Intersection 2009 2010 2011 2012 2013 2013) AADT Racine Street 3 2 6 2 3 16 3.2 9700 0.90 and Main Street Racine Street, Ahnaip Street 2 2 1 4 4 13 2.6 9700 0.73 and Keyes Street

Crash Severity Figure 3 below provides a summary of the crash severity the project corridor. The severity levels include Fatal (killed), Injury A (incapacitating), Injury B (non¬incapacitating), Injury C (possible injury), and Property Damage. The breakdown shows there were no fatality or incapacitating injuries in the project corridor, which is conducive to the low traveling speeds. Property damage resulted in approximately 70% of the crashes involved in the project corridor.

Figure 3: Project Crash Severity Summary

Severity

Injury Injury Injury Property Intersection Fatal A B C Damage Total Racine Street and Main Street 0 0 1 5 10 16 Racine Street, Ahnaip Street and Keyes Street 0 0 2 1 10 13 Total 0 0 3 6 20 29 Percent of Total 0% 0% 10.3% 20.7% 69.0% 100.0%

Crash Type, Road Condition, and Time of Day The project corridor was analyzed individually for specific trends at that location. Single vehicle crashes were the most common occurrence within the corridor, followed by rear end crashes. Figure 4 displays the breakdown by type of total crashes.

Figure 4: Crash Type Summary

Crash Type Single Vehicle Rear Sideswipe/Same Intersection Angle Collision End Direction Total

Racine Street and Main Street 1 5 9 1 16 Racine Street, Ahnaip Street and 2 9 2 0 13 Keyes Street Total 3 14 11 1 29

Figure 5 below shows a summary of the four road conditions that occurred at the time of each of the 29 accidents. The four road conditions were dry, wet, snow or ice. Fifteen (15) out of the 29 crashes or over half of the accidents occurred with dry road conditions.

Figure 5: Road Condition Summary

Road Condition

Intersection Dry Wet Snow Ice Total Racine Street and Main Street 8 4 2 2 16 Racine Street, Ahnaip Street and 7 3 3 0 13 Keyes Street Total 15 7 5 2 29 Percentages 51.7% 24.1% 17.2% 7.0%

Figure 6 shows the time of day of the total crashes throughout the project corridor. The chart confirms that the number of crashes increases during the PM peak hours.

Figure 6: Time of Day Crash Summary Crash Time of Day 6

NumberofCrashes 2

5:00 0:00 1:00 2:00 3:00 4:00 6:00 7:00 8:00 9:00

10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Time of Day

Results The crash data from both intersections suggest that most accidents were single vehicle or rear end collisions occurring during dry conditions at PM peak hours. Upgrades in intersection geometry design and access control should help reduce these crashes. Additionally sight line and horizontal curve improvements could potentially reduce crashes by the traveling public. Speed and weather conditions will always be a factor with these intersections due to the urban setting and variety of Wisconsin weather that drivers face.

Appendix A: Traffic Forecast Report

Appendix B: Crash Data

May 31, 2018

Mayor Don Merkes, SENT VIA EMAIL City of Menasha City Hall 100 Main Street, Suite 200 Menasha, WI 54952

Dear Mayor Merkes,

Thank you for reaching out to East Central regarding our opinions and insights on the future replacement of the Racine Street Bridge facility. As we understand this project, as approved by WisDOT, would replace the current bridge on a new alignment with roundabouts at both ends as well as new bike/pedestrian accommodations. To date, East Central has been involved in this effort in several ways, including:

 Generation of Travel Demand Model traffic forecasts for the future facility;  Recognition of the project’s need as part of our official Long-Range Transportation/Land Use Plan for the Fox Cities TMA, and;  Recognition of this facility as a key regional connector for bicycle and pedestrian traffic as part of our Appleton (Fox Cities) Transportation Management Area & Oshkosh Metropolitan Planning Organization Bicycle & Pedestrian Plan.

While we cannot speak to the pros/cons of facility ownership and operations after construction (as that is purely a local decision), we can offer support for the construction of the new bridge facility as proposed by WisDOT, with the inclusion of new bike/pedestrian accommodations – regardless of who ultimately owns/operates the facility. Many reasons can be cited for this support including the short and long term benefits associated with:

 Safety – There is no doubt that the proposed facility design will improve safety for cars, bikes and pedestrians who regularly use this facility as compared to the current one;

 Community Identity - The bridge is one of only two connection points between downtown Menasha and Doty Island and from an aesthetic perspective, any new facility should be looked at as an improvement to the identity of the community and its renewed focus on the riverfront.

 Community Connectivity - The City has already invested funds in the creation of riverwalk paths on both sides of the river. The new bridge, with bike/ped accommodations would fill a critical gap in this planned trail system as well as provide a regional linkage to other trails. Furthermore the location of the bridge

in relation to existing school facilities would certainly benefit students who walk to/from Nicolet Elementary School or the Menasha High School;

 Housing Development – The housing stock on Doty Island should be of great importance to the City with respect to its proximity to downtown Menasha. Improving the bicycle/pedestrian accommodatioons on the Racine Street Bridge would further the connectivity between the two areas and may ultimately make this neighborhood even more desirable. This may, over time, increase property values.

 Business Development – Development potential for the Gillbert/Banta properties on the south side of the new bridge would be greatly enhanced. Thee new facility, with bike/ped accommodations may help to attract development as it would improve connectivity of this redevelopment area with downtown and the rest of Menasha.

 Health – Although not measured, the health benefits of a new multi-modal bridge facility would certainly increase. Providing the option for residents to bike or walk to work or school not only reduces congestion, but also promotes a healthy lifestyle.

In summary, the design of the future bridge should be considered critical to the future of downtown Menasha and its riverfront as this facility will be in place for the next 75 to 100 years. I or my staff would be happy to meet with the City Council or other City Staff in the future as needed to further discuss this project and its potential benefits to City and area residents and businesses.

Sincerely,

Eric W. Fowle, AICP Executive Director c (via email): Walt Raith, Transportation Pgm. Director Melissa Kraemer-Badtke, Principal Plannner Kim Biedermann, Regional Bicycle & Pedestrian Coordinator City of Menasha ● Office of the Mayor Donald Merkes, Mayor [email protected]

MEMORANDUM

TO: Common Council FROM: Donald Merkes, Mayor DATE: 31 May 2018 RE: Status of Racine Street Bridge Funding at the State level

During the May 21st Common Council Meeting Ald. Taylor commented that both our state representatives as well as the Secretary of Transportation were uncertain if the Racine Street Bridge project would move forward. That information was directly contrary to information that I had previously received from our elected officials and the state. Contacting each of them I received the following information:

I spoke to Amanda Stuck regarding the Racine Street Bridge project on May 22nd, it was her understanding that funding for the project was in place and the project was moving forward based on the engineering that DOT has completed. She has authored legislation to exempt the Racine Street Bridge from requirements of 84.10.

I spoke to Michael Donatello at Roger Roth’s office on May 30th regarding the Racine Street Bridge Project. It was their understanding that everything remained in place for the project to begin construction in 2020 and that the funding remained in place. Senator Roth has been in contact with the Secretary of the DOT regarding available options for the project.

I spoke to Will Dorsey at the Wisconsin DOT regarding the Racine Street Bridge Project on May 30th. The project is in que for construction beginning in 2020. While there have been conversations at the State level because of the ongoing debate at the City level. He was not aware of any changes in the Secretary’s position.

Being that the information that I received from each of the three offices was directly contrary to statements at the last meeting, I believe that it is important that this information be shared with members of the Common Council.

100 Main Street ● Suite 200 ●Menasha, Wisconsin 54952 ● Phone (920) 967-3608 ● Fax (920) 967-5273 www.cityofmenasha-wi.gov

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Y ALTERNATIVE A NO BUILD BRIDGE REHABILITATION FULL RECONSTRUCT: ON-ALIGNMENT FULL RECONSTRUCT: FULL RECONSTRUCT:

R NORTH INTERSECTION RECONFIGURED BOTH INTERSECTIONS RECONFIGURED

V I

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BASELINE FOR COMPARISON A AND PROPERTY IMPACTS INABILITY TO MEET LOCAL OBJECTIVES, AND ENGINEERING DESIGN STANDARDS, LOCAL OBJECTIVES, AND ADVANCED TO ENVIRONMENTAL ASSESSMENT DUE

LONG CLOSURE TIME LACK OF SOUTH INTERSECTION IMPROVEMENT N

TO ABILITY TO MEET THE PURPOSE AND NEED

T L

A ALTERNATIVE F ALTERNATIVE G ALTERNATIVE H ALTERNATIVE I ALTERNATIVE J FULL RECONSTRUCT: NORTH ROUNDABOUT FULL RECONSTRUCT: TWO ROUNDABOUTS FULL RECONSTRUCT: NORTH ROUNDABOUT FULL RECONSTRUCT: NORTH ROUNDABOUT FULL RECONSTRUCT: ROUNDABOUTS AT WITH RECONFIGURED SOUTH INTERSECTION WITH RECONFIGURED SOUTH INTERSECITON WITH RECONFIGURED SOUTH INTERSECTION BOTH INSTERSECTIONS E G D I R B

E L B A V O M

T E E R T S

E N I C A

I O T

R O

N P ADVANCED TO ENVIRONMENTAL ASSESSMENT DUE TO ELIMINATED FROM FURTHER ASSESSMENT AS ADVANCED TO ENVIRONMENTAL ASSESSMENT DUE TO ADVANCED TO ENVIRONMENTAL ASSESSMENT DUE TO ADVANCED TO ENVIRONMENTAL ASSESSMENT DUE TO I S

S N A N

R ABILITY TO MEET THE PURPOSE AND OTHER ALTERNATIVES WILL BETTER MEET ABILITY TO MEET THE PURPOSE AND ABILITY TO MEET THE PURPOSE AND ABILITY TO MEET THE PURPOSE AND

O T

S F

O NEED WITH MINIMAL IMPACTS THE PURPOSE AND NEED WITH FEWER IMPACTS NEED WITH MINIMAL IMPACTS NEED WITH MINIMAL IMPACTS NEED WITH MINIMAL IMPACTS W T N E D M EPART

City of Menasha ● Common Council Steve Krueger, Alderman District 5 [email protected]

TO: Common Council, Mayor Merkes, Clerk Galeazzi FROM: Alderman Steve Krueger DATE: May 29, 2018 RE: Motion Concerning Racine Street Bridge

Due to out-of-state work I must attend to, I regretfully will not be in attendance for the Council meeting scheduled on June 4, 2018. I do, however, feel an obligation to address the pending vote on Alderman Taylor’s motion concerning the Racine Street Bridge.

As I am sure everyone realizes, the Racine Street construction is a State of Wisconsin project that has been determined by the DOT (back in 2015) to follow the Council’s preferred option at the time…which was option “J”. Alderman Taylor was the only objector on record to the recommended option and if I were on the council at the time I would have also objected. My objection to option “J” has always been the financial responsibility placed on the city due to choosing that option, I do not object to a new bridge in general. Keep in mind even if the Council at the time chose a different option, the DOT was under no obligation to follow any recommendation and under law could proceed with any option they felt most appropriate…which I feel would most likely have been option “J” anyway.

Last year the Council voted to place a non-binding referendum on the ballot for the voters to voice their opinion, and as the law allows the Mayor vetoed the measure and gave his explanations why. The Council did not have the votes to overturn the veto. Every current Alderman has made it known their position on the Racine Street bridge project, but there is a reality the council needs to come to grips with and start dealing and planning for. The State has made it very clear in 2015, 2017, and this current year that a complete replacement of the bridge (Option J) is already fully funded and will be the end result of the project. In fact, the DOT could not have made it clearer during Council meetings and in Post Crescent articles. Unless something changes from the time I type this letter to the time this is debated at the Council meeting, we are getting option “J”.

It bothers me we are wasting time debating and voting on an item that means nothing and will change nothing. The motion on the floor will not have any substance to change the determined outcome. Voting on the second half of the motion that takes a stand that we, as a Council and city, cannot afford and should not be burdened with the financial responsibility of forever maintenance is a perfectly acceptable item to vote on…we already have passed a resolution that states just that (if the object is to send a message to the state). The first half of the motion of trying to swap option “J” with “B” is the boondoggle of the motion, and my fear is the constant focus on the desire to change a steadfast DOT decision is distracting the Council from heeding the handwriting on the wall. We have a limited time to put our nose to the grindstone and prepare the city for the impending state mandate and making the fiscally responsible decisions that lay on our shoulders due to the wheels in motion that are out of our control.

100 Main Street ● Suite 200 ●Menasha, Wisconsin 54952 ● Phone (920) 967-3600 ● Fax (920) 967-5273 www.cityofmenasha-wi.gov

If the DOT department heads change their minds because of the efforts of Alderman Langdon and Sevenich working through Senator Roth…that would be a great accomplishment. However, if that does not happen we need to keep encouraging the Mayor to work with other communities that face the same dilemma and try forcing the state to change the law. The last thing we need to be doing is reliving a personal desire that has no discernable result that will change the final decision by the DOT, while putting off focusing on the preparation that needs to be done to properly formulate a responsible plan for the city.

My recommendation would be to split the main motion into two separate motions…one dealing with the city making a statement that the financial obligation that will be placed on the taxpayers is one the city cannot absorb without a detrimental result on the city. The other addressing option “J” and “B”… is a distraction from the reality of the State project. Choosing an option is mute. We are not being asked by the state to resubmit an option, nor would it be taken into consideration by the DOT. Most of us on the current Council, I am sure, do not agree with the decision made by our predecessors in 2015. We should not allow that to blind us from understanding the decision has been made and the project is past that stage of planning.

Make no mistake about it, the state passed a law placing an ownership mandate on municipalities with bridge replacements. We have a huge responsibility upon our shoulders concerning how to move forward while accommodating the state mandate, and many residents are asking real questions on how we are going to afford the financial mandate being place on us. I highly suggest we start focusing on the mandated funding issue in front of us and avoid a larger devastating financial impact from being unprepared because we were preoccupied looking in the rearview mirror.

CITY OF MENASHA COMMON COUNCIL DRAFT First Floor Conference Room 100 Main Street, Menasha Monday, May 21, 2018 MINUTES

A. CALL TO ORDER Meeting called to order by Mayor Merkes at 6:03 p.m.

B. PLEDGE OF ALLEGIANCE The Pledge of Allegiance was recited. A Moment of Silence was observed for Sgt. Elden W. Grimm, Menasha native, killed in 1943 during WWII, his remains were returned to his family for burial.

C. ROLL CALL PRESENT: Aldermen Stan Sevenich, Mark Langdon, Steve Krueger, Tom Grade, Ted Grade, Randy Ropella, Rebecca Nichols, James Taylor. ALSO PRESENT: Mayor Merkes, CA Captain, PC Styka, FC Kloehn, ASD Jacobs, CDD Schroeder, DPW Radomski, PHD McKenney, PRD Tungate, Clerk Galeazzi.

D. PUBLIC HEARING None

E. PUBLIC COMMENTS ON ANY MATTER OF CONCERN TO THE CITY (five (5) minute time limit for each person)

Chris Evenson, 523 Broad Street, Menasha. Supports Racine Street Bridge being repaired instead of reconstructed; waiting for explanation on how to pay for maintenance of the bridge if the City would take ownership and response from State Legislators on resolution adopted last year.

Christine Kaup, 518 Broad Street, Menasha. Does not support Racine Street Bridge reconstruction or roundabout.

Tim Lenth, 537 Broad Street & 204 Main Street, Menasha (business owner). Support repair not reconstruction of Racine Street Bridge; do not support roundabout; request written proposal on how to pay for maintenance of bridge if City takes ownership.

Sandra Dabill Taylor, 545 Broad Street, Menasha. Support repair not reconstruction of Racine Street Bridge; Comments on changes to ordinances.

Jodi Zehner, 216 Main, Menasha (business owner). Support repair not reconstruction of Racine Street Bridge; does not support roundabout.

Bonnie Delfosse, 85 Tayco Street, Menasha. Support repair not reconstruction of Racine Street Bridge, needs to go to referendum for public to vote.

Jeff Harvey, 514 Broad Street, Menasha. Comments on Racine Street Bridge and Broad/Racine Street intersection.

Shannon Cadlic, 230 Main Street, Menasha (business owner). Support repair not reconstruction of Racine Street Bridge.

Ald. Taylor approached the public podium. Mayor Merkes stated Ald. Taylor would have a chance to comment during the meeting on topics that are on the agenda.

Ald. Sevenich stated Point of Order – Ald. Taylor has the right to speak as a citizen during public participation. Common Council Minutes May 21, 2018 DRAFT Page 2 Mayor Merkes ruled on Point of Order – a legal opinion states an elected official should not speak during the public participation part of the meeting.

Ald. Sevenich challenged the Mayor’s ruling. Mayor Merkes explained to the Council if they support the Mayor’s ruling, vote yes, if they do not support the Mayor’s ruling vote no.

Vote was 1-7 to support Mayor’s ruling. Ald. Nichols voted yes. Ald. Taylor, Sevenich, Langdon, Krueger, Ted Grade, Tom Grade, Ropella voted no. Ald. Taylor was allowed to speak.

James Taylor, 340 Broad Street, Menasha. Comments on the notification of the Public Information Meeting held before the Common Council meeting.

F. REPORT OF DEPARTMENT HEADS/STAFF/CONSULTANTS 1. PC Styka—Police Week Recognition Awards and Proclamation PC Styka stated as part of National Police Week (May 13-19), he recognized officers and members of the community for their action over the past year. He presented Citizen Recognition Awards to the families of Inv. Bernard (Bernie) Konetzke, Donald Verkuilen, and Sgt. Richard Weck for donating to the K-9 Program in memory of their loved ones. The Family of Bernie Konetzke accepted the award. Joe Kobs, son of Donald Verkuilen, accepted the award.

PC Styka stated Officer Shelby Patterson, a new hire for 2017-2018, has completed recruit school and is now on the road. She has been with the Department for almost a year.

PC Styka introduced Officer John Abrahamson who received the Metal of Service Award. Officer Abrahamson was exposed to fentanyl while helping a citizen that had fallen ill. Officer Abrahamson knew how to respond as he had just gone through the training for officers that are exposed to fentanyl. He has relayed his experience in a new law enforcement training video that is used by other municipalities.

PC Styka introduced Officer Chris Groeschel who received the Meritorious Service Award. Officer Groeschel is the department’s contact person for assisting residents with mental health issues. He serves on the Board for the Center for Suicide Awareness. He has received a number of citizen compliments for his service to the community.

PC Styka introduced Officer Josh Gallagher who received the Officer of Year Award. Officer Gallagher has been with department five years and has taken on a number of formal and informal roles to improve the department. PC Styka stated Officer Gallagher goes above and beyond serving the community. He read a comment from a citizen.

PC Styka thanked the Council and community for their support to the Menasha Police Department.

2. Clerk Galeazzi - the following minutes and communications have been received and placed on file: Minutes to receive: a. Administration Committee, 5/7/2018 b. Board of Health, 4/20/2018 c. Board of Public Works, 5/7/2018 d. Committee on Aging, 4/13/2018 e. Landmarks Commission, 5/9/2018 f. Plan Commission, 5/8/2018 g. Special Administration Committee, 5/7/2018 h. Water & Light Commission, 4/25/2018 Common Council Minutes May 21, 2018 DRAFT Page 3 Communications: i. Televised Meetings Memorandum, 5/16/2018, Council President Sevenich j. Special Primary for Partisan Legislative Office May 15, 2018 Election Results k. Vaccines for Children Program Moved by Ald. Sevenich seconded by Ald. Krueger to receive Minutes and Communications a-k. General discussion ensued on televised meeting memo. Motion carried on voice vote.

G. CONSENT AGENDA (Prior to voting on the Consent Agenda, items on the Consent Agenda may be removed at the request of any Alderman and placed immediately following action on the Consent Agenda. The procedures to follow for the Consent Agenda are: (a) removal of items from Consent Agenda; and (b) motion to approve the items from Consent Agenda.) Minutes to approve: 1. Common Council, 5/7/2018 Administration Committee, 5/7/2018, Recommends the Approval of: 2. Accept bid of Post Crescent Media as the official City newspaper, May 2018-May 2019 Board of Public Works, 5/7/2018, Recommends the Approval of: 3. Street Use Application—Cut ‘n Run—Loop the Little Lake Grand Opening; Saturday, June 23, 2018; 9:30am—10:30am (City of Menasha) 4. Street Use Application—CommunityFest Parade of Lights; Tuesday, July 3, 2018; 9:00pm— 10:15pm (Cities of Neenah & Menasha) 5. Street Use Application—Otto Grunski Runski; Saturday, August 11, 2018; 6:30am—10:30am (City of Menasha) 6. Street Use Application—Race the Lake; Sunday, August 26, 2018; 7:00am—10:00am (DuTriRun Foundation) 7. Street Use Application—Twisted Pistons Scholarship Cruise In; Thursday, August 16, 2018; 12:00pm—10:00pm (Twisted Pistons, Inc.) 8. Payment—Vinton Construction Company; Contract Unit No. 2018-01; Main Street Reconstruction; $233,642.43 (Payment No. 1) 9. Payment—Pheifer Bros. Construction Co., Contract Unit No. 2017-04; Fox River “Loop the Lake” Bridge Crossings; $30,803.24 (Payment No. 6) Plan Commission, 5/8/2018, Recommends the Approval of: 10. Certified Survey Map as proposed dividing 1377 Midway Road, Parcel 6-01658-00, into two parcels. Ald. Sevenich requested to remove items 8 & 9 and Ald. Taylor requested to remove item 4 from Consent Agenda.

Moved by Ald. Sevenich seconded by Ald. Ted Grade to approve Consent Agenda items 1, 2, 3, 6, 7, & 10. Motion carried on roll call 8-0.

H. ITEMS REMOVED FROM THE CONSENT AGENDA Moved by Ald. Taylor seconded by Ald. Krueger to approve Consent Agenda item 4, Street Use Application for CommunityFest Parade of Lights on Tuesday July 3, 2018, 9:00 p.m. -10:15 p.m. General discussion ensued on rotating the starting point of the parade between Neenah & Menasha. Motion carried on roll call 8-0.

Moved by Ald. Sevenich seconded by Ald. Krueger to approve Consent Agenda 8, Payment to Vinton Construction Company, Contract Unit No. 2018-01 for Main Street reconstruction in the amount of $233,642.43 (Payment No. 1). Motion carried on roll call 8-0. Common Council Minutes May 21, 2018 DRAFT Page 4

Moved by Ald. Sevenich seconded by Ald. Ted Grade to approve Consent Agenda item 9, Payment to Pheifer Bros. Construction Co., Contract Unit No. 2017-04 for Fox River “Loop the Lake” Bridge Crossings in the amount of $30,803.24 (Payment No. 6). Motion carried on roll call 8-0.

I. ACTION ITEMS 1. Accounts payable and payroll for the term of 5/10/2018—5/17/2018 in the amount of $460,440.91 Moved by Ald. Nichols seconded by Ald. Krueger to approve accounts payable and payroll. Motion carried on roll call 8-0.

2. Beverage Operators License Applications for the 2017-2019 licensing period. Moved by Ald. Nichols seconded by Ald. Krueger to approve beverage operator’s license application for the 2017-2019 licensing period as listed in memo dated 5/16/18. Motion carried on roll call 8-0.

3. Memorandum of Agreement—P.H. Glatfelter Company Moved by Ald. Nichols seconded by Ald. Krueger to approve Memorandum of Agreement with P.H. Glatfelter Company. CA Captain explained this agreement is part of the Lower Fox River and Green Bay Superfund Site litigation and cleanup. P.H. Glatfelter entered into a Consent Decree that requires them to ensure engineered caps are in place in the City of Menasha and Village of Fox Crossing jurisdictions. The City of Menasha’s only responsibility is to annually identify to P.H. Glatfelter a person to whom information will be provided and who will be available for any inspection of records. Motion carried on roll call 8-0.

J. HELD OVER BUSINESS None

K. ORDINANCES AND RESOLUTIONS 1. O-4-18 An Ordinance Amending Title 2, Chapter 3 of the Code of Ordinances (Municipal Officers and Employees); Introduced by Alderman Sevenich; Recommended by Administration Committee Moved by Ald. Sevenich seconded by Ald. Ted Grade to approve O-4-18 An Ordinance Amending Title 2, Chapter 3 of the Code of Ordinances (Municipal Officers and Employees). General discussion ensued on what was added and removed from the section of the Code, how it clears up the procedure of hiring certain municipal employees, and who is part of the hiring process. Motion carried on roll call 7-1. Ald. Taylor voted James no.

2. O-10-18 An Ordinance Amending Title 2, Chapter 2 of the Code of Ordinances (Mayor; Common Council); Introduced by Alderman Sevenich; Recommended by Administration Committee Moved by Ald. Sevenich seconded by Ald. Krueger to approve O-10-18 An Ordinance Amending Title 2, Chapter 2 of the Code of Ordinances (Mayor; Common Council).

Moved by Ald. Nichols seconded by Ald. Sevenich to amend, SEC. 2-2-8, remove: Any Alderman who cannot attend a Council meeting or Committee meeting shall be recorded absent-excused if he/she has notified the Mayor, City Clerk, President of the Council, or Committee Chair if he/she is unable to attend such meeting. Failure to so notify shall result in that Alderman being recorded absent-unexcused. Motion on amendment carried on roll call 8-0. Common Council Minutes May 21, 2018 DRAFT Page 5

General discussion ensued on what was removed from the section of the Code because the items are now part of the Council’s Rules of Order. Original motion as amended carried on roll call 7-1. Ald. Taylor voted no.

3. O-11-18 An Ordinance Amending Title 3, Chapter 1 of the Code of Ordinances (Finance—City Budget); Introduced by Alderman Ted Grade; Recommended by Administration Committee Moved by Ald. Ted Grade seconded by Ald. Krueger to approve O-11-18 An Ordinance Amending Title 3, Chapter 1 of the Code of Ordinances (Finance—City Budget). Motion carried on roll call 8-0.

4. R-17-18 A Resolution Continuing Appropriations (2017 Fund Balance Reservation); Introduced by Mayor Merkes ASD Jacobs explained this resolution is to carry forward funds from 2017 to 2018 to finance ongoing projects. He explained a few of the projects that were funded in 2017 are to be completed in 2018.

Moved by Ald. Nichols seconded by Ald. Tom Grade to approve R-17-18 A Resolution Continuing Appropriations (2017 Fund Balance Reservation).

ASD Jacobs explained the 2017 General Fund reserves has an additional $155,000 that the City did not have to dip into. Staff is recommending earmarking the $155,000 for the year 2020 when there will be a 27th pay period.

Moved by Ald. Nichols seconded by Ald. Ted Grade to apply the amount of $155,000 applied fund balance amount from the 2017 budget towards partially funding the budget year 2020 for 27th bi-weekly pay period. Motion carried on roll call 8-0.

Original motion as amended carried on roll call 8-0.

L. APPOINTMENTS 1. Appointment of Protocol Committee Moved by Ald. Sevenich seconded by Ald. Langdon to approve appointment of Mayor, Common Council President, Personnel Committee Chair, and City Attorney to the Ad-Hoc Protocol Committee. General discussion ensued on reason for Protocol Committee and who will be on the Committee. Motion carried on roll call 8-0.

2. Mayoral Appointment of Christina Turner to the Library Board for the term of 5/21/2018— 7/1/2020 Moved by Ald. Krueger seconded by Ald. Nichols to approve Mayoral Appointment of Christina Turner to the Library Board. Motion carried on voice vote.

M. CLAIMS AGAINST THE CITY None

Common Council Minutes May 21, 2018 DRAFT Page 6

N. ACTION ITEMS 1. Request from Ald. Taylor to appear on next Common Council agenda: Remove Alternative J and recommend Alternative B as the preferred option for the Racine Street Bridge and the City of Menasha has no interest in ownership of the Racine Street Bridge. Moved by Ald. Taylor seconded by Ald. Sevenich to include on next Common Council agenda: Remove Alternative J and recommend Alternative B as the preferred option for the Racine Street Bridge and the City of Menasha has no interest in ownership of the Racine Street Bridge.

General discussion ensued on Council only being asked to vote if the item should appear on next agenda and splitting the motion.

Moved by Ald. Langdon seconded by Ald. Tom Grade to postpone to a date to be determined.

General discussion ensued on request to postpone is to gather more information and waiting to hear from State Representatives.

Motion to postpone failed on roll call 1-7. Ald. Langdon voted yes.

General discussion ensued on how the item appeared on the agenda.

Original motion to have item on next agenda carried on roll call 6-2. Ald. Taylor, Sevenich, Krueger, Tom Grade, Ted Grade, Ropella voted yes. Ald. Nichols, Langdon voted no.

O. PUBLIC COMMENTS ON ANY MATTER LISTED ON THE AGENDA (five (5) minute time limit for each person) Sandra Dabill Taylor, 545 Broad Street, Menasha. Comments on how items appear on agenda; Council rules; Mayor’s appointment of department heads.

P. ADJOURNMENT Moved by Ald. Taylor seconded by Ald. Krueger to adjourn at 7:50 p.m. Motion carried on voice vote.

Deborah A. Galeazzi, WCMC City Clerk

City of Menasha ● Health Department Nancy McKenney, RDH, MS ● Public Health Director [email protected]

City of Menasha ● Health Department

MEMORANDUM

To: City of Menasha Administration Committee From: Nancy McKenney, MS, RDH Public Health Director Date: May 17, 2018 RE: Request to Apply for, Receive, and Spend a Taking Action with Data: Using Environmental Public Health Tracking Data to Improve Environmental Health in a Community grant

The purpose of this Memorandum is to seek approval to apply for, receive, and spend a Wisconsin Department of Health Services (DHS) Division of Public Health grant: Taking Action with Data ($10,000).

BACKGROUND The Taking Action with Data funding opportunity is supported by DHS DPH in the Wisconsin Environmental Public Health Tracking (Wisconsin Tracking) Program. The intent is for agencies to develop new, innovative, or enhanced projects to improve public health in their communities. It is not intended to provide continual core funding.

The proposed goal of the project is to reduce lead hazards in homes. Objectives include: 1. Enhancing a publically accessible data base to assist with lead risk assessments of homes.  Age of homes, city water service type and private lateral type.  Providing occupants with specific construction dates. 2. Providing lead hazard information to families tailored to their environments. 3. Collaborating with medical practitioners to implement ways to increase blood lead level testing and provide lead hazard information to clients in at-risk environments during prenatal well-baby visits. 4. Initiating a self-maintained home water filtration program. 5. Conducting a cost benefit analysis of integrating the project into existing programs.

ANALYSIS Protecting citizens, especially children from exposure to lead is important to lifelong good health and a top priority for our City.  Lead is a common metal that has been in many consumer products but is now known to be harmful to human health if ingested or inhaled.  Experts at the Environmental Protection Agency and Centers for Disease Control and Prevention agree there is no known safe level of lead in a child’s blood.  When people come in contact with lead, it may enter their bodies and accumulate over time, resulting in damage to the brain, nervous system, red blood cells, and kidneys.  It can be found in lead-based paint, air, soil, household dust, food, some types of pottery, and drinking water.  Even low blood lead levels have been shown to affect IQ, ability to pay attention, and academic achievement. Effects of lead exposure cannot be corrected.  EPA estimates that 20 percent of human exposure to lead may come from drinking water.1  While we are pleased that Menasha Utilities has been awarded the Safe Drinking Water Program for the replacement of customer owned lead services, the majority of lead sources are from paint in homes built before 1978, contaminated soils and dust.2

1 United States Environmental Protection Agency, Ground Water and Drinking Water: Basic Information about Lead in Drinking Water. 2017. Retrieved on March 28, 2017 from: https://www.epa.gov/ground-water-and-drinking-water/basic-information-about-lead-drinking-water#health

316 Racine Street ● Menasha, Wisconsin 54952-2337 ● Phone (920) 967-3520 ● Fax (920) 967-5247 www.cityofmenasha-wi.gov  Working with families to identify and address lead hazards will assist in reducing childhood lead exposure.  According to the US Census Bureau, AmericanFactfinder, the City of Menasha approximately 7,669 housing units, with 3,953 units (over 52%) constructed prior to 1970. o This large percentage of older housing units is a concern to the City of Menasha as the potential for lead laterals and lead-based paint being used during that time is considerable.

FISCAL IMPACT During the initial project assessment, planning, implementation, and evaluation period August 1, 2018 through July 31, 2019, the project will be fully funded. The publically accessible data base; lead hazard information; and water filtration program will be maintained by Menasha Health Department staff in subsequent years.

Research shows that for every dollar spent on controlling lead hazards, $17–$221 would be returned in health benefits, increased IQ, higher lifetime earnings, tax revenue, reduced spending on special education, and reduced criminal activity. 3

RECOMMENDATION Staff recommends approving this request to apply for, receive and spend the Taking Action with Data grant opportunity ($10,000).

2 United States Department of Health and Human Services, Centers for Disease Control and Prevention, Agency for Toxic Substances and Disease Registry Lead Toxicity: Who is at Risk of Exposure? 2017. Retrieved on March 28, 2017 from: https://www.atsdr.cdc.gov/csem/csem.asp?csem=7&po=7 3 Gould, Elise, Childhood Lead Poisoning: Conservative Estimates of the Social and Economic Benefits of Lead Hazard Control Environ Health Perspective. 2009 Jul; 117(7): 1162–1167. Published online 2009 Mar 31. Retrieved from Pub Med on March 28, 2017 from: https://www.ncbi.nlm.nih.gov/pmc/articles/PMC2717145/ 2

Certificate of Payment Date: 5/17/2018 Payment Request: 2 (Two)

Contractor: Vinton Construction Company

Address: P.O. Box 1987, Manitowoc, WI 54221-1987

Contract Unit No.: City of Menash Street Construction Unit No. 2018-01

Project Description: New Street Construction - Main Street From Tayco Street to 300' East of Mill Street

Original Contract Amount: $ 666,817.64

Change Order 1: Total Change Orders: $ -

Change Order 2: Total Contract Amount (Including Change Orders): $ 666,817.64

Change Order 3: Total Earned to Date (Summary Attached): $ 423,260.37

Change Order 4: Less Retainage: 2.5% $ 16,670.44

Amount Due: $ 406,589.93

Payment 1 $ 233,642.43

Payment 2

Payment 3

Payment 4

Payment 5

Payment 6

Payment 7

Current Payment$ 172,947.50

I certify that all bills for labor, equipment, materials and services are paid for which previous certificates for payment were issued. (Lien Waivers from all subcontractors and suppliers shall accompany each Request for Payment.)

Date: BY:

Recommended for Payment

Josh Radomski, Director of Public Works:

Common Council Approval Date:

Finance Department Account Number Amount Itemized Bid Tabulation City of Menasha Contract Unit No. 2018-01 New Street Construction Including Concrete Sidewalk and Street Lighting - Main Street Payment 1 (One) Item Quantity Description Vinton Construction YTD Total Base Bid Unit Price Item Total Quantity Item Total 1 1 Storm Inlet Removal/Each $ 300.00 $ 300.00 0.00$ - 2 2 New Storm Inlet (Excluding Casting)/Each $ 1,420.00 $ 2,840.00 2.00$ 2,840.00 3 7 Storm Inlet Remove and Replace/Each $ 1,782.00 $ 12,474.00 7.00$ 12,474.00 4 6 10" SDR-35 PVC Inlet Lead/LF $ 53.70 $ 322.20 13.50$ 724.95 5 24 12" SDR-35 PVC Inlet Lead/LF $ 57.40 $ 1,377.60 43.00$ 2,468.20 6 25 6" SCH. - 40 PVC Sanitary Lateral Relay/LF $ 99.00 $ 2,475.00 38.00$ 3,762.00 7 2,511 Unclassified Excavation/CY $ 21.30 $ 53,484.30 2511.00$ 53,484.30 8 11,589 Fine Grading and Compaction/SY $ 1.71 $ 19,817.19 8040.00$ 13,748.40 9 7,110 Concrete Pavement 8" Thick with Integral Curb & Gutter/SY$ 36.63 $ 260,439.30 6479.00$ 237,325.77 10 377 30" Concrete Curb & Gutter/LF $ 21.00 $ 7,917.00 0.00$ - 11 120 No. 4 Epoxy Coted Rebar/LF $ 2.25 $ 270.00 0.00$ - 12 43 Utility Adjustment/Each $ 355.00 $ 15,265.00 43.00$ 15,265.00 13 17 Water Valve Adjustment/Each $ 200.00 $ 3,400.00 17.00$ 3,400.00 14 964 Sawcut/LF $ 2.50 $ 2,410.00 753.00$ 1,882.50 15 29 Asphalt Binder Course Pavement/Ton $ 235.00 $ 6,815.00 0.00$ - 16 23 Asphalt Surface Course Pavement/Ton $ 235.00 $ 5,405.00 0.00$ - 17 375 8" Thick Concrete Driveway Apron/SF $ 5.45 $ 2,043.75 0.00$ - 18 20,285 5" Thick Concrete Sidewalk/SF $ 4.45 $ 90,268.25 6695.00$ 29,792.75 19 1,374 6" Thick Concrete Sidewalk & Handicap Ramp/SF$ 4.90 $ 6,732.60 0.00$ - 20 1,094 8" Thick Concrete Sidewalk/SF $ 5.45 $ 5,962.30 0.00$ - 21 6,471 5" Thick Colored Concrete/SF $ 6.00 $ 38,826.00 0.00$ - 22 2,149 8" Thick Colored Concrete Crosswalk/SF $ 9.00 $ 19,341.00 1075.00$ 9,675.00 23 17 Remove Existing Concrete Street Light Base/Each $ 100.00 $ 1,700.00 17.00$ 1,700.00 24 1 Remove Existing Concrete Signal Pole Base/Each$ 100.00 $ 100.00 1.00$ 100.00 25 23 Concrete Street Light Base/Each $ 650.00 $ 14,950.00 12.00$ 7,800.00 26 1 Type 2 Concrete Traffic Signal Pole Base/Each$ 700.00 $ 700.00 0.00$ - 27 2,783 2" SCH. - 40 Conduit/LF $ 5.10 $ 14,193.30 1400.00$ 7,140.00 28 514 1" SCH. - 40 Conduit/LF $ 4.00 $ 2,056.00 475.00$ 1,900.00 29 4 2' x 2' Pull Box in Concrete Terrace Area/Each $ 980.00 $ 3,920.00 0.00$ - 30 1 2' x 2' Pull Box in Grass Area/Each $ 280.00 $ 280.00 0.00$ - 31 20,080 #8 Copper Wire (Black, Red, Blue & White)/LF $ 0.78 $ 15,662.40 700.00$ 546.00 32 5,020 #10 Copper Wire (Green)/LF $ 0.57 $ 2,861.40 0.00$ - 33 37 Belden 582021 Traffic Signal Cable/LF $ 6.00 $ 222.00 0.00$ - 34 1,036 Lawn and Terrace Restoration/SY $ 6.65 $ 6,889.40 0.00$ - 35 352 Planting Bed/SY $ 13.50 $ 4,752.00 0.00$ - 36 4 Pavement Gap/Each $ 500.00 $ 2,000.00 4.00$ 2,000.00 37 3 Sidewalk or Apron Gap/Each $ 400.00 $ 1,200.00 0.00$ - 38 2,395 4" Solid, Yellow Epoxy Pavement Marking/LF $ 1.95 $ 4,670.25 0.00$ - 39 2,071 4" Solid, White Epoxy Pavement Marking/LF $ 1.95 $ 4,038.45 0.00$ - 40 89 Stop Line, 18" White Epoxy Pavement Marking/LF$ 9.10 $ 809.90 0.00$ - 41 681 Crosswalk, 6" White Epoxy Pavement Marking/LF$ 3.05 $ 2,077.05 0.00$ - 42 1 Erosion Control/LS $ 800.00 $ 800.00 0.33$ 264.00 43 1 Traffic Control/LS $ 4,750.00 $ 4,750.00 0.33$ 1,567.50

Construction Mobile/Demobile; Project Coordination; all incidental utility and miscellaneous roadway work; and all other project work area 44 1 $ 20,000.00 $ 20,000.00 0.67$ 13,400.00 restoration and clean-up to an equal and/or better preconstruction condition, as required and related to the overall Project/LS

Total Base Bid (Items 1 - 44) $ 666,817.64 $ 423,260.37 SECOND AMENDMENT TO TOWER AND GROUND LEASE AGREEMENT BETWEEN CITY OF MENASHA AND SPRINT, SPECTRUM L.P.

DATED APRIL 19, 2018

THE SECOND AMENDMENT TO TOWER AND GROUND SPACE LEASE AGREEMENT, executed in Menasha, Wisconsin on this 5th day of June, 2018, is made effective between the City of Menasha, a Wisconsin Municipality (“Landlord”), and Sprint Spectrum Realty Company, L.P., a Delaware limited partnership, as successor-in-interest to Sprint Spectrum, L.P., a Delaware limited partnership (“Tenant”), and is made with reference to the Tower and Ground Space Lease Agreement dated November 7, 2013 (the “Agreement”) and First Amendment to the Agreement dated July 9, 2015 (“Amendment 1”):

1. Amendment 1, including Exhibit B-1 and Exhibit C-1 will be nullified as none of the equipment previously listed in Amendment 1 was installed. 2. As to paragraph 4 of the Agreement, Base Rent, the following is added: “As consideration for the installation of additional remote radio heads, as set forth on Exhibit B-2, upon such installation, Base Rent shall increase by $225.00 per month and continue to increase pursuant to the terms of the Agreement.” 3. As to Exhibit B of the Agreement, Exhibit B is hereby replaced by Exhibit B-2, attached herein. 4. As to Exhibit C of the Agreement, Exhibit C is hereby replaced with Exhibit C-1, attached herein.

IN WITNESS WHEREOF, the undersigned have executed this Second Amendement as of the date first written above:

City of Menasha

By: ______

Donald Merkes, Mayor

By: ______

Deborah A. Galeazzi, City Clerk

Sprint Spectrum Realty Company, L.P.

By: ______

Site Development Manager Exhibit B-2

Tenant’s Equipment

Tower Equipment mounted at a centerline height of 160’:

• Three (3) Panel Antennas – Model KMW ETCR-654L12H6 (one per sector) and mounted with nine (9) Remote Radio Units (three per sector mounted at the same height as antennas) • Three(3) Hybrid Cables (41.3 mm diameter, model TH-T2LE20055SE) • Six (6) Coax lines (1-5/8” diameter)

Ground Equipment:

14’ x 16’ Steel Frame and support foundation with base station units within a 20’ x 25’ lease area.

EXHIBIT C-1 PLANS PREPARED FOR: Sprint PROJECT: DO MACRO UPGRADE 6580 Sprint Parkway Overland Park, Kansas 66251

MLA PARTNER: SITE NAME: MENASHA

520 WEST ERIE SUITE 400 SITE CASCADE: ML25XC107 CHICAGO, IL 60654 MAIN: (773)275-5712

PLANS PREPARED BY: CONCORDIA, LTD A PROFESSIONAL DESIGN FIRM LICENSE # 3323-011- D.B.A. SITE ADDRESS: 455 BALDWIN STREET ONCORDIA WIRELESS, INC. C 361 RANDY ROAD UNIT 101 MENASHA, WI 54952 CAROL STREAM,IL 60188 MAIN: (847) 981-0801

OEM: SITE TYPE: 190'-0" SELF-SUPPORT TOWER

COPYRIGHT NOTICE: SITE INFORMATION AREA MAP PROJECT DESCRIPTION SHEET INDEX (C) Concordia 2001-2017, Copyright Notice: These Documents/Drawings Are Produced by and Are PROPERTY OWNER: Therefore The Intellectual Property of Concordia SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED SHT NO: SHEET TITLE: Group Of Companies. Do Not Copy, Reproduce, CITY OF MENASHA TELECOMMUNICATIONS FACILITY: Reverse-Engineer or Replicate Any Parts of These 140 MAIN STREET T-1 TITLE SHEET Documents In any Manner Without Obtaining MENASHA, WI 54952 Written Consent From The Concordia Group. * REPLACE (3) EXISTING ANTENNAS W/ (3) NEW ANTENNAS A-1 SITE PLAN CONTACT: MARK RADTKE DRAWING NOTICE: PHONE: (920) 967-5117 * INSTALL (6) RRU'S ON TOWER A-2 TOWER ELEVATION & ANTENNA LAYOUTS These documents are confidential and are the sole SITE ADDRESS: property of sprint and may not be reproduced, * REMOVE (3) RRU'S ON TOWER A-3 PLUMBING DIAGRAM disseminated or redistributed without the express 455 BALDWIN STREET written consent of sprint. MENASHA, WI 54952 * INSTALL (1) FIBER OPTIC JUNCTION CYLINDER PER NEW RRU WINNEBAGO COUNTY REVISIONS: * INSTALL (1) POWER JUNCTION CYLINDER PER NEW RRU DESCRIPTION DATEBY REV GEOGRAPHIC COORDINATES: SITE PRELIM REV 0 11.02.17 SK 0 * INSTALL (1) RET (AISG) CABLE PER NEW RRU LATITUDE: 44° 12' 23.80" N, (44.206599°) FINAL 11.17.17 KC 1 LONGITUDE: 88° 25' 32.20" W, (-88.425599°) * INSTALL (1) BATTERY STRING IN EXISTING BBU CABINET

ZONING JURISDICTION: * INSTALL NEW 2500 MHz DU SHELF IN EXISTING MMBS CABINET CITY OF MENASHA N SITE ACQUISITION MANAGER: NTP WIRELESS GHAZWAN RAYMOND BEER 520 WEST ERIE, SUITE 400 M. CHICAGO, IL 60654 SADAT PHONE: (773) 275-5712 EXT. 380 MAP DATA 2017 GOOGLE 40304 ENGINEER: CONCORDIA WIRELESS, INC LOCATION MAP APPLICABLE CODES SIGNATURE BLOCK 361 RANDY ROAD, UNIT 101 CAROL STREAM, IL 60188 CONTACT: GM SADAT, PE * ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN APPROVAL SIGNATURE DATE PHONE : (847) 981-0801 ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE FAX : (847) 589-0643 LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. SITE ACQUISITION MANAGER SIGNED: 11/17/17 CONSTRUCTION TYPE: TYPE V 1. INTERNATIONAL BUILDING CODE 2012 EXPIRES: 07/31/18 GROUP TYPE: GROUP U SPRINT CONSTRUCTION 2. NATIONAL ELECTRIC CODE 2014 (NEC) MANAGER SITE NAME: 3. AMERICAN CONCRETE INSTITUTE (ACI) 318, MENASHA BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE SITE CASCADE: SITE 4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), RF MANAGER MANUAL OF STEEL CONSTRUCTION ML25XC107 5. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, SITE ADDRESS: STRUCTURAL STANDARDS FOR STEEL TOWER AND ANTENNA RF ENGINEER 455 BALDWIN STREET SUPPORTING STRUCTURES 6. TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING MENASHA, WI 54952 REQUIREMENTS FOR TELECOMMUNICATIONS PROPERTY SHEET DESCRIPTION: 7. LIGHTNING PROTECTION CODE: NFPA 780 OWNER N TITLE SHEET R REAL ESTATE

SHEET NUMBER: Know what's

MAP DATA 2017 GOOGLE T-1 .GCTOPUBLIC HIRE &PRIV 1. IMPORTANT NOTES: UTILITIES DURING CONST DURING UTILITIES UTILITIES; GC IS RESPONSIBLE OF LOCATING ANDPROTECTING ALL FORANY OFFTHESEPLANS DO NOTSCALE BELOW GRADE UTILITIES. SURFACE ANDPROTECTANYALL LOCATE UTILITIES. DOCUMENTS & EXISTING PREVIOUS DRAWINGS PREVIOUS &EXISTING PROVIDEDDOCUMENTS BY CLIENT. UTILIZING DESIGNED BEEN SITEHAS DESIGN. EXISTING ONLINE NOTE: NOTE: SEALED CONSTRUCTION DRAWIN CONTRACTOR TOOBTAIN A STRUCTURAL ANALYSIS AND SIGNED AND 3. GC WILL NOT START CONSTRUCTION UNTIL AFTER THEY RECEIVE THEY AFTER UNTIL START CONSTRUCTION NOT GC WILL 3. 2.THESE PLANS MAY NOT CONTAIN OR REVEAL ALL SUBSURFACE ALL REVEAL OR CONTAIN NOT MAY PLANS 2.THESE THE PRECONPACKAGEANDHAVEA WALK WITH THE PM. A SITE VISIT WAS NOT PERFORMED PRIOR PRIOR TO PERFORMED NOT A SITEVISITWAS COMPLETION OF THIS CARRIER'S SHELTER EXISTING OTHER EXISTING OTHER EXISTING CHAIN CONCRETE PAD CARRIER'S W/ EQUIPMENT LINK FENCE LINK EXISTING SELF-SUPPORTEXISTING TOWER GATE W/ PROPOSED SPRINT ANTENNA CONFIGURATION; PLEASE SEE RUCTION. SHEET A-2 FOR DETAILS ATE LOCATE SERVICE IN ORDER TO GS PRIOR TO CONSTRUCTION. EXISTING OTHER CARRIER'S ICE BRIDGE (TYP.) SCALE: 1/8"=1'-0" (1/8"=2'-0" IF 11X17SHEET SIZE) (1/8"=2'-0" 1/8"=1'-0" SCALE: COMPOUND PLAN EXISTING OTHER CONCRETE PAD CARRIER'S W/ 15'-3" (V.I.F) 15'-3" EQUIPMENT

BBU EXISTING CHAIN

MMBS COMPOUND LINK FENCE LINK EXISTING GRAVEL AREA H-FRAME EXISTING EQUIPMENT ON SPRINT EXISTING SPRINT EXISTING CONCRETE PAD STEEL PLATFORM W/ TRAYCABLE N 1 ROUTED UNDER CABLE TRAY CABLE UNDER ROUTED (3) EXISTING HYBRID CABLES HYBRID EXISTING (3) PLATFORMW/ EQUIPMENT ON ROUTED UNDER CABLE TRAY CABLE UNDER ROUTED (3) EXISTING HYBRID CABLES HYBRID EXISTING (3) (1) NEW BATTERY STRING TOBE INSTALLED INSIDE EXISTING SPRINT STEEL SPRINT EXISTING EXISTING BBU CABINET BBU EXISTING EXISTING SPRINT BBU SPRINT EXISTING EXISTING SPRINT BBU SPRINT EXISTING EXISTING SPRINT EXISTING SPRINT EXISTING EXISTING SPRINT EXISTING SPRINT EXISTING CONCRETE PAD CABLE TRAYCABLE TRAYCABLE 200A PPC 200A PPC 200A EXISTING EXISTING EXISTING EXISTING CABINET CABINET CABINET CABINET TELCO TELCO CIENA CIENA

BBU BBU SCALE: 1/2"=1'-0" (1/2"=2'-0" IF11X17SHEET SIZE) (1/2"=2'-0" 1/2"=1'-0" SCALE: IF11X17SHEET SIZE) (1/2"=2'-0" 1/2"=1'-0" SCALE: EXISTING EQUIPMENT PLAN FINAL EQUIPMENT PLAN

MMBS MMBS EXISTING GPS EXISTING GPS ANTENNA ANTENNA EQUIPMENT TO GROUND BAR GROUND NEW 2.5 GROUND EXISTING STEPS EXISTING ACCESS STEPS ACCESS MMBS CABINET MMBS GROUND BAR MMBS CABINET SPRINT EXISTING MMBS CABINET SPRINT EXISTING PLATFORMW/ EQUIPMENT ON STEEL SPRINT EXISTING POWER &FIBERBE TO CONNECTED ARRESTORS; SURGE AND ROUTER BASEBAND UNIT, CELL SITE CABINET MMBS EXISTING EQUIPMENTBE TO INSTALLED IN NEW 2500 MHz DU SHELF INCLUDING BUT NOT LIMITED TO CONCRETE PAD N N 3 2 rpryo sprint and may not be reproduced, property of ismntdor redistributed without the express disseminated These documents are confidential and are the sole written consentwritten of sprint. Reverse-Engineer or Replicateor Reverse-Engineer Any Parts of These ouet nayMne Without Obtaining Documents In any Manner Documents/DrawingsAre Produced by and Are (C) Concordia 2001-2017, Copyright Notice: These ru fCmais oNtCp,Reproduce, Copy, DoNot Group OfCompanies. hrfr h nelculPoet fConcordia Property of Therefore The Intellectual rte CnetFo The Concordia Group. From Consent Written PLANS PREPARED BY: MLA PARTNER: PLANS PREPAREDFOR: OEM: DRAWING NOTICE: SHEET NUMBER: SHEET DESCRIPTION: ADDRESS: SITE CASCADE: SITE SITE NAME: COPYRIGHT NOTICE: C Overland Park, Kansas66251 Park, Overland Sprint 455 BALDWINSTREET 6580 Sprint 6580 Parkway MENASHA, WI 54952 WI MENASHA, EXPIRES: 07/31/18 SIGNED: 11/17/17 ONCORDIA WIRELESS, INC. SITE PLAN MAIN: (773)275-5712 CHICAGO, IL CHICAGO, 60654 LICENSE #3323-011- D.B.A. A PROFESSIONAL DESIGNA PROFESSIONAL FIRM CONCORDIA, LTD GHAZWAN MAIN: (847) 981-0801 (847) MAIN: 60188 STREAM,IL CAROL UNIT 101 361 RANDY ROAD ML25XC107 MENASHA 520 WEST520 ERIE SADAT 40304 SUITE 400 A-1 M.

PLANS PREPARED FOR: NEW ANTENNA SCHEDULE A (1) EXISTING ANTENNA LEGEND ANTENNA ANTENNA TO BE REPLACED (TYP. R ANTENNA ANTENNA RAD MECHANICAL ELECTRICAL O 5° AZIMUTH OF 1 PER SECTOR) T SECTOR STATUS 1 EXISTING ANTENNA

FREQUENCY MANUFACTURER MODEL QUANTITY CENTER TILT TILT C = E TO BE REMOVED Z S Sprint ALPHA NEW 2500 MHz KMW ETCR-654L12H6 1 15° 160' T.B.D. T.B.D. A V EXISTING 1900 MHz N 6580 Sprint Parkway BETA NEW 2500 MHz KMW ETCR-654L12H6 1 95° 160' T.B.D. T.B.D. RRU TO REMAIN Overland Park, Kansas 66251 GAMMA NEW 2500 MHz KMW ETCR-654L12H6 1 235° 160' T.B.D. T.B.D. EXISTING RRU TO BE REMOVED MLA PARTNER: NEW RRU / HYBRID CABLE SCHEDULE HYBRID HYBRID NEW NEW RET CABLE EXISTING RRU JUMPER JUMPER RET RET CABLE SELF-SUPPORT TOWER SECTOR RRU MODEL CABLE CABLE JUMPER RET MODEL FREQ. SIZE LENGTH LENGTH MANUF. LENGTH DIAMETER QTY. QTY. NUMBER RRH-B8 2500 MHz ALPHA 16 1/2" 4' 1 4' COMMSCOPE ATCB-B01-006 NV SEC 520 WEST ERIE 4 PORT RADIO 800 MHz TOR B SUITE 400 AZ = 95 RRH-B8 2500 MHz ° CHICAGO, IL 60654 BETA EXISTING EXISTING 16 1/2" 4' 1 4' COMMSCOPE ATCB-B01-006 MAIN: (773)275-5712 4 PORT RADIO 800 MHz RRH-B8 2500 MHz PLANS PREPARED BY: GAMMA 16 1/2" 4' 1 4' COMMSCOPE ATCB-B01-006 CONCORDIA, LTD 4 PORT RADIO 800 MHz EXISTING ANTENNA A PROFESSIONAL DESIGN FIRM SECTOR TO REMAIN LICENSE # 3323-011- D.B.A. (TYP.) ONCORDIA WIRELESS, INC. SPECIAL NOTE: C 361 RANDY ROAD EXISTING 6'-0" UNIT 101 LIGHTNING ROD 1. GC TO VERIFY ALL HEIGHTS AND C.L. OF EXISTING AT&T DISH ANTENNA AZIMUTHS IN FIELD PRIOR TO CAROL STREAM,IL 60188 ELEV. ± 192'-0" (AGL) CONSTRUCTION. GC SHALL NOTIFY CLIENT MAIN: (847) 981-0801 AND ENGINEER OF DISCREPANCIES IMMEDIATELY. EXISTING 1900 OEM: TOP OF EXISTING TOWER MHz RRU TO ELEV. ± 190'-0" (AGL) REMAIN (TYP. OF 1 PER SECTOR) EXISTING DIPOLE ANTENNA ELEV. ± 181'-0" (AGL) C.L. OF EXISTING AT&T DISH ANTENNA C ELEV. ± 175-0" (AGL) R TO ° C.L. OF EXISTING AIRDIGM ANTENNAS C 5 E 3 S 2 ELEV. ± 170'-0" (AGL) = V Z N A C.L OF NEW SPRINT ANTENNAS COPYRIGHT NOTICE: ELEV. ± 160'-0" (AGL) (C) Concordia 2001-2017, Copyright Notice: These EXISTING 800 MHz RRU Documents/Drawings Are Produced by and Are TO BE REPLACED Therefore The Intellectual Property of Concordia (TYP. OF 1 PER SECTOR) EXISTING ANTENNA & RRU LAYOUT Group Of Companies. Do Not Copy, Reproduce, Reverse-Engineer or Replicate Any Parts of These N 2 Documents In any Manner Without Obtaining SCALE: 1/2"=1'-0" (1/2"=2'-0" IF 11 X 17 SHEET SIZE) Written Consent From The Concordia Group.

1. MOUNT STRUCTURAL ANALYSIS DRAWING NOTICE: PERFORMED BY OTHERS. A These documents are confidential and are the sole CONTRACTOR TO THOROUGHLY LEGEND property of sprint and may not be reproduced, REVIEW THE MOUNT STRUCTURAL R disseminated or redistributed without the express C.L. OF EXISTING AT&T ANTENNAS ANALYSIS FOR INFORMATION ° O written consent of sprint. ELEV. ± 120'-0" (AGL) PERTAINING TO MOUNT UPGRADES, 5 NEW 16-PORT T 1 MOUNTING TYPES, ANTENNA HEIGHTS, AND CABLE ROUTING, ANY C ANTENNA = OTHER DISCREPANCIES BETWEEN E THE DRAWINGS, STRUCTURAL Z NEW 2500 MHz RRU 1900 S ANALYSIS, AND TOWER PLANS MHz A SHOULD BE BROUGHT TO THE NEW 800 MHz 4 PORT 5 TO BE INSTALLED . ATTENTION OF THE PROJECT RADIO UNIT TO BE 2 NEW 800 MHz RRU MANAGER PRIOR TO BIDDING AND INSTALLED (TYP. PER INSTALLATION. SECTOR) TO BE INSTALLED 800 EXISTING 1900 MHz NEW 2500 MHz RRH-B8 MHz RRU TO REMAIN UNIT TO BE INSTALLED (TYP. PER SECTOR) 2500 MHz GHAZWAN M. EXISTING EXISTING SELF-SUPPORT 800 SADAT SELF-SUPPORT EXISTING 1900 MHz TOWER MHz TOWER RRU TO REMAIN (TYP. 40304 OF 1 PER SECTOR) 1900 MHz 2.5 SECTOR B 2500 AZ = 2500 MHz 95° SIGNED: 11/17/17 NEW 2-7/8" O.D. SCH 40 HOT EXPIRES: 07/31/18 DIPPED GALVANIZED ANTENNA MHz PIPE TO BE INSTALLED (TYP. SITE NAME: PER NEW ANTENNA & NEW RRU) NEW ETCR-654L12H6 MENASHA ANTENNA TO BE INSTALLED (TYP. PER SECTOR) SITE CASCADE: ML25XC107 NEW GROUND CONNECTION FOR C SITE ADDRESS: R 1900 NEW ANTENNA PIPE MOUNT TO O SECTOR GROUND BAR T MHz 800 455 BALDWIN STREET C 5° FINISHED GRADE E 3 MHz MENASHA, WI 54952 S 2 SPRINT SECTOR ELEV. 0'-0" (AGL) 5 = SHEET DESCRIPTION: 2. Z GROUND BAR A (TYP. PER SECTOR) NEW GROUND CONNECTION FOR RRU TOWER ELEVATION & TO SECTOR GROUND BAR (TYP. OF 1 PER NEW RRU) ANTENNA LAYOUTS

SHEET NUMBER: FINAL TOWER ELEVATION FINAL ANTENNA & RRU LAYOUT N 1 N 3 SCALE: 1/16"=1'-0" (1/16"=2'-0" IF 11 X 17 SHEET SIZE) SCALE: 1/2"=1'-0" (1/2"=2'-0" IF 11 X 17 SHEET SIZE) A-2 PLANS PREPARED FOR: Sprint 6580 Sprint Parkway Overland Park, Kansas 66251

MLA PARTNER:

520 WEST ERIE SUITE 400 CHICAGO, IL 60654 MAIN: (773)275-5712

PLANS PREPARED BY: CONCORDIA, LTD A PROFESSIONAL DESIGN FIRM LICENSE # 3323-011- D.B.A. ONCORDIA WIRELESS, INC. C 361 RANDY ROAD UNIT 101 CAROL STREAM,IL 60188 MAIN: (847) 981-0801

OEM:

COPYRIGHT NOTICE: (C) Concordia 2001-2017, Copyright Notice: These Documents/Drawings Are Produced by and Are Therefore The Intellectual Property of Concordia Group Of Companies. Do Not Copy, Reproduce, Reverse-Engineer or Replicate Any Parts of These Documents In any Manner Without Obtaining Written Consent From The Concordia Group.

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C O N S S I I GHAZWAN N W M. SADAT P R R O 40304 E F E E N S I S NG I ONAL E

SIGNED: 11/17/17 EXPIRES: 07/31/18

SITE NAME: MENASHA

SITE CASCADE: ML25XC107

SITE ADDRESS: 455 BALDWIN STREET MENASHA, WI 54952 SHEET DESCRIPTION: PLUMBING DIAGRAM

PLUMBING DIAGRAM SHEET NUMBER: A-3 SCALE: N.T.S. 1

AP Check Register Date: 5/24/2018 Check Date: 5/24/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number ACCURATE 61277 5/24/2018 1803712 731-1022-541.38-03 38.40 Wiper Blade 5/24/2018 1805562 731-1022-541.38-03 156.97 Air Spring 5/24/2018 1805635 731-1022-541.30-18 75.15 Washers/Plugs/Shells 5/24/2018 1805656 731-1022-541.38-03 142.02 Brake Pads/Rotor 5/24/2018 1805686 731-1022-541.30-18 109.08 Rust/Cor Prot 5/24/2018 1805717 731-1022-541.38-03 326.81 Unions/Conn Total for check: 61277 848.43

AIRGAS USA LLC 61278 5/24/2018 9953275042 731-1022-541.30-18 159.18 Cylinder Lease 5/24/2018 9953275043 731-1022-541.30-18 462.54 Cylinder Lease Total for check: 61278 621.72

CITY OF APPLETON 61279 5/24/2018 241600 100-0918-531.21-06 500.00 Public Heath Planning Total for check: 61279 500.00

ARING EQUIPMENT COMPANY INC 61280 5/24/2018 738087 731-1022-541.38-03 276.07 Parts 5/24/2018 739027 731-1022-541.38-03 41.06 Parts Total for check: 61280 317.13

AT&T 61281 5/24/2018 920R09453005 601-1020-543.22-01 292.50 Alarm 5/4-6/3 Total for check: 61281 292.50

AT&T CWO 61282 5/24/2018 CR#196176 470-0703-553.82-02 9,435.36 Fox & Mathewson St Remove Poles Total for check: 61282 9,435.36

BDD&G HOLDINGS OF APPLETON LLC 61283 5/24/2018 BDD TLE 470-1002-541.80-02 710.00 Temp Ltd Easement Total for check: 61283 710.00

BSN SPORTS LLC 61284 5/24/2018 902190930 100-0702-552.30-18 619.99 Softballs

Page 1

Combined Page, , 1 AP Check Register Date: 5/24/2018 Check Date: 5/24/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number BSN SPORTS LLC... 61284... 5/24/2018 902190931 100-0702-552.30-18 45.00 Scorebook Total for check: 61284 664.99

BUCKLIN'S 61285 5/24/2018 69035 100-1003-541.30-18 26.52 Mulch Total for check: 61285 26.52

PAMELA A CAPTAIN 61286 5/24/2018 CAPTAIN 100-0201-512.33-01 10.03 Travel Expense 100-0201-512.34-01 3.12 Travel Expense 28.28 Travel Expense 37.07 Travel Expense 74.36 Travel Expense Total for check: 61286 152.86

CARRICO AQUATIC RESOURCES INC 61287 5/24/2018 20181297 100-0704-552.30-18 4,000.00 Summer Water Mgmt Agmt Total for check: 61287 4,000.00

CEC 61288 5/24/2018 BILL255161 100-0501-522.24-03 375.00 Monitoring Alarm System Total for check: 61288 375.00

CORNERSTONE CHURCH FOX VALLEY 61289 5/24/2018 CORNERSTONE TLE 470-1002-541.80-02 620.00 Temp Ltd Easement Total for check: 61289 620.00

CRESCENT ELECTRIC SUPPLY COMPANY 61290 5/24/2018 S504885660.001 100-0703-553.30-18 59.82 Insulated Comm Port 5/24/2018 S504888572.001 470-0304-562.82-02 121.53 Bar Kit 5/24/2018 S504906019.001 100-0601-551.30-13 148.12 Lamp Plug 5/24/2018 S504955381.001 100-0703-553.24-03 63.82 Electrical Supplies 100-1001-514.24-03 63.82 Electrical Supplies 100-1008-541.30-18 63.82 Electrical Supplies 100-1012-541.30-18 63.85 Electrical Supplies 5/24/2018 S504955386.001 100-0903-531.24-03 82.98 Electrical Supplies

Page 2

Combined Page, , 2 AP Check Register Date: 5/24/2018 Check Date: 5/24/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number CRESCENT ELECTRIC SUPPLY COMPANY... 61290... 5/24/2018 S504955390.001 100-0703-553.24-03 17.10 Supplies 5/24/2018 S504957143.001 100-0703-553.30-18 18.61 Supplies 5/24/2018 S504974047.001 470-1012-541.82-02 803.19 Electrical Supplies 5/24/2018 S504974047.002 470-1012-541.82-02 87.02 Insulated Port 5/24/2018 S504986540.001 207-0707-552.24-03 97.14 Electrical Supplies 5/24/2018 S504986573.001 470-1012-541.82-02 240.91 Wires Total for check: 61290 1,931.73

CUMMINS NPOWER LLC 61291 5/24/2018 F4-6770 731-1022-541.38-03 3,142.00 Clamp/Gaskets/Module Sensors Total for check: 61291 3,142.00

DAVID TIETZ 61292 5/24/2018 TIETZ 100-0305-562.70-01 1,000.00 Pain & Restore Grant Total for check: 61292 1,000.00

DANIEL & CATHY EHLKE 61293 5/24/2018 TLE 470-1002-541.80-02 440.00 Temporary Easement Total for check: 61293 440.00

ENVIROTECH 61294 5/24/2018 033018-26A 731-1022-541.38-03 67.94 Sweeper Hose Total for check: 61294 67.94

EZ GLIDE GARAGE DOORS AND OPENERS 61295 5/24/2018 0156230-IN 470-0703-553.82-01 2,530.00 Garage Doors Total for check: 61295 2,530.00

FORCE AMERICA DISTRIBUTING LLC 61296 5/24/2018 IN001-1239053 731-1022-541.38-03 72.38 Switch/Lens Total for check: 61296 72.38

FOX CITIES CONVENTION & VISITORS 61297 5/24/2018 1ST QUARTER TAX 100-0415-513.20-11 173.02 First Quarter Room Tax Total for check: 61297 173.02

Page 3

Combined Page, , 3 AP Check Register Date: 5/24/2018 Check Date: 5/24/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number FOX CROSSING UTILITIES 61298 5/24/2018 127-36488 100-0703-553.22-06 307.32 206 North St/Storm Water 1/14-4/15 Total for check: 61298 307.32

FOX STAMP SIGN & SPECIALTY 61299 5/24/2018 2013577 100-0401-513.30-10 14.38 Signature Stamps Total for check: 61299 14.38

FRANK'S RADIO 61300 5/24/2018 110388 100-0801-521.24-02 105.94 Connector Installation Total for check: 61300 105.94

GRAPHIC COMPOSITION INC 61301 5/24/2018 180956 100-0000-134.00-00 (8.30) Business Cards 100-0801-521.29-01 93.30 Business Cards Total for check: 61301 85.00

GRIES ARCHITECTURAL GROUP INC 61302 5/24/2018 180404-73 470-1022-541.82-01 7,200.00 Topographic Survey/PWF Total for check: 61302 7,200.00

GRIESBACH READY-MIX LLC 61303 5/24/2018 4059 100-1003-541.30-18 8,712.50 Concrete Total for check: 61303 8,712.50

GUARDIAN TRACKING LLC 61304 5/24/2018 2018-0342 743-0403-513.24-04 3,384.00 Annual Subscription Total for check: 61304 3,384.00

GUNDERSON CLEANERS 61305 5/24/2018 605982 100-0801-521.30-13 34.66 Mat/Towel Clean Total for check: 61305 34.66

GUSTMAN CHEVROLET SALES INC 61306 5/24/2018 46610 731-1022-541.38-03 96.01 Handle/Nuts

Page 4

Combined Page, , 4 AP Check Register Date: 5/24/2018 Check Date: 5/24/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number GUSTMAN CHEVROLET SALES INC... 61306... 5/24/2018 46611 731-1022-541.38-03 8.34 Nuts Total for check: 61306 104.35

HERMAN REAL ESTATE LLC 61307 5/24/2018 TLE 470-1002-541.80-02 200.00 Temporary Easement Total for check: 61307 200.00

HUGHES ADVERTISING, NED 61308 5/24/2018 04152018 100-0702-552.29-03 555.00 Advertising-Grunski Total for check: 61308 555.00

JOE CISKE 61309 5/24/2018 CISKE 601-1020-543.21-02 675.00 Reimbursement Sump Pit Total for check: 61309 675.00

KEIL ENTERPRISES 61310 5/24/2018 COURSE 100-0801-521.34-02 195.00 Operation RUSH Total for check: 61310 195.00

LAKE AND POND SOLUTIONS CO 61311 5/24/2018 29641 100-0703-553.24-04 2,216.70 Fountain/Fixtures Total for check: 61311 2,216.70

LAKE PARK VILLAS HOMEOWNERS ASSN 61312 5/24/2018 LAKE PARK VILLA 501-0304-562.32-01 4,047.43 Lake Park Villas Costs May 5,797.54 Lake Park Villas Costs January-April Total for check: 61312 9,844.97

JEREMIAH & SHAVONNE LANDEAU 61313 5/24/2018 TLE 470-1002-541.80-02 270.00 Temporary Easement Total for check: 61313 270.00

LAPPEN SECURITY PRODUCTS INC 61314 5/24/2018 LSPQ38585 100-0601-551.24-03 178.25 Locksmith Labor Total for check: 61314 178.25

Page 5

Combined Page, , 5 AP Check Register Date: 5/24/2018 Check Date: 5/24/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number LEAVES INSPIRED TREE NURSERY LLC 61315 5/24/2018 278 470-0703-553.82-02 834.00 Plant Material Loop The Lake 625-0706-561.30-18 6,795.55 Plant Material Total for check: 61315 7,629.55

LEVENHAGEN OIL CORPORATION 61316 5/24/2018 065006A-IN 731-1022-541.38-03 686.40 Fuel Total for check: 61316 686.40

KENNETH & HEIDI LIEBHABER 61317 5/24/2018 TLE 470-1002-541.80-02 230.00 Temporary Easement Total for check: 61317 230.00

LINCOLN CONTRACTORS SUPPLY INC 61318 5/24/2018 L60608 100-1003-541.30-15 252.00 Rotary Hammer Bit Total for check: 61318 252.00

ROBERT & MARCIA MADER 61319 5/24/2018 TLE 470-1002-541.80-02 280.00 Temporary Easement Total for check: 61319 280.00

DAMIAN MARTIN-FARRELL J 61320 5/24/2018 TLE 470-1002-541.80-02 230.00 Temporary Easement Total for check: 61320 230.00

MCMAHON 61321 5/24/2018 909868 625-1010-541.21-02 809.60 Storm Water Action Plan Project 9-17-00926 Total for check: 61321 809.60

MCNEILUS TRUCK & MFG COMPANY 61322 5/24/2018 3994861 731-1022-541.38-03 193.88 Bumpers Total for check: 61322 193.88

MENARDS-APPLETON EAST 61323 5/24/2018 36605 100-0703-553.24-03 193.67 H & R Perforated/Duration 5/24/2018 36863 100-0703-553.24-03 206.85 Primer/Cement/Bolts/Trap Sleeve/Wedge/Tee/Strainer

Page 6

Combined Page, , 6 AP Check Register Date: 5/24/2018 Check Date: 5/24/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number MENARDS-APPLETON EAST... 61323... 5/24/2018 36947 100-0703-553.24-03 46.53 Faucet/Bolts Total for check: 61323 447.05

JAMES MERRITT 61324 5/24/2018 TLE 470-1002-541.80-02 240.00 Temporary Easement Total for check: 61324 240.00

MILLER MASONRY & CONCRETE 61325 5/24/2018 96490 470-0703-553.82-01 3,824.00 Overhead Door Work Hart Park 5/24/2018 96491 207-0707-552.24-03 1,975.00 Door Frame Work/Marina 5/24/2018 96492 207-0707-552.24-03 1,325.00 Door Frame Work/Marina Total for check: 61325 7,124.00

MBM 61326 5/24/2018 IN286263 743-0403-513.30-15 250.00 Mem Bldg Copier 5/24/2018 IN286591 743-0403-513.29-01 306.59 PD Color Copier Total for check: 61326 556.59

TROY & ERIKA MUELLER 61327 5/24/2018 TLE 470-1002-541.80-02 280.00 Temporary Easement Total for check: 61327 280.00

MUNICIPAL PROPERTY INSURANCE CO 61328 5/24/2018 ACCT #40000207 501-0304-562.82-01 423.00 Ahnaip Street Vacant Property Insurance Total for check: 61328 423.00

DONALD OBERWEISER 61329 5/24/2018 TLE 470-1002-541.80-02 200.00 Temporary Easement Total for check: 61329 200.00

OGDEN PLUMBING & HEATING INC 61330 5/24/2018 83616 100-0501-522.24-03 1,923.43 Plumbing Parts 100-0801-521.24-03 1,923.43 Plumbing Parts Total for check: 61330 3,846.86

Page 7

Combined Page, , 7 AP Check Register Date: 5/24/2018 Check Date: 5/24/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number PERSONNEL EVALUATION INC 61331 5/24/2018 27533 100-0801-521.21-06 160.00 PEP Billing Total for check: 61331 160.00

JOSEPH POLZIEN 61332 5/24/2018 POLZIEN 100-0811-521.19-03 54.76 Clothing Reimbursement Total for check: 61332 54.76

RMD MANAGEMENT GROUP LLC 61333 5/24/2018 TLE 470-1002-541.80-02 380.00 Temporary Easement Total for check: 61333 380.00

RNB HOLDING LLC 61334 5/24/2018 TLE 470-1002-541.80-02 260.00 Temporary Easement Total for check: 61334 260.00

SAFEBUILT LLC 61335 5/24/2018 0044712-IN 100-0301-523.21-06 522.75 Permits Total for check: 61335 522.75

SCHENCK SC 61336 5/24/2018 SC10177839 100-0401-513.21-03 7,780.00 2017 Audit 100-0601-551.21-03 570.00 2017 Audit 470-0304-562.80-02 450.00 WEDC - 867 Valley Road Report 601-0401-513.21-03 1,300.00 2017 Audit 625-0401-513.21-03 1,350.00 2017 Audit Total for check: 61336 11,450.00

SCHICHTEL'S NURSERY INC 61337 5/24/2018 002053601 470-0703-553.82-02 876.00 Plants/Loop the Lake Total for check: 61337 876.00

SERVICEMASTER BUILDING MAINTENANCE 61338 5/24/2018 26824 100-0801-521.20-01 1,609.00 Janitorial Services Total for check: 61338 1,609.00

Page 8

Combined Page, , 8 AP Check Register Date: 5/24/2018 Check Date: 5/24/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number SHERWIN INDUSTRIES INC 61339 5/24/2018 SS074568 100-1008-541.30-15 9,751.00 Cutters Total for check: 61339 9,751.00

DERWIN SMITH 61340 5/24/2018 TLE 470-1002-541.80-02 370.00 Temporary Easement Total for check: 61340 370.00

SMT MANUFACTURING & SUPPLY LLC 61341 5/24/2018 0051795-IN 731-1022-541.30-18 102.29 Seals/Gloves Keystock 5/24/2018 0051796-CM 731-1022-541.38-03 (10.52) Credit Total for check: 61341 91.77

SUPERIOR CHEMICAL CORP 61342 5/24/2018 189145 100-0000-132.00-00 1,838.38 Cleaner/Freshener Insecticide Total for check: 61342 1,838.38

SUPERIOR VISION INSURANCE PLAN 61343 5/24/2018 146012 100-0000-204.10-00 1,109.76 Vision Insurance Total for check: 61343 1,109.76

RITA THOMPSON 61344 5/24/2018 TLE 470-1002-541.80-02 380.00 Temporary Easement Total for check: 61344 380.00

DAVID TIETZ 61345 5/24/2018 TIETZ 100-0305-562.70-01 1,000.00 Paint & Restore Program Total for check: 61345 1,000.00

TRINITY EVANGELICAL LUTHERAN CHURCH 61346 5/24/2018 TRINITY TLE 470-1002-541.80-02 1,310.00 Temp Ltd Easement Total for check: 61346 1,310.00

TRUCK COUNTRY OF WISCONSIN 61347 5/24/2018 X202501692:01 731-1022-541.38-03 20.38 Hose Total for check: 61347 20.38

Page 9

Combined Page, , 9 AP Check Register Date: 5/24/2018 Check Date: 5/24/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number UNIFIRST CORPORATION 61348 5/24/2018 097 0260375 731-1022-541.20-01 251.22 Coverall/Shirt/Mat Cleaning Total for check: 61348 251.22

VERIZON WIRELESS 61349 5/24/2018 9806487141 100-0601-551.22-01 5.15 Telephone 3/3-5/2 100-0702-552.22-01 63.49 Telephone 3/3-5/2 5/24/2018 9806487143 100-0703-553.22-01 22.50 Phone 731-1022-541.22-01 127.41 Phone 5/24/2018 9806487145 100-0702-552.22-01 148.48 Telephone 3/3-4/2 Total for check: 61349 367.03

VERMEER WISCONSIN INC 61350 5/24/2018 30061353 731-1022-541.38-03 57.06 Parts Total for check: 61350 57.06

VIEVU 61351 5/24/2018 28754 100-0801-521.30-18 400.00 Camera Storage Total for check: 61351 400.00

WINNEBAGO COUNTY TREASURER 61352 5/24/2018 11832 100-0805-521.25-01 205.85 Lodging 5/24/2018 12861 100-0203-512.21-08 30.00 Recording Fees 5/24/2018 LF125754 266-1027-543.25-03 145.00 TV's 5/24/2018 LF125829 100-1016-543.25-01 14,215.60 Direct Haul 100-1017-543.25-01 3,477.60 Direct Haul 266-1027-543.25-01 489.85 Direct Haul Total for check: 61352 18,563.90

WISCONSIN DEPT OF JUSTICE 61353 5/24/2018 ACCT L7101T 100-0801-521.21-06 161.00 Total for check: 61353 161.00

WISCONSIN SUPPORT COLLECTIONS 61354 5/24/2018 20180524 100-0000-202.03-00 821.51 PAYROLL SUMMARY Total for check: 61354 821.51

Page 10

Combined Page, , 10 AP Check Register Date: 5/24/2018 Check Date: 5/24/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number WPPI ENERGY 61355 5/24/2018 INV09732 310-0409-571.61-01 494.50 Street Lighting Project May Loan Payment Total for check: 61355 494.50

YMCA OF THE FOX CITIES 61356 5/24/2018 88 100-0920-531.21-06 22,923.25 Senior Center Programming4/1/18-6/30/18 Total for check: 61356 22,923.25

4IMPRINT 61357 5/24/2018 CONF #15887811 100-0202-512.30-16 1,205.80 Wellness Prizes Total for check: 61357 1,205.80

161,862.65

Page 11

Combined Page, , 11 AP Check Register Date: 5/25/2018 Check Date: 5/25/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number BAKER & TAYLOR INC 61359 5/25/2018 2033589770 100-0601-551.30-14 13.00 Library Materials 5/25/2018 2033621526 100-0601-551.30-14 278.73 Library Materials 5/25/2018 2033623674 100-0601-551.30-14 520.08 Library Materials 5/25/2018 2033629622 100-0601-551.30-14 462.63 Library Materials 5/25/2018 2033640328 100-0601-551.30-14 730.36 Library Materials 5/25/2018 2033643371 100-0601-551.30-14 527.46 Library Materials 5/25/2018 2033651340 100-0601-551.30-14 210.09 Library Materials 5/25/2018 2033658013 100-0601-551.30-14 250.62 Library Materials 5/25/2018 2033667784 100-0601-551.30-14 789.32 Library Materials 5/25/2018 2033668318 100-0601-551.30-14 184.08 Library Materials 5/25/2018 2033673618 100-0601-551.30-14 482.36 Library Materials 5/25/2018 2033676638 100-0601-551.30-14 333.74 Library Materials 5/25/2018 2033679413 100-0601-551.30-14 466.14 Library Materials 5/25/2018 5014975718 100-0601-551.30-14 148.46 Library Materials 5/25/2018 B86605760 100-0601-551.30-14 50.38 Library Materials 5/25/2018 B86605761 100-0601-551.30-14 151.14 Library Materials 5/25/2018 B86605762 100-0601-551.30-14 69.06 Library Materials 5/25/2018 B86605763 100-0601-551.30-14 66.93 Library Materials 5/25/2018 B86605764 100-0601-551.30-14 33.11 Library Materials 5/25/2018 B87212940 100-0601-551.30-14 161.94 Library Materials 5/25/2018 B87812870 100-0601-551.30-14 296.48 Library Materials 5/25/2018 B87812871 100-0601-551.30-14 47.49 Library Materials 5/25/2018 B87908160 100-0601-551.30-14 28.78 Library Materials 5/25/2018 B88420450 100-0601-551.30-14 126.66 Library Materials 5/25/2018 B88420451 100-0601-551.30-14 57.58 Library Materials 5/25/2018 B88420452 100-0601-551.30-14 33.10 Library Materials 5/25/2018 B88420453 100-0601-551.30-14 28.79 Library Materials Total for check: 61359 6,548.51

JOE BONGERS 61360 5/25/2018 BONGERS 100-0601-551.33-01 26.00 Reimbursement Travel 100-0601-551.34-01 79.46 Reimbursement Travel

Page 1

Combined Page, , 12 AP Check Register Date: 5/25/2018 Check Date: 5/25/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number JOE BONGERS... 61360... 5/25/2018... BONGERS... 100-0601-551.34-03 7.86 Reimbursement Meals Total for check: 61360 113.32

CAPSTONE PRESS INC 61361 5/25/2018 110452 100-0601-551.30-14 2,208.91 Library Materials Total for check: 61361 2,208.91

CENGAGE LEARNING - GALE 61362 5/25/2018 63590633 100-0601-551.30-14 23.20 Library Materials 5/25/2018 63617762 100-0601-551.30-14 38.92 Library Materials 5/25/2018 63623236 100-0601-551.30-14 89.57 Library Materials Total for check: 61362 151.69

CENTER POINT LARGE PRINT 61363 5/25/2018 1582087 100-0601-551.30-14 231.30 Library Materials Total for check: 61363 231.30

DEMCO 61364 5/25/2018 6371284 100-0601-551.30-18 726.00 Supplies Total for check: 61364 726.00

JOHN DUGGLEBY 61365 5/25/2018 DUGGLEBY 100-0601-551.20-05 195.00 Performer Total for check: 61365 195.00

FOX STAMP SIGN & SPECIALTY 61366 5/25/2018 2007467 100-0601-551.30-10 62.30 Donation Plaques 5/25/2018 2013625 100-0601-551.30-16 775.00 Magnets Total for check: 61366 837.30

KITZ & PFEIL INC 61367 5/25/2018 11570 100-0601-551.30-13 27.58 Battery Total for check: 61367 27.58

MANDERFIELD'S HOME BAKERY 61368 5/25/2018 506681 100-0601-551.30-16 40.50 Donut Holes

Page 2

Combined Page, , 13 AP Check Register Date: 5/25/2018 Check Date: 5/25/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number MANDERFIELD'S HOME BAKERY... 61368... 5/25/2018 506806 100-0601-551.30-16 13.00 Cookies Total for check: 61368 53.50

ELISHA D SMITH PUBLIC LIBRARY 61369 5/25/2018 PETTY CASH 100-0601-551.30-16 58.62 Petty Cash Reimbursement 100-0601-551.34-03 7.99 Petty Cash Reimbursement Total for check: 61369 66.61

MIDWEST TAPE 61370 5/25/2018 0095963723 100-0601-551.30-14 47.18 Library Materials 5/25/2018 0095991773 100-0601-551.30-14 29.99 Library Materials 5/25/2018 0095991774 100-0601-551.30-14 53.98 Library Materials 5/25/2018 0095992159 100-0601-551.30-14 39.97 Library Materials 5/25/2018 0096012675 100-0601-551.30-14 11.24 Library Materials 5/25/2018 96117926 100-0601-551.30-14 2,100.00 Library Materials Total for check: 61370 2,282.36

MBM 61371 5/25/2018 IN287552 100-0601-551.24-04 143.41 Copier 5/25/2018 IN290021 100-0601-551.24-04 804.43 Copier 5/25/2018 IN292251 100-0601-551.24-04 1,856.57 Copier Total for check: 61371 2,804.41

KIRK MOORE-NOKES 61372 5/25/2018 MOORE-NOKES 100-0601-551.34-01 110.24 Reimbursement Travel Total for check: 61372 110.24

PENWORTHY COMPANY 61373 5/25/2018 0540398-IN 100-0601-551.30-14 4,711.96 Library Materials Total for check: 61373 4,711.96

PROQUEST LLC 61374 5/25/2018 US10010840 100-0601-551.30-14 1,310.00 Ancestry Library Renewal Total for check: 61374 1,310.00

Page 3

Combined Page, , 14 AP Check Register Date: 5/25/2018 Check Date: 5/25/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number RECORDED BOOKS LLC 61375 5/25/2018 75722015 100-0601-551.30-14 111.37 Library Materials Total for check: 61375 111.37

SERVICEMASTER BUILDING MAINTENANCE 61376 5/25/2018 26844 100-0601-551.20-01 1,587.00 Janitorial Services Total for check: 61376 1,587.00

SYNCB/AMAZON 61377 5/25/2018 445779888674 100-0601-551.30-14 17.84 Library Materials 5/25/2018 449954994889 100-0601-551.30-14 183.96 Library Materials 5/25/2018 457898774949 100-0601-551.30-14 45.98 Library Materials 5/25/2018 473648466779 100-0601-551.30-14 45.98 Library Materials 5/25/2018 474687439595 100-0601-551.30-14 365.62 Library Materials 5/25/2018 594638854469 100-0601-551.30-14 86.88 Library Materials 5/25/2018 634698763996 100-0601-551.30-14 29.96 Library Materials 5/25/2018 689535593834 100-0601-551.30-14 8.39 Library Materials 5/25/2018 757448998499 100-0601-551.30-10 10.39 Supplies 5/25/2018 843586599796 100-0601-551.30-14 14.96 Library Materials 5/25/2018 877554877678 100-0601-551.30-14 21.45 Library Materials 5/25/2018 998594667838 100-0601-551.30-14 137.20 Library Materials Total for check: 61377 968.61

US BANK EQUIPMENT FINANCE 61378 5/25/2018 357629518 100-0601-551.24-04 399.49 Copier 5/25/2018 462610 100-0000-441.19-00 187.95 Collection Agency Fees Total for check: 61378 587.44

WINNEFOX AUTOMATED LIBRARY SYSTEM 61379 5/25/2018 WALS931 100-0601-551.30-11 231.33 March Unique Manag. Serv.April 2018 Unique Manag. Total for check: 61379 231.33

Page 4

Combined Page, , 15 AP Check Register Date: 5/25/2018 Check Date: 5/25/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number WINNEFOX AUTOMATED LIBRARY SYSTEM 61380 5/25/2018 TECHNOLOGY 100-0601-551.25-01 2,000.00 Technology Total for check: 61380 2,000.00

27,864.44

Page 5

Combined Page, , 16 AP Check Register Date: 5/31/2018 Check Date: 5/31/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number AAA PORTABLES 61381 5/31/2018 D-70631 100-0703-553.20-09 152.25 Portable Toilets 5/31/2018 D-70668 100-0703-553.20-09 107.36 Portable Toilets Total for check: 61381 259.61

ACCURATE 61382 5/31/2018 1806104 731-1022-541.38-03 13.00 Lamps/Bulbs 5/31/2018 1806238 731-1022-541.30-18 143.39 Discs/Blades/Fuses Total for check: 61382 156.39

AIRGAS USA LLC 61383 5/31/2018 9075796865 731-1022-541.30-18 89.64 Acetylene Total for check: 61383 89.64

ALLEGRA 61384 5/31/2018 41867 100-0405-513.29-01 236.96 Business Cards/Aldermen Total for check: 61384 236.96

AQUECS INC 61385 5/31/2018 28494 207-0707-552.30-18 324.00 Stickers Total for check: 61385 324.00

BRITTA HARE 61386 5/31/2018 HARE 100-0000-201.08-00 6.78 Park Cancellation Refund 100-0000-441.23-00 135.72 Park Cancellation Refund Total for check: 61386 142.50

BRUCE MUNICIPAL EQUIPMENT INC 61387 5/31/2018 P06855 731-1022-541.38-03 85.84 Runners Total for check: 61387 85.84

CARDMEMBER SERVICE 61393 5/31/2018 0025 100-0201-512.34-03 102.00 Lodging Attorney 5/31/2018 0033 100-0601-551.30-16 14.70 Popcorn Library 5/31/2018 0087 100-0801-521.34-03 13.69 Training Meal Police 5/31/2018 0091 100-0801-521.34-02 250.00 Training Course Fee Police 5/31/2018 0139 100-0704-552.24-03 123.98 Paint Pool 5/31/2018 0178 100-0801-521.34-03 354.00 Training Hotel Police Page 1

Combined Page, , 17 AP Check Register Date: 5/31/2018 Check Date: 5/31/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number CARDMEMBER SERVICE 61393 5/31/2018 0198 100-0601-551.30-14 15.73 Itunes Library 5/31/2018 0277 100-0704-552.24-03 99.98 Paint Pool 5/31/2018 0380 100-0801-521.29-04 42.14 Vehicle Maintenance Police 5/31/2018 0482 100-0803-521.19-03 36.94 CSO Clothing CSO 5/31/2018 0756 100-0703-553.24-03 124.20 Lights Parks 5/31/2018 0790 625-0706-561.30-18 35.96 Rope Forestry 5/31/2018 0830 100-0501-522.24-03 34.37 Kitchen Fire Dept 5/31/2018 1293 100-0702-552.30-18 45.22 Soccer Goal Recreation 5/31/2018 1353 100-0903-531.24-03 33.48 TV Health 5/31/2018 1390 100-0000-132.00-00 338.00 AED Buildings 5/31/2018 1593 100-0801-521.30-18 74.95 Office Supplies Police 5/31/2018 1662 100-0601-551.30-16 42.40 Posters/Bookmarks Library 5/31/2018 1714 100-0801-521.30-15 240.65 Dept. Mailboxes Police 5/31/2018 1922 100-0801-521.34-03 82.00 Training Hotel Police 5/31/2018 2011 100-0801-521.30-11 103.71 Evidence to FBI Lab Police 5/31/2018 2082 100-0501-522.24-03 76.95 Range Hood Fire Dept 5/31/2018 2606 100-0801-521.30-11 24.43 Eqt Returned for Repair Police 5/31/2018 2694 100-0501-522.24-03 24.89 Light Fire Dept 5/31/2018 2774 100-0601-551.30-16 5.13 Gift Basket Library 5/31/2018 2854 100-0201-512.32-02 195.00 Credentials Attorney 5/31/2018 2946 100-0801-521.29-04 19.38 Lockout Tools Police 5/31/2018 3187 824-0809-521.30-15 84.96 Honor Guard Uniforms Honor Guard 5/31/2018 3238 100-0801-521.30-11 28.11 Evidence to Crime Lab Police 5/31/2018 3308 100-0801-521.30-15 (13.49) Refund Police 5/31/2018 3363 100-0601-551.24-01 (5.99) Refund Library 5/31/2018 3518 100-0801-521.29-04 17.13 MDC Cables Police 5/31/2018 3600 100-0601-551.24-01 125.87 Cricut machine Library 5/31/2018 3603 100-0601-551.30-16 30.25 Pizza Storytime Library 5/31/2018 3827 100-0601-551.30-16 142.80 Facebook Library 5/31/2018 3982 100-0601-551.30-14 58.83 Book Library 5/31/2018 4276 100-0601-551.30-11 9.51 Postage Library 5/31/2018 4280 100-0801-521.29-04 61.00 Lockout Tools Police 5/31/2018 4436 100-0601-551.34-03 143.98 WI WLA Lodging Library 5/31/2018 4666 100-0801-521.32-01 48.60 TLO-Investigative Tool Police Page 2

Combined Page, , 18 AP Check Register Date: 5/31/2018 Check Date: 5/31/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number CARDMEMBER SERVICE 61393 5/31/2018 4708 100-0801-521.30-18 187.18 Pin Awards Police 5/31/2018 4795 100-0601-551.30-16 12.60 Gift Basket Library 5/31/2018 5021 100-0601-551.30-14 99.00 Membership Library 5/31/2018 5218 100-0601-551.34-02 125.00 Training Registration Library 100-0601-551.34-03 44.00 Training Meals Library 5/31/2018 5230 100-0801-521.19-03 281.35 Honor Guard Uniforms Police 5/31/2018 5400 100-0916-531.34-03 93.07 Training Dental 5/31/2018 5415 100-0801-521.34-03 23.92 Training Meals Police 5/31/2018 5491 100-0803-521.30-15 19.99 Phone Case CSO 5/31/2018 5633 100-0801-521.19-03 35.19 Uniform Eqt Police 5/31/2018 5636 100-0801-521.29-04 8.98 Ethernet Cable Police 5/31/2018 5640 100-0801-521.34-03 30.96 Training Meals Police 5/31/2018 5739 100-0601-551.30-11 4.89 Postage Library 5/31/2018 5883 100-0703-553.24-03 152.49 Lights Parks 5/31/2018 5893 100-0501-522.24-03 24.42 Kitchen Light Fire Dept 5/31/2018 6013 824-0807-521.30-15 61.98 K-9 Food K-9 5/31/2018 6038 100-0601-551.30-16 11.09 Snacks for Reception Library 5/31/2018 6083 100-0801-521.30-15 32.49 Certificate Frames Police 5/31/2018 6138 100-0703-553.24-03 49.96 Lights Parks 5/31/2018 6199 100-0801-521.19-03 24.81 Uniform Eqt Police 5/31/2018 6207 731-1022-541.38-03 710.72 Back Up Camera Sanitation Trucks 5/31/2018 6238 100-0601-551.30-16 40.99 Storage Container Library 5/31/2018 6612 100-0801-521.19-03 43.42 Uniform Eqt Police 5/31/2018 6704 207-0707-552.24-03 470.24 Folding Seats Marina 5/31/2018 6757 100-0801-521.34-03 186.00 Training Hotel Police 5/31/2018 6836 100-0601-551.30-11 21.72 Postage Library 5/31/2018 6882 100-0801-521.29-04 630.96 LED Lights Police 5/31/2018 7012 100-0601-551.30-16 15.18 Snacks/Cups/Plates Library 5/31/2018 7031 100-0801-521.29-04 76.29 Vehicle Eqt Police 5/31/2018 7180 100-0801-521.30-11 9.81 Evidence to Crime Lab Police 5/31/2018 7490 100-0601-551.30-14 (0.40) Refund Library 5/31/2018 7892 100-0304-562.33-02 50.00 Conference Community Dev. 5/31/2018 7972 100-0702-552.34-02 70.00 Staff Training Recreation 5/31/2018 8057 100-1006-541.30-18 78.60 Camera Sanitation Trucks Page 3

Combined Page, , 19 AP Check Register Date: 5/31/2018 Check Date: 5/31/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number CARDMEMBER SERVICE 61393 5/31/2018 8073 100-0801-521.19-03 99.94 Vest Carrier Police 5/31/2018 8210 100-0801-521.34-03 126.44 Training Hotel Police 5/31/2018 8572 100-0801-521.33-03 17.92 Meeting/Interviews Police 5/31/2018 8684 100-0601-551.30-14 20.99 DVD Library 5/31/2018 9143 100-0601-551.30-16 34.72 Pizza for Storytime Library 5/31/2018 9348 100-0601-551.30-16 14.42 Snacks for Concert Library 5/31/2018 9370 100-0601-551.30-14 (6.17) Refund Library 5/31/2018 9405 100-0703-553.24-03 128.60 Soap Dispensers Parks 5/31/2018 9556 100-0601-551.30-14 (0.75) Refund Library 5/31/2018 9812 100-0601-551.30-14 94.02 DVD'S Library Total for check: 61393 7,542.47

KORTNEY DAHM 61394 5/31/2018 DAHM 100-0903-531.33-01 57.30 Travel Expense Total for check: 61394 57.30

DAN KRAMARCZYK 61395 5/31/2018 KRAMARCZYK 601-1020-543.21-02 675.00 Sump Pit Reimbursement Total for check: 61395 675.00

FOX CROSSING UTILITIES 61396 5/31/2018 127-65515 100-0703-553.22-06 27.30 Storm Water Total for check: 61396 27.30

MARY FRITZ 61397 5/31/2018 FRITZ 100-0914-531.34-01 8.09 Travel Expense Total for check: 61397 8.09

GRIESBACH READY-MIX LLC 61398 5/31/2018 4062 100-1003-541.30-18 1,190.00 Concrete Total for check: 61398 1,190.00

GUSTMAN CHEVROLET SALES INC 61399 5/31/2018 46671 731-1022-541.38-03 50.20 Handle Total for check: 61399 50.20

Page 4

Combined Page, , 20 AP Check Register Date: 5/31/2018 Check Date: 5/31/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number HARRISON UTILITIES 61400 5/31/2018 001-0220-00 100-0703-553.22-05 49.64 2170 Plank Rd Total for check: 61400 49.64

DONALD HIETPAS & SONS INC 61401 5/31/2018 HIETPAS 100-0703-553.24-05 1,907.82 Excavate Water Line Total for check: 61401 1,907.82

INTEGRATED PRINTING LABELS & PROMO 61402 5/31/2018 77502 100-0703-553.29-01 210.00 Launch Envelopes 5/31/2018 77700 100-0703-553.29-01 355.00 Printing 5/31/2018 77701 100-0703-553.29-01 89.00 Posters 5/31/2018 77718 100-0703-553.29-01 398.00 Brochures Total for check: 61402 1,052.00

KRISTINE JACOBSEN 61403 5/31/2018 JACOBSEN 100-0918-531.19-06 1,503.00 Relocation Expenses Total for check: 61403 1,503.00

JEFF NICHOLS 61404 5/31/2018 NICHOLS 100-0402-513.10-07 75.00 Board of Review Total for check: 61404 75.00

MATTHEWS TIRE & SERVICE CENTER 61405 5/31/2018 65508 731-1022-541.38-02 130.84 Tires 5/31/2018 65554 731-1022-541.38-02 55.00 Flat Free Sawtooth 5/31/2018 65556 731-1022-541.38-02 124.59 Valve Stem Total for check: 61405 310.43

MCNEILUS TRUCK & MFG COMPANY 61406 5/31/2018 3998284 731-1022-541.38-03 84.65 Exhaust Valve Total for check: 61406 84.65

MENARDS-APPLETON EAST 61407 5/31/2018 37502 100-0703-553.30-18 20.97 Studs Total for check: 61407 20.97

Page 5

Combined Page, , 21 AP Check Register Date: 5/31/2018 Check Date: 5/31/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number MENASHA JOINT SCHOOL DISTRICT 61408 5/31/2018 MAY MOBILE HOME 100-0000-412.00-00 6,006.20 May Mobile Home Total for check: 61408 6,006.20

MENASHA NEENAH MUNICIPAL COURT 61409 5/31/2018 MNMC 100-0000-201.03-00 442.00 BOND Report# 18-1496 174.00 BOND Report #18-0116 174.00 BOND Report #17-0033 Total for check: 61409 790.00

MENASHA UTILITIES 61410 5/31/2018 MU 100-0304-562.22-03 18.21 Electric 4/27/18-5/15/18 100-0305-562.22-05 12.38 Water 4/27/18-5/15/18 100-0305-562.22-06 9.90 Storm 4/27/18-5/15/18 100-0703-553.22-03 593.55 Electric 4/27/18-5/15/18 100-0703-553.22-05 1,173.32 Water 4/27/18-5/15/18 100-0703-553.22-06 486.77 Storm 4/27/18-5/15/18 100-1001-514.22-03 544.51 Electric 4/27/18-5/15/18 100-1001-514.22-05 418.60 Water 4/27/18-5/15/18 100-1008-541.22-03 193.23 Electric 4/27/18-5/15/18 100-1012-541.22-03 43.19 Electric 4/27/18-5/15/18 100-1013-541.22-03 45.65 Electric 4/27/18-5/15/18 100-1013-541.22-06 317.64 Storm 4/27/18-5/15/18 100-1014-543.22-05 12.38 Water 4/27/18-5/15/18 100-1014-543.22-06 70.13 Storm 4/27/18-5/15/18 100-1019-552.22-03 219.80 Electric 4/27/18-5/15/18 100-1019-552.22-05 173.42 Water 4/27/18-5/15/18 207-0707-552.22-03 278.28 Electric 4/27/18-5/15/18 207-0707-552.22-05 79.84 Water 4/27/18-5/15/18 207-0707-552.22-06 64.36 Storm 4/27/18-5/15/18 485-0304-562.22-06 63.53 Storm 4/27/18-5/15/18 501-0304-562.22-06 173.34 Storm 4/27/18-5/15/18 334.96 Storm 4/27/18-5/15/18 601-1020-543.22-03 128.61 Electric 4/27/18-5/15/18 625-0304-562.22-03 10.30 Electric 4/27/18-5/15/18 743-0403-513.21-04 167.75 Internet Charge 4/27/18-5/15/18 Page 6

Combined Page, , 22 AP Check Register Date: 5/31/2018 Check Date: 5/31/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number MENASHA UTILITIES 61410 5/31/2018 MU 743-0403-513.21-04 2,310.40 Dark Fiber Charge 4/27/18-5/15/18 Total for check: 61410 7,944.05

MENN LAW FIRM LTD 61411 5/31/2018 33-0013M-2 733-0206-512.21-01 798.00 Legal Fees 2/14/18-3/26/18 Total for check: 61411 798.00

MBM 61412 5/31/2018 IN289639 743-0403-513.29-01 206.86 PD Copier/Copies/Prints Total for check: 61412 206.86

NATALIE FRITZ 61413 5/31/2018 FRITZ 100-0000-201.08-00 2.73 Park Cancellation Refund 100-0000-441.23-00 54.77 Park Cancellation Refund Total for check: 61413 57.50

NEENAH FOUNDRY 61414 5/31/2018 267665 625-1010-541.30-18 1,832.50 Roll Grate Total for check: 61414 1,832.50

CITY OF NEENAH 61415 5/31/2018 FIRE/RESCUE 100-0501-522.25-01 279,941.00 Fire/Rescue Services 2018 Total for check: 61415 279,941.00

LINDA PALMBACH 61416 5/31/2018 PALMBACH 100-0903-531.33-01 24.44 Travel Expense Total for check: 61416 24.44

MEGHAN PAULY 61417 5/31/2018 PAULY 100-0903-531.33-01 17.47 Travel Expense Total for check: 61417 17.47

PHEIFER BROS CONSTRUCTION CO INC 61418 5/31/2018 PHEIFER 470-0000-201.04-00 (1,697.50) Loop The Lake Bridge Crossings

Page 7

Combined Page, , 23 AP Check Register Date: 5/31/2018 Check Date: 5/31/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number PHEIFER BROS CONSTRUCTION CO INC 61418 5/31/2018 PHEIFER 470-0703-553.82-02 32,500.74 Loop The Lake Bridge Crossings Total for check: 61418 30,803.24

RIESTERER & SCHNELL INC 61419 5/31/2018 1345575 731-1022-541.38-03 184.67 Filters/Roller/Arm Total for check: 61419 184.67

ROLYAN BUOYS 61420 5/31/2018 3664547 100-0703-553.30-18 338.00 Buoys Total for check: 61420 338.00

LIZ ROSIN 61421 5/31/2018 ROSIN 100-0903-531.33-01 29.64 Travel Expenses Total for check: 61421 29.64

PATRICIA RUDOLPH 61422 5/31/2018 RUDOLPH 100-0402-513.10-07 75.00 Board of Review Total for check: 61422 75.00

DR TERESA RUDOLPH 61423 5/31/2018 RUDOLPH 100-0903-531.21-05 175.00 City Physician Total for check: 61423 175.00

RUEKERT & MIELKE INC 61424 5/31/2018 123142 601-1020-543.21-02 172.50 Discharge Permit Prep Project 8285-10000 5/31/2018 123143 601-1020-543.21-02 460.00 Sewer User Monitoring Project 8285-10001 5/31/2018 123144 601-1020-543.21-02 554.35 Sewer Use Charge Project 8285-10002 5/31/2018 123145 601-1020-543.21-02 1,150.00 Sewer Billing Asst Project 8285-10006 5/31/2018 123146 601-1020-543.21-02 554.35 System Update Charge Project 8285-10008 Total for check: 61424 2,891.20

SAM'S CLUB/SYNCHRONY BANK 61425 5/31/2018 3410590673786 100-0704-552.32-01 165.00 Membership Total for check: 61425 165.00

Page 8

Combined Page, , 24 AP Check Register Date: 5/31/2018 Check Date: 5/31/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number DIANE SCHABACH 61426 5/31/2018 HARBORMASTER 207-0707-552.21-06 12,250.00 Harbormaster Quarterly Payment Total for check: 61426 12,250.00

THOMAS STOFFEL 61427 5/31/2018 STOFFEL 100-0402-513.10-07 75.00 2018 Board of Review Total for check: 61427 75.00

STUMPF CREATIVE LANDSCAPES 61428 5/31/2018 STUMPF 100-1003-541.30-18 424.00 Trees/Plants 470-0703-553.82-02 1,007.25 Trees/Plants Loop the Lake 470-1003-541.82-02 357.00 Trees/Plants Total for check: 61428 1,788.25

TAPCO 61429 5/31/2018 I600514 100-1008-541.30-18 420.50 Rolls of EC Film Total for check: 61429 420.50

TRUCK COUNTRY OF WISCONSIN 61430 5/31/2018 X202502009:01 731-1022-541.38-03 157.70 Coolant Tube Total for check: 61430 157.70

UNIFIRST CORPORATION 61431 5/31/2018 097 0260805 731-1022-541.20-01 162.42 Coveralls/Mats/Towels Shirts Total for check: 61431 162.42

VALLEY AQUATIC SOLUTIONS LLC 61432 5/31/2018 0068357-IN 100-0704-552.24-05 2,750.64 Pool Caulk 5/31/2018 0068359-IN 100-0704-552.24-05 112.72 Pool Caulk Total for check: 61432 2,863.36

WCA GROUP HEALTH TRUST 61433 5/31/2018 WCA HEALTH 100-0000-204.08-00 121,811.12 June 2018 Premiums Active Employees 100-0000-204.11-00 7,958.92 June 2018 Premiums Bank Sick Retirees Total for check: 61433 129,770.04

WE ENERGIES 61434 5/31/2018 0000-310-958 100-0000-123.00-00 492.08 N-M Fire

Page 9

Combined Page, , 25 AP Check Register Date: 5/31/2018 Check Date: 5/31/2018

Vendor Name Check Check Date Invoice Number Account Number Amount Description Number WE ENERGIES 61434 5/31/2018 0000-310-958 100-0601-551.22-04 1,428.90 Library 100-0703-553.22-04 203.57 Parks 100-0704-552.22-04 192.95 Pool 100-0801-521.22-04 679.54 Police 100-0920-531.22-04 116.21 Senior Center 100-1001-514.22-04 231.91 City Hall 207-0707-552.22-04 40.08 Marina 731-1022-541.22-04 2,056.77 Garage 5/31/2018 0428-970-058 100-0703-553.22-03 15.71 Electric-North St 4/4/18-5/3/18 5/31/2018 7097-295-547 100-0703-553.22-03 15.71 Electric-North St 4/4/18-5/3/18 5/31/2018 8247-844-693 100-0703-553.22-03 65.32 Electric 4/11/18-5/10/18 2170 Plank Rd 100-0703-553.22-04 25.84 2170 Plank Rd 3/12/18-4/11/18 Total for check: 61434 5,564.59

WINNEBAGO COUNTY CLERK OF COURTS 61435 5/31/2018 WINNCOCLERK 100-0000-201.03-00 150.00 BOND Report #18-1492 Total for check: 61435 150.00

WINNEBAGO COUNTY TREASURER 61436 5/31/2018 12894 100-0805-521.25-01 1,286.50 STAY Total for check: 61436 1,286.50

RAY ZIELINSKI 61437 5/31/2018 ZIELINSKI 100-0402-513.10-07 50.00 Board of Review Total for check: 61437 50.00

502,666.94

Page 10

Combined Page, , 26

City of Menasha ● Office of the City Clerk

MEMORANDUM

Date: May 31, 2018 To: Common Council From: Debbie Galeazzi, Clerk Subject: Liquor License Applications, July 1, 2018-June 30, 2019

The following is a list of renewal applications to deal in intoxicating liquor and/or fermented malt beverages for the July 1, 2018-June 30, 2019 licensing period that have been filed in the Clerk’s office.

“CLASS A” LIQUOR AND MALT Dolgencorp LLC, d/b/a Dollar General Store #13175, 1135 Appleton Road, Menasha; Anthony Hawks/Agent

Doris A. Szymanski, d/b/a Club Liquor, 234 Main Street, Menasha

Fishtail LLC, d/b/a Menasha Marathon, 209 Racine Street, Menasha; Buddi Sagar Subedi/Agent

FKG Oil Company, d/b/a Menasha MotoMart, 700 3rd Street, Menasha; Michael Vandenberg/Agent

Kwik Trip, Inc., d/b/a Kwik Trip #297, 1499 Appleton Road, Menasha; Tera Michelle Girdauskas/Agent

Kwik Trip, Inc., d/b/a Kwik Trip #743, 1870 USH 10/114, Menasha; Lori Ann Duj/Agent

Piggly Wiggly Midwest Inc., d/b/a Piggly Wiggly Supermarket #24,1151 Midway Rd, Menasha; Glen L. Femal/Agent

Quik Mart Menasha Inc., d/b/a Quik Mart, 1515 Appleton Road, Menasha; Satnam Gill/Agent

Shopko Stores Operating Co., LLC, d/b/a Shopko #33, 1578 Appleton Road, Menasha; Chris Luedeke/Agent

Skogen’s Foodliner Inc., d/b/a Festival Foods, 1355 Oneida Street, Menasha; Andrew Joseph Brehmer/Agent

Stop N Go LLC, d/b/a Stop N Go, 1200 Plank Road, Menasha; Kamaljil Gill/Agent

Van Zeeland Oil Co Inc., d/b/a Midway Marathon, 1492 Appleton Road, Menasha; Ryan Van Zeeland/Agent

Walgreen Co., d/b/a Walgreens #03851, 305 Racine Street, Menasha; Melissa M. Drawenek/Agent

Wisconsin CVS Pharmacy LLC, d/b/a CVS Pharmacy #5186, 1485 S. Oneida Street, Appleton; Amy Lynn Sanger/Agent

CLASS “B” MALT St. Patrick’s Parish, 324 Nicolet Boulevard, Menasha, WI; Denise Gottschalk/Agent

100 Main Street, Suite 100 ● Menasha, Wisconsin 54952-3151 ● Phone (920) 967-3603 ● Fax (920) 967-5273 www.cityofmenasha-wi.gov “CLASS B” LIQUOR AND MALT Benchwarmers Inc., d/b/a Redliner Bar, 977 Plank Road, Menasha; Ken Zastrow/Agent

Butch & Butch Enterprise LLC, d/b/a Stone Toad Bar & Grill, 1109 S. Oneida Street, Menasha; Mark M. Dix/Agent

David A. Seidl, d/b/a City Limits, 544 Fourth Street, Menasha

Emprize Brewing, LLC, d/b/a Emprize Brew Mill/The Attic, 198-200 Main Street, Menasha; Craig Zoltowski/Agent

M & M Roadtrip Ventures Inc., d/b/a The Old Grog, 546 Broad Street, Menasha; Mary A. John/Agent

Neenah-Menasha K of C Building Association, d/b/a Knights of Columbus, 746 Third Street, Menasha; Mike Goble/Agent

Patrick Lee Dufrane, d/b/a The WeatherVane Restaurant, 184-190 Main Street, Menasha.

Peter J. Kemps, d/b/a Jitters Lounge, 23 Main Street, Menasha

Plank Pub LLC, d/b/a Plank Road Pub, 800 Plank Road, Menasha, Kimberly A. Halbach/Agent

Ramsey & Ramsey Inc., d/b/a R & R Bar, 2 Tayco Street Menasha; Mary A. Saunders/Agent

Rebecca Mader, d/b/a Your Daily Grind, 204 Main Street, Menasha

S & S Jaber LLC, d/b/a Luigi’s Pizza & Pasta, 332 Ahnaip Street, Menasha; Gianna Jaber/Agent

Solea Mexican Grill LLC, d/b/a Solea Mexican Grill, 705 Appleton Road, Menasha; Eduardo Sanchez/Agent

Steven Craig Szymanski, d/b/a Club Tavern, 56 Racine Street, Menasha

Tayco Tap LLC, d/b/a Tayco Tap, 10 Tayco Street, Menasha, Tony Eikland/Agent

Thomas John Siegel, d/b/a Tony’s Bar, 212 Manitowoc Street, Menasha

Viand Hospitality LLC, d/b/a Parker John’s BBQ & Pizza, 124 Main Street, Menasha; Aaron M. Sloma/Agent

Wilzke’s Pub, LLC, d/b/a Wilzke’s Pub, 528 Milwaukee Street, Menasha; Barbara Wilson/Agent

Wiseguys Pizzeria LLC, d/b/a Wiseguys Pizzeria & Pub, 1440 S. Oneida Street, Appleton; Brenda J. Jorgensen/Agent

RESERVE “CLASS B” LIQUOR AND MALT Alchemy-Fox Cities LLC, d/b/a The Source Public House, 890 Lake Park Road; Dennis Long/Agent

Chicken Palace of Menasha Inc., d/b/a Chicken Palace of Menasha, 1550 Appleton Road, Menasha; Carlos Ayala/Agent

Margaritaville Lounge LLC, d/b/a Hammerheads, 6 Tayco Street, Menasha; Mark Riker/Agent

Neenah-Menasha Elks Lodge #676, d/b/a Neenah-Menasha Elks Club #676 of B.P.O.E., 328 Nicolet Blvd, Menasha; Ernie G. Bellin/Agent

The Police Dept. has done a background check on all of the above mentioned applicants and has no reason to withhold any license based on their findings. All necessary inspections by the Fire Dept., Health Dept., and Building Inspectors have been completed and all the above listed properties are compliant. Finance Dept. and Menasha Utilities report that all financial claims of the city have been satisfied for the above mentioned applicants.

Staff recommends these applications be approved for the 2018-2019 licensing year.

City of Menasha ● Office of the City Clerk

MEMORANDUM

Date: May 31, 2018 To: Common Council From: Debbie Galeazzi, Clerk Subject: Outdoor Alcoholic Beverage Permit, July 1, 2018-June 30, 2019

In accordance with Section 7-2-17 of City of Menasha Municipal Code, the following have submitted an application for extension of “Class B” license for the July 1, 2018-June 30, 2019 licensing period requesting outdoor serving of alcoholic beverage on a deck/patio.

1) Butch & Butch Enterprise, LLC, 1109 Oneida Street, Mark M. Dix/Agent, d/b/a Stone Toad Bar & Grill 2) Wiseguys Pizzeria LLC, 1440 S. Oneida Street, Brenda Jorgensen/Agent, d/b/a Wiseguys Pizzeria & Pub 3) Benchwarmers Inc., 977 Plank Road, Ken Zastrow/Agent, d/b/a Redliner Bar 4) Peter Kemps, 23 Main Street, d/b/a Jitters Lounge 5) Plank Pub LLC, 800 Plank Road, Kimberly Halbach/Agent, d/b/a Plank Road Pub 6) Alcheym-Fox Cities LLC, 890 Lake Park Road, Dennis Long/Agent, d/b/a The Source Public House 7) Viand Hospitality LLC, 124 Main Street, Aaron Sloma/Agent, d/b/a Parker John’s BBQ & Pizza

Staff recommends these applications be approved for the 2018-2019 licensing year.

100 Main Street, Suite 200 ● Menasha, Wisconsin 54952-3151 ● Phone (920) 967-3603 ● Fax (920) 967-5273 www.cityofmenasha-wi.gov

City of Menasha ● Office of the City Clerk

MEMORANDUM

Date: May 31, 2018 To: Common Council From: Debbie Galeazzi, Clerk Subject: Outdoor Street Serve Permit – Your Daily Grind, 204 Main Street

In accordance with Section 7-8-2 of City of Menasha Municipal Code, Rebecca Mader from Your Daily Grind, 204 Main Street, has submitted an application to serve food and alcoholic beverages on public right-of-way. The public area is described as the sidewalk in front of 204 Main Street and the public walk way on the east side of the building. The permit expires on November 30, 2018.

All required documentation has been received. They have stated there are no changes to the placement of furnishings from last year.

100 Main Street, Suite 200 ● Menasha, Wisconsin 54952-3151 ● Phone (920) 967-3603 ● Fax (920) 967-5273 www.cityofmenasha-wi.gov

RESOLUTION R-16-18

INTERGOVERNMENTAL AGREEMENT TO SATISFY ELIGIBILITY FOR RECYCLING CONSOLIDATION GRANT FOR CALENDAR YEAR 2019

Introduced by Alderman Langdon

This agreement is made by and between the Cities of Menasha and Omro, the Villages of Winneconne, and Fox Crossing, and Towns of Algoma, Black Wolf, Clayton, Neenah, Nekimi, Omro, Vinland, Winneconne, Winchester and Wolf River, each of which is a municipal corporation, and each of which is a Responsible Unit as defined in Section 287.01(9) of the Wisconsin Statutes, (collectively referred to as the “Responsible Units” or “RUs”) for purposes of implementing efficiencies related to operating an effective recycling program in accordance with ss. 287.11 and 287.24, Wis. Stats., and ch. NR 542, Wis. Admin. Code. This agreement is intended to qualify for the 2019 Wisconsin Recycling Consolidation Grant.

WHEREAS the RUs believe that, by working together in this cooperative agreement, they can more effectively and efficiently provide for the recycling education needs of their citizens, and

WHEREAS the RUs desire to collaborate in an effort to educate about recycling; and

WHEREAS the RUs recognize the importance of educating residents about recycling and their RU responsibility to do so; and

WHEREAS Winnebago County works cooperatively with Brown and Outagamie Counties on its single stream recycling program, including education, and collaborated to produce the 2018 Northeast Wisconsin Recycling Guide; and

WHEREAS the Northeast Wisconsin Recycling Guide strives to provide comprehensive information on recycling dos and don’ts, 10 steps to recovering recycling, recycling plastic bags, electronics recycling, composting, medication disposal, household hazardous waste management and specific disposal outlets in Winnebago County for sharps, used oil, yard waste and electronics; and

WHEREAS Section 66.0301(2) of the Wisconsin Statutes authorizes cooperation between municipalities and allows municipalities to contract with each other for the receipt or furnishing of services or the joint exercise of any power or duty required or authorized by law; and

WHEREAS each participating RU will maintain a copy of the other above listed RUs cooperative agreements on file, given that not all cooperating RUs will be able to sign a single document,

IT IS THEREFORE AGREED THAT the above listed RUs have and will, distribute and make available to its residents the 2018 Northeast Wisconsin Recycling Guide, recognizing additional and consistent education will reduce contamination and improve recycling, enabling the processing and marketing of these recyclables in the most efficient, cost effective manner possible.

Passed and approved this ____ day of ______, 2018.

______Donald Merkes, Mayor Recommended by: ATTEST: ______

______Motion/Second: Deborah A. Galeazzi, City Clerk ______

Vote: ______

Pass/Fail: ______Requires: __Majority Vote __ 2/3 Vote