Regular Council

AGENDA Regular Council Meeting 6:00 PM - Monday, August 21, 2023 Village Council Room Page CALL TO ORDER PLEDGE OF ALLEGIANCE ROLL CALL I. APPROVAL OF THE AGENDA a. II. CONSENT AGENDA All items listed with an asterisk (*) are considered to be routine by the Village Council and shall be enacted by one motion. There will be no separate discussion of these items unless a trustee or citizen requests to do so, in which event the item shall be removed from the General Order of Business and considered in its normal sequence on the agenda. a. III. *ADOPTION OF MINUTES 4-7 a. *Monday, August 7, 2023 Regular Council Minutes 08.07.2023 Regular Council Meeting Minutes - UA Page 1 of 66  IV. PUBLIC COMMENT V. UNFINISHED BUSINESS a. 310 Floyd VI. NEW BUSINESS 8 a. Flies & Vandenbrink Invoice No. 66602 Invoice #66602 9 - 63 b. Dixon Engineering Maintenance Inspection Report Dixon Engineering Water Tower Maintenance Inspection - 2023 c. Positive Pay for General Bank Account VII. ADMINISTRATIVE REPORT VIII. TREASURER REPORT 64 a. Treasurer's Report as of August 17th 08.2023 Treasurer's Report (08.17.2023) 65 b. Bank and Fund Report as of July 31st 07.31.2023 Bank & Fund Report IX. ZONING REPORT X. COMMITTEE REPORT a. Finance b. Parks & Rec 66 c. DPW 08.17.2023 Minutes d. Personnel XI. PRESIDENT DISCUSSION Page 2 of 66 XII. ADDITIONAL REMARKS XIII. EXTENDED PUBLIC COMMENT XIV. ADJOURNMENT NEXT REGULAR COUNCIL MEETING ON TUESDAY, SEPTEMBER 5, 2023 AT 6:00PM Page 3 of 66  MINUTES Regular Council Meeting 6:00 PM - Monday, August 7, 2023 Village Council Room The Regular Council of the Village of Farwell was called to order on Monday, August 7, 2023, at 6:00 PM in the Village Council Room, with the following members present: PRESENT: President Tracey Jackson, Trustee Gina Hamilton, Trustee Victoria Williams, Trustee Shawn Burger, and Tonya Roe EXCUSED: Trustee Amanda Pfruender and Trustee Jeff Linton I. PUBLIC HEARING a. The Public Hearing for Ordinance No. 2023-03 "An Ordinance to Provide for Hazardous Material Spill Cost Recovery" was opened at 6:00pm. Trustee Gina Hamilton made a motion to close the public hearing and open the regular meeting Trustee Victoria Williams seconded the motion. Motion Carried II. APPROVAL OF THE AGENDA a. Trustee Gina Hamilton made a motion to approve the agenda with the following addition: Under New Business, item e. "John Deere Tractor Payoff" Trustee Victoria Williams seconded the motion. Motion Carried III. CONSENT AGENDA All items listed with an asterisk (*) are considered to be routine by the Village Council and shall be enacted by one motion. There will be no separate discussion of these items unless a trustee or citizen requests to do so, in which event the item shall be removed from the General Order of Business and considered in its normal sequence on the agenda. a. Trustee Victoria Williams made a motion to approve the consent agenda for the adoption of the Monday, July 17, 2023 Regular Council Meeting Minutes Trustee Gina Hamilton seconded the motion. Motion Carried Trustee Gina Hamilton made a motion to approve the consent agenda for the adoption of the Tuesday, August 1, 2023 Special Council Meeting Minutes Tonya Roe seconded the motion. Motion Carried IV. *ADOPTION OF MINUTES a. *Monday, July 17, 2023 Regular Council Meeting Minutes Page Page41ofof66 4  b. *Tuesday, August 1, 2023 Special Council Meeting Minutes V. APPROVAL OF PAYMENT OF BILLS AND PAYROLL FOR JULY 2023 IN THE AMOUNT OF $141,979.44 a. Trustee Gina Hamilton made a motion to approve the payment of bills and payroll for July 2023 in the amount of $141,979.44 Tonya Roe seconded the motion. Roll Call. Yeas: Trustee Gina Hamilton, Trustee Tonya Roe, Trustee Victoria Williams, Trustee Shawn Burger, and President Tracey Jackson. Nays: None. Absent: Trustee Amanda Pfruender and Trustee Jeff Linton. Motion Carried. VI. PUBLIC COMMENT a. Public comment was received in regard to irrigation meters. VII. UNFINISHED BUSINESS a. Ordinance No. 2023-03 "An Ordinance to Provide for Hazardous Material Spill Cost Recovery" was reviewed. Trustee Shawn Burger made a motion to adopt Ordinance No. 2023-03 "An Ordinance to Provide for Hazardous Material Spill Cost Recovery" Trustee Gina Hamilton seconded the motion. Roll Call. Yeas: Trustee Shawn Burger, Trustee Gina Hamilton, Trustee Victoria Williams, Trustee Tonya Roe, and President Tracey Jackson. Nays: None. Absent: Trustee Amanda Pfruender and Trustee Jeff Linton. Motion Carried. b. Three quotes for a shed to be placed behind the Farmer's Market were reviewed. Trustee Shawn Burger made a motion to approve the purchase of a 16x24 lofted storage shed from Mid Michigan Barns in the amount of $11,841.26 less tax Trustee Victoria Williams seconded the motion. Roll Call. Yeas: Trustee Shawn Burger, Trustee Victoria Williams, Trustee Gina Hamilton, Trustee Tony Roe, and President Tracey Jackson. Nays: None. Absent: Trustee Amanda Pfruender and Trustee Jeff Linton. Motion Carried. VIII. NEW BUSINESS a. Yard sale permit(s) were discussed for the Farwell Fairgrounds. It was the consensus to allow for a blanket permit for their flea market. b. President Tracey removed Tonya Roe from the Finance Committee, and to allow for the Committee to be made up of Trustee Victoria Williams and Trustee Gina Hamilton. c. An upcoming training on Wednesday, August 30th, for Lisa and Adrian was reviewed. d. Renting a dozer for site prep at the Lagoon property for the Mill Pond spoils was reviewed. Page Page52ofof66 4  Trustee Gina Hamilton made a motion to approve the rental of a D5 Dozer from Macallister Machinery, in an amount not to exceed $2,005.00 Tonya Roe seconded the motion. Motion Carried. e. The Consumer's Energy Prosperity Award Grant was discussed. The grant is for $250,000.00 with a zero percent match, and would be utilized to make the Ball Field buildings, parking, etc. more accessible and ADA compliant. Sarah Adkins will be assisting Adrian in preparing the grant. f. Council reviewed paying off the John Deere Tractor. Trustee Gina Hamilton made a motion to pay off the lease through John Deere Financial, for the John Deere Tractor and attachments, in the amount of $14,370.88 Tonya Roe seconded the motion. Roll Call. Yeas: Trustee Gina Hamilton, Trustee Victoria Williams, Trustee Shawn Burger, Trustee Tonya Roe, and President Tracey Jackson. Nays: None. Absent: Trustee Amanda Pfruender and Trustee Jeff Linton. Motion Carried. IX. ADMINISTRATIVE REPORT a. Adrian provided some updates to the Council including an update on the audit, updates about Surrey and Old State Roads, an update on the USDA/Sewer Project, the MiWorks program, new poles on the pavilion, a resident issue with a meter reading, and that the final restitution payment for the bathroom vandalism was received. X. ZONING REPORT a. Adrian provided a Zoning update to Council. XI. COMMITTEE REPORT a. Finance b. Parks & Rec c. DPW Upcoming Meeting on Thursday, August 17th. Jason informed the Council of Rylee's last day before College starts (August 17th). Jason provided some updates on the new waste pickup. There was also discussion on the sidewalk project. Lapham's is working on the survey drawing which will then be turned over to the design company. d. Personnel XII. MILL POND PROJECT a. President Tracey Jackson discussed the project with Council. XIII. PRESIDENT DISCUSSION XIV. ADDITIONAL REMARKS a. Page Page63ofof66 4  There was inquiries about revisiting the possibility of paving the alleyway between Corning and Hall St. This will be placed on the DPW Agenda on the 17th and on the Council Agenda on the 21st. XV. EXTENDED PUBLIC COMMENT a. No public comment was received at this time. XVI. ADJOURNMENT a. Trustee Gina Hamilton made a motion to adjourn the meeting at 7:15pm Trustee Victoria Williams seconded the motion. Motion Carried. NEXT REGULAR COUNCIL MEETING ON MONDAY, AUGUST 17, 2023 Clerk/Treasurer President Page Page74ofof66 4  FLElS&VANDENBRlNK Fleis & VandenBrink B03 B49‘!STREET, FIRST FLOOR, TRAVERSE C!TY, Mi 49684 2960 Lucerne Dr SE OFMCE: 231.932.8800 5 FAX: 231.932.8700 Grand Rapids, Mi 49546 Invoice Village of FanNe|l 109 South Hall Street July 25, 2023 PO 3°‘ 374 Project No: 846541 Fa""’e"-M‘ 48522 Invoice No: 66602 Project 846541 - Farwell Sewer Improvements - Civil adrian@vi|lageoffanive|l.org For professional services rendered for the period May 28, 2023 to July 1, 2023 Amount Previous Current Billing Phase Fee Billing Billing Billing Basic Services 274,000.00 169,286.56 158,352.31 10,934.25 Construction RPR 87,000.00 0.00 0.00 0.00 Additional Services 55,000.00 14,424.38 14,424.38 0.00 Total Fee 416,000.00 183,710.94 172,776.69 10,934.25 Total Fee 10,934.25 Total this Invoice $10,934.25 Thank you for your business, it is sincerely appreciated. If there are any questions regarding this invoice or the services provided, please contact us at AR@fveng.com. Terms: Net 15 days Page 8 of 66  Phone (800) 327-1578 Fax (616) 374-7116 http://www.dixonengineering.net dixon@dixonengineering.net Page 9 of 66 CONCLUSIONS: 1. The exterior coating is an acrylic overcoat system. The coating is in good condition overall. Coating deterioration includes spot failures to the substrate and rust bleedthrough. There are several coating failures on the basebell, riser, and roof. 2. The dry interior coating is an epoxy and vinyl system. The coating is in fair condition overall. Coating deterioration includes spot failures to the substrate, topcoat delamination and rust bleedthrough. Most of the failures are on the topside of the platforms, riser, baseplate, transition cone, and access tube. 3. The wet interior coating is an epoxy system. The coating is in fair condition overall. Below the high-water level coating deterioration includes spot failures to the substrate, topcoat delamination, and rust bleedthrough on the transition cone, access tube, and sidewall. Above the high-water level coating is deteriorating at the open lap seams. RECOMMENDATIONS (GENERAL): Annually inspect the roof vent, hatches, and any other health or security items on the structure. The work could be performed by in-house personnel or contracted as part of a regular maintenance program. Schedule regular cleanings and inspections of the tank by an independent third party once every five years as recommended by AWWA. RECOMMENDATIONS (IMMEDIATE WORK TO MEET EGLE REQUIREMENTS): EGLE may allow some of the required changes to be delayed until the next paint project. These items are listed as immediate work since they are currently out of compliance. 1. Modify the overflow pipe discharge so it points downward to bring it into compliance with current EGLE requirements. Reinstall a flap gate at the discharge. The estimated cost is $5,000. 2. Replace the screen at the overflow pipe discharge to meet current EGLE requirements for screen size. This would be a temporary repair until the overflow discharge can be modified to fully meet EGLE requirements. The work could be performed by in-house personnel. 3. Install a gasket on the wet interior roof hatch to meet current EGLE requirements. The cost would be incidental to the next painting project or could be performed by in-house personnel. 1 Page 10 of 66 RECOMMENDATIONS (WITH THE NEXT PAINT PROJECT): Complete the recommended work in one to two years. The repairs and upgrades should be completed during the next major tank rehabilitation project when coating repairs are made. 1. Abrasive blast clean the entire wet interior and repaint with an epoxy system. The estimated cost is $110,000. 2. Caulk the roof lap seams after the wet interior is repainted. The estimated cost is $3,000. 3. Spot abrasive blast clean the topside of the platforms, the entire transition cone and the bottom half of the access tube and other spot coating failures in the dry interior. Spot repaint all prepared surfaces with an epoxy coating system. The estimated cost is $25,000. 4. Continue to maintain the cathodic protection system. The cost would be dependent on your contract with your cathodic vendor. 5. Install additional rigging couplings on the roof for temporary fall prevention of workers in the wet interior. The cost would be incidental to the next painting project. 6. Remove the outer roof painter’s railing and install supports at the inner painter’s railing butt joints that are not currently located at supports. The estimated cost is $5,000. 7. Replace the damaged aviation lights. The estimated cost is $6,000. 8. Request that the antenna owners return to correct deficiencies in cable routing. The cable routing interferes with climbing in the access tube. 9. Install a hinged cover over the ladder opening at the top platform. The estimated cost is $4,000. 10. Install a ladder extension at the condensate platform. The estimated cost is $3,000. 11. Install handholds at the access tube roof hatch and above the painter’s (bird) hatch. The handhold would assist the climber while entering and exiting the openings. The cost would be incidental to the next painting project. 12. Install a rigging lug on the transition cone above the top platform opening. The cost would be incidental to the next painting project. 13. Install a fall prevention device on the dry interior basebell ladder. The estimated cost is $3,000. 14. Install a mechanical mixer in the wet interior. The estimated cost is $20,000. 2 Page 11 of 66 15. The expansion joint on the fill/draw pipe in the pit was covered with insulation and was not visible for inspection. The type of joint should be verified. If it is determined to be a glandular expansion joint, then replace it with a bellows type joint. The estimated cost is $15,000. 16. Replace the condensate platform drain line. The estimated cost is $3,000. 3 Page 12 of 66  A DISCUSSION ON RESCUE AND RETRIEVAL OPERATIONS FROM ELEVATED STORAGE TANKS Working on elevated water storage tanks is inherently dangerous. OSHA regulations give guidelines for climbing on elevated structures. Contractors and Engineers/Consultants are responsible for their own employees, but even with safety training and proper equipment, accidents can occur. Most rescue squads are local or neighboring fire departments, with some departments having more experience than others. Water storage tanks are designed to store water and are not suited for rescue or retrieval convenience. We recommend that you meet with your local rescue personnel and draft a rescue plan. A copy of the plan should be kept at the tank and with the rescue crew. OSHA does not require 30 inch manways or hatches, but for rescue purposes 30 inch openings would allow enough room for a rescue basket with an injured person on it to pass through. Smaller openings may not be sufficient for retrieval. Rescue personnel would gain access to the injured person using the existing ladders while attached to fall prevention devices. If possible, the basket would be lowered through the riser and out the opening in the bottom. If needed, the rescue crew would work from the roof inside a handrail. A tripod would be used to attach a winch to the basket. If the basket cannot fit through the riser, then it would need to be raised to the roof. From the roof it is possible to lower the basket over the side to ground level, but that would require a very large winch and increased loading on the attachment point. On a rainy, windy, or snowy day, the objective would be to get rescue personnel off the roof as soon as possible, so lowering through the dry interior is preferred. A helicopter rescue would need to be performed if it is not possible to lower the rescue basket down the dry interior. Upgrades intended to make a rescue easier are included in this report. Dixon recommends 30 inch manways or hatches where possible, and fall prevention devices on all ladders. 4 Page 13 of 66 COST SUMMARY: Wet interior repaint $110,000 Caulk roof lap seams 3,000 Dry interior partial repaint 25,000 Roof painter’s railings 5,000 Aviation lights 6,000 Overflow pipe discharge modification 5,000 Top platform opening cover 4,000 Ladder extension at the condensate platform 3,000 Fall prevention device 3,000 Mixer 20,000 Expansion joint 15,000 Condensate drain line 3,000 Sub Total $202,000 Engineering and Contingencies $51,000 Total $253,000 5 Page 14 of 66 INSPECTION: On June 14, 2023, Dixon Engineering Inc. performed a maintenance inspection on the 150,000 gallon spheroid elevated water storage tank owned by the Village of Farwell, Michigan. Purposes of the inspection were to evaluate the interior and exterior coating’s performance and life expectancy, assess the condition of metal surfaces and appurtenances, review safety and health aspects, and make budgetary recommendations for continued maintenance of the tank. The inspection was performed from existing ladders and platforms with no special rigging and no disassembly of any items was conducted by the inspector. All recommendations with budgeting estimates for repairs are incorporated in this report. The inspection was performed by Ryan Szczepaniak, Engineering Technician. The inspector was assisted by Jake Kramer, ROV Operator. The wet interior inspection was completed with a remotely operated vehicle (ROV). Video of the inspection and still photos are included with this report. No cleaning was performed in the wet interior during the ROV inspection. GENERAL INFORMATION: The tank was built in 1979 by Universal Tank & Iron Works with a height to low-water level of 138 feet. CONDITIONS AND RECOMMENDATIONS: EXTERIOR COATING CONDITIONS: Information on file with DIXON indicates that the exterior was last painted in 2015. The exterior was pressure washed and spot power tool cleaned to a SSPC-SP11 condition. The coating applied was an acrylic system. The basebell coating is in good condition with a few failures. Primary method of deterioration is spot failures to the substrate. The riser coating is in good condition with a few failures. Primary method of deterioration is spot failures to the substrate. The bowl coating is in good condition with no failures. The sidewall coating is in good condition with no failures. There is lettering stating: “FARWELL” on the sidewall in two locations and “Eagles” in two locations. 6 Page 15 of 66  The roof coating is in fair condition with several failures. Primary methods of deterioration are spot failures to the substrate and rust bleedthrough. EXTERIOR COATING RECOMMENDATIONS: Budget for total exterior coating removal and repainting when aesthetics dictates. Fading will continue and more coating failures will occur decreasing the tank’s aesthetic appearance. Total removal is recommended because the coating has been overcoated multiple times and cannot support additional coats. The estimated cost is $180,000 plus $100,000 for containment. DRY INTERIOR COATING CONDITIONS: The dry interior on this structure is defined as the non-water contact surfaces consisting of the basebell, riser, transition cone, and access tube. Information on file with DIXON indicated the dry interior was last painted in 2003. The dry interior was spot abrasive blast cleaned to a SSPC-SP6 commercial condition. The coating applied was an epoxy system. The basebell coating is in good condition with only a few failures. Primary methods of deterioration are spot failures to the substrate and delaminated topcoat. Most of the failures are on or near the baseplate. The riser coating is in fair condition with numerous failures. Primary method of deterioration is spot failures to the substrate. The coating on the topside of the platforms is in fair condition with only a few failures. Primary method of deterioration is rust bleedthrough. The transition cone coating is in poor condition with numerous failures. Primary method of deterioration is rust bleedthrough. The access tube coating is in poor condition with numerous failures. Primary method of deterioration is rust bleedthrough. Most of the failures are on the lower half of the access tube. DRY INTERIOR COATING RECOMMENDATIONS: Spot abrasive blast clean the dry interior to a commercial (SSPC-SP6) condition including the topside of the platforms, the bottom half of the access tube, and other areas of failed coating. The prepared surfaces would be coated with an epoxy system. The work should be performed with the wet interior painting project. The estimated cost is $25,000. 7 Page 16 of 66 WET INTERIOR COATING CONDITIONS: Information on file with DIXON indicated the wet interior was last painted in 1991. The wet interior was abrasive blast cleaned to a SSPC-SP10 near-white condition. The coating applied was an epoxy system. The roof coating is in fair condition with several failures. Primary method of deterioration is spot failures to the substrate. There are minor coating failures on the roof panels but most of deterioration is along the open lap seams. The roof contains open lap seams that have started to corrode and there is rust streaking. Corrosion is typical for a roof where the lap seams are open and not seal welded. The presence of corrosion in the lap seams is not a concern but should be monitored during future inspections for additional corrosion growth. The sidewall coating is in fair condition with several failures. Primary methods of deterioration are spot failures to the substrate, and delaminated topcoat. There is significant coating damage at the high-water level which would be the area most affected by ice movement. The access tube coating is in fair condition with several failures. Primary methods of deterioration are spot failures to the substrate and rust bleedthrough. There is significant damage at the high-water level. Most of the coating failures are on the stiffeners. The coating on the transition cone is in good condition with only a few failures. Primary method of deterioration is delaminated topcoat. The transition cone was partially covered with approximately one inches of sediment that limited the amount of surface visible with the ROV. The surfaces below the normal operating water level are covered with mineral staining which does not affect the integrity of the coating system. WET INTERIOR COATING RECOMMENDATIONS: Budget to repaint the wet interior in one to two years. Abrasive blast clean the entire wet interior to a near-white metal (SSPC-SP10) condition. Wet interior coating systems must be approved for potable water storage tanks contingent upon meeting requirements of NSF/ANSI 61. Apply a three-coat epoxy system to the prepared surfaces. Epoxy coating systems are recommended in most applications because they have good adhesion and abrasion resistant qualities. The estimated cost is $110,000. Caulk the roof lap seams after the wet interior is repainted. The caulk will fill the open seams and help prevent corrosion. The estimated cost is $3,000. 8 Page 17 of 66 CATHODIC PROTECTION CONDITIONS: The tank has a suspended impressed current cathodic protection system. Surfaces below the high-water level are protected by the submerged system that is suspended from arms attached to the access tube. The supporting ropes, arms, and anode wires appear to be in good condition with no visible damage. CATHODIC PROTECTION RECOMMENDATIONS: Continue to maintain the cathodic protection system. The cost would be dependent on your contract with your cathodic vendor. PIT PIPING CONDITIONS: There is a pit in the basebell that contains piping. The pit has a wooden cover that is in good condition. The piping is in good condition. The coating on the piping is in good condition. FOUNDATION AND ANCHOR BOLT CONDITIONS: The exposed concrete foundation is in good condition. There is no significant deterioration. The exposed foundation is coated. The coating is in fair condition with some erosion delamination. There are anchor bolts evenly spaced on the baseplate around the basebell. The anchor bolts are in good condition with no deterioration. GROUT CONDITIONS: The grout between the steel baseplate and the concrete foundation is in good condition with none damaged or missing. ROOF HANDRAIL, PAINTER’S RAILING, AND ROOF RIGGING CONDITIONS: There is a handrail on the roof surrounding the roof hatches and the vent. The handrail is in good condition. The handrail is being used for antenna mounting. There are two painter’s railings that surround the roof handrail. The painter’s railings are in good condition. During construction the painter’s railing was butt welded to create the full ring, however three of the butt welds are not located at a support. This creates a possible weak point if the weld was not a full penetrating weld. There are not enough roof rigging couplings for fall prevention and staging lines during wet interior coating work. 9 Page 18 of 66 ROOF HANDRAIL, PAINTER’S RAILING, AND ROOF RIGGING RECOMMENDATIONS: Remove the outer roof painter’s railing and install supports at the inner painter’s railing butt joints that are not currently located at supports. The estimated cost is $5,000. Install additional rigging couplings on the roof under the new painter’s railing for fall prevention of workers in the wet interior. The couplings would allow a contractor working in the wet interior to be tied off to a fall prevention device at all times. The cost would be incidental to the next painting project. LIGHTING/ELECTRIC COMPONENTS CONDITIONS: The tank has a double aviation light on the roof that appears to be in fair condition. There is a photocell that will switch the lights on when it is dark outside. It could not be determined if the lights are operational. The photocell was covered by the inspector, but the light did not turn on. Sometimes the photocell will not switch the light on until it has been dark for several minutes. The aviation light has damaged globes. One of the globes in clear and one is red. There are light fixtures located in the dry interior. None of the lights are missing globes or cages. LIGHTING/ELECTRIC COMPONENT RECOMMENDATIONS: Replace the damaged aviation lights with new double red lights if they are required by the FAA. We assume that if lights are on the tank, then they are required. The FAA can be petitioned to verify if the lights are required. The estimated cost for replacement is $6,000. ANTENNA CONDITIONS: There are 16 roof antennas and miscellaneous antenna equipment attached to the handrail. Cable routing interferes with climbing. Cable routing violates OSHA climbing standards for backside climbing clearance on the access tube ladders. The cable penetrations through the basebell and access tube cover plate on the roof are sealed with rubber boots and spray foam insulation. ANTENNA RECOMMENDATIONS: Request that the antenna owners return to correct deficiencies in cable routing. The cable routing interferes with climbing in the access tube. OVERFLOW PIPE CONDITIONS: The overflow pipe extends along the access tube in the dry interior down through the dry riser and exits near the bottom of the basebell. The overflow pipe discharge is horizontal. 10 Page 19 of 66  The end of the pipe is equipped with a screened flap gate that is in good condition. The screen is in good condition but is oversized. The pipe discharges to a concrete splash pad. The air gap meets the required 12 to 24 inches. The discharge area is in good condition. OVERFLOW PIPE RECOMMENDATIONS: Modify the overflow pipe discharge so it points downward to bring it into compliance with current EGLE requirements. Reinstall a flap gate at the discharge. The estimated cost is $5,000. Immediately replace the screen at the overflow pipe discharge to meet current EGLE requirements for screen size. This would be a temporary repair until the overflow discharge can be modified to fully meet EGLE requirements. The work could be performed by in-house personnel. HATCH AND MANWAY CONDITIONS: There is a 30 inch diameter roof hatch to the wet interior that is in good condition. The hinged cover is in good condition. There is a handhold next to the hatch to aid the climber while entering and exiting the opening. The hatch was secured with a wire. The hatch neck curb height meets the minimum height requirement of 4 inches. The hatch cover lip meets the minimum height requirement of 2 inches. There was no gasket on the hatch. Dixon attempted to install a gasket, but the cover would not close with the gasket installed. There is a 24 inch diameter roof hatch into the dry interior that is in good condition. The hinged cover is in good condition. There is no handhold next to the hatch to aid the climber while entering and exiting the opening. There is a 18 x 24 inch elliptical manway in the transition cone to the wet interior that is in good condition. The manway gasket showed no signs of leakage and the bolts are in good condition. There is a ladder to the manway that is in good condition. The ladder is not equipped with a fall prevention device. There is a service door in the basebell that is in good condition. The door operated properly during the inspection. There is a painter’s hatch (bird hatch) at the top of the riser that is in good condition. There is no handhold above the hatch. The condensate platform ladder opening is 24 inch diameter. The opening is equipped with a hinged cover. There is no ladder extension at the platform. The top platform ladder opening is 24 x 30 inch rectangular shaped. The opening is not equipped with a hinged cover. There is a handhold next to the opening. 11 Page 20 of 66  There is not a rigging attachment point on the transition cone for rescue retrieval line attachment. HATCH AND MANWAY RECOMMENDATIONS: Install a gasket on the wet interior roof hatch to meet current EGLE requirements. The cost would be incidental to the next painting project or work could be performed by in- house personnel. Install a cover over the top platform opening to prevent equipment or people from accidentally falling through. The estimated cost is $4,000. Install a ladder extension at the condensate platform to assist entering and exiting the opening. The estimated cost is $3,000. Install a handhold at the access tube roof hatch and painter’s (bird) hatch. The handhold would assist the climber while entering and exiting the openings. The cost would be incidental to the next painting project. Install a rigging lug on the transition cone above the top platform opening. The lug would serve as an attachment point for a winch/pulley during rescue. The cost would be incidental to the next painting project. VENT CONDITIONS: The roof vent is a pressure vacuum design that is in good condition. The pressure vacuum plate was found to be properly aligned. There is a large external screen intended to keep birds out and a smaller mesh screen on the interior intended to keep insects out. The screens are in good condition. There is a rain shield over the outer screen. LADDER CONDITIONS: The dry interior ladders are located in the basebell, riser, and access tube. The ladders are in good condition. The ladders meets current OSHA size requirements. The riser and access tube ladders are equipped with rail-type fall prevention devices that are in good condition. The basebell ladder is not equipped with a fall prevention device. There is a wet interior ladder from the roof to the transition cone that appears to be in good condition. The ladder meets OSHA size requirements. The ladder is equipped with a rail-type fall prevention device that was not used during the ROV inspection. LADDER RECOMMENDATIONS: Install a fall prevention device on the dry interior basebell ladder. The estimated cost is $3,000. 12 Page 21 of 66 FILL/DRAW PIPE CONDITIONS: The tank fills and draws from a single pipe. The pipe routes through the dry interior into the bottom of the transition cone and extends approximately 24 inches into the wet interior. There is a deflector plate over top of the pipe in the wet interior. There is a sample tap on the fill/draw pipe located in the pit. The tap has a smooth end, faces downward, and is not inside a heated box. There is a threaded coupling on the fill/draw pipe for future attachment of a chemical feed line. MIXING CONDITIONS: There is ice abrasion damage on the access tube and sidewall coating. The cause is a short circuiting of mixing during inflow and draw allowing ice to form. Tanks with the same pipe for an influent and draw are especially susceptible. Many factors are involved such as daily turnover, rate of turnover, and pump turn on and turn off level settings. Using most of the capacity of the tank during a pump down helps with mixing. If operational changes to improve water turnover are not possible, consider the installation of a mixing system. MIXING RECOMMENDATIONS: There are a few options available to limit ice formation and the short-circuiting effect. A static system would consist of a draft tube over the fill pipe or dispersal tree with check valves. Static systems are expensive and can cost upwards of $60,000. A mechanical mixing system can be installed to assist in situations where turnover is low but will eventually require maintenance since there are moving parts. We recommend a mechanical mixing system because the device is easily removed during repainting, and many can be removed for maintenance or replaced while the tank is in service. The estimated cost is $20,000. EXPANSION JOINT CONDITIONS: The fill/draw pipe is equipped with an expansion joint that is located in the pit. The expansion joint was covered with insulation and was not visible for inspection. EXPANSION JOINT RECOMMENDATIONS: A glandular style of expansion joint can seize if corrosion forming at the joint stops the joint from moving as designed. If the expansion joint seizes it cannot take up the longitudinal movement of the fill/draw pipe and the tank bottom will flex to compensate for this movement. With enough flexing, the weld at the tank bottom could crack and cause a leak. The type of joint should be verified. If it is determined to be a glandular expansion joint, then replace it with a bellows type joint. The estimated cost is $15,000. 13 Page 22 of 66 INSULATION CONDITIONS: The fill/draw pipe is covered with rigid foam insulation. The insulation is covered with a plastic cover. The insulation and cover are in good condition. MUD VALVE CONDITIONS: There is a mud valve located in the bottom of the tank to aid in removal of sediment during inspections and routine maintenance. The mud valve was not operated during the inspection. CONDENSATE PLATFORM DRAIN CONDITIONS: The condensate drain line routes from the condensate platform, down the inside of the basebell, and penetrates near the bottom of the basebell. The line is in good condition. The drain opening appeared to be plugged. CONDENSATE PLATFORM DRAIN RECOMMENDATIONS: Replace the condensate drain line. The drain line would be routed to the overflow pipe and would be equipped with a check valve to prevent backflow during overflow conditions. Remove the old line and weld a patch plate over the opening in the basebell. The estimated cost is $3,000. WET INTERIOR METAL CONDITIONS: The steel structure is in good condition overall. No pitting was observed at the coating failures on the roof, sidewall, transition cone, and access tube. 14 Page 23 of 66  DIXON ENGINEERING, INC. STEEL TANK FIELD INSPECTION REPORT PEDESTAL TANK DATE: June 14, 2023 OWNER: Village of Farwell CLIENT CODE: 22-18-06-11 LOCATION: Address: 109 S. Hall Street City: Farwell State: Michigan TANK SIZE: Capacity: 150,000 gallons Overflow (HWL): 138 feet (from nameplate) Head range: 33 feet 6 inches (from nameplate) CONSTRUCTION: Type: Spheroid YEAR CONSTRUCTED: 1979 MANUFACTURER: Universal Tank & Iron Works CONTRACT NUMBER: 6679-150 USE: Potable water and fire protection Coating information below is from: Dixon specifications/projects COATING WET DRY EXTERIOR HISTORY INTERIOR INTERIOR YEAR COATED 2015 1991 2003 CONTRACTOR L&T Painting Kountoupes Unknown Original Vinyl SYSTEM Acrylic Epoxy with Epoxy (spot) SURFACE SSPC-SP6 SSPC-SP11 SSPC-SP10 PREPARATION (spot) MANUFACTURER Tnemec Tnemec Tnemec HEAVY METAL COATING SAMPLES No No No HEAVY METAL Unknown No Unknown BEARING PERSONNEL: Lead inspector Ryan Szczepaniak, ROV operator Jake Kramer METHOD OF INSPECTION: ROV 1 Page 24 of 66 SITE CONDITIONS Fenced: No Site large enough for contractor’s equipment: Yes Control building: No Antenna control site: Yes Number: 1 Type: Platform Location: Under the tank Would antenna sites interfere with containment: Yes Power lines within 50 feet: Yes (estimated distance 40 feet) Are power lines attached to the structure: No Would power lines interfere with containment: No Site drainage: Away from the tank Indications of underground leakage: No Vegetation, tree, etc. encroachment: No EXPOSED PIPING Location: Tank base (in the pit) Condition of structure: Good Structure is: Dry Sump pump present: Yes Drain line present: No Cover condition: Good Pipe coating condition: Good Describe coating: No significant coating deterioration Condition of metal: Good FOUNDATION Foundation exposed: Yes Exposed height: 2-5 inches Exposed foundation condition: Good Damage or deterioration: No Foundation coated: Yes Coating condition: Fair Grout condition: Good Undermining of foundation: No EXTERIOR COATING Adhesion Testing: N/A – Did not take adhesion because the coating age is less than 12 years 2 Page 25 of 66 EXTERIOR COATING Basebell: Topcoat condition: Good Previous coat/system condition: Good Describe coating: Spot coating failures to substrate Dry film thickness: 21-24 mils Metal condition: Good Basebell comments: Approximately five small spot coating failures around the baseplate and one spot coating failures on the upper part of the basebell Riser: Topcoat condition: Good Previous coat/system condition: Good Describe coating: Spot coating failures to substrate Dry film thickness: 22-23 mils Mildew growth: No Metal condition: Good Riser comments: Approximately ten small spot coat failures visible from the ground Bowl: Topcoat condition: Good Previous coat/system condition: Good Describe coating: No significant coating deterioration Mildew growth: No Metal condition: Good Sidewall: Lettering: Yes Number: 4 Lettering content: FARWELL (x2) and Eagles (x2) Logo: No Topcoat condition: Good Previous coat/system condition: Good Describe coating: No significant coating deterioration Metal condition: Good Roof: Topcoat condition: Fair Previous coat/system condition: Fair Describe coating: Spot coating failures to substrate, rust bleedthrough 3 Page 26 of 66 EXTERIOR COATING Dry film thickness: 21-23 mils Metal condition: Good Roof comments: Spot coating failures and rust bleedthrough near the handrail bracing connections to the roof also around the roof hatches EXTERIOR APPURTENANCES Basebell Door: Size: 30 x 60 inches Metal condition: Good Anchor Bolts: Number: 24 Diameter: 1½ inches and 1⅝ inch – twelve that were added later are larger Location: Exterior Metal condition: Good Overflow Pipe: Diameter: 6 inches Metal condition: Good Discharge orientation: Horizontal Screen condition: Good Percent of screen open: 100 Mesh size: 4 Flap gate: Yes Condition: Good Air gap: Yes Lowest part of discharge to the ground distance: 15 inches Height to basebell penetration: 15 inches Overflow discharges to: Concrete splash pad Condition: Good Roof Handrail: Diameter: 13 feet Height: 42 inches Midrail height: 22 inches Kick plate height: 6 inches Vertical post type: Angle Size: 2.5 x 2.5 inches Top rail type: Angle Size: 2.5 x 2.5 inches 4 Page 27 of 66 EXTERIOR APPURTENANCES Midrail type: Angle Size: 2.5 x 2.5 inches Metal condition: Good Painter’s Railing: Diameter: 16 feet Butt welds at supports: No (number not at a support: 3) Metal condition: Good Painter’s rail comments: There are two painter’s railings right next to each other Roof Rigging Points: Number: 2 Couplings covered: Yes Covered with: Plugs Metal condition: Good Wet Interior Roof Hatch: Neck size: 30 inches Distance from center of the tank (to outer edge): 5 feet Shape: Round Handhold at opening: Yes Curb height: 4 inches Cover overlap: 2 inches Gasket on cover/neck curb: No (Dixon attempted to install a gasket but the cover wouldn’t close with gasket installed) Hatch security: Wire Metal condition: Good Dry Interior Roof Hatch: Neck size: 24 inches Shape: Round Handhold at opening: No Hatch security: Chain Metal condition: Good Bolted Ventilation Hatch: N/A Access Tube Air Gap: N/A 5 Page 28 of 66 EXTERIOR APPURTENANCES Roof Vent: Number: 1 Distance from center of the tank (to outer edge): 6 feet Type: Pressure vacuum Neck diameter: 16 inches Flange opening diameter: 24 inches Vertical expanded metal condition: Good Interior screen condition: Good Mesh size: 24 Rain shield: Yes Pressure plate condition: Good Plate free to move: Yes Plate screened: No Height of the lowest opening above the roof: 24 inches Metal condition: Good Aviation Lights: Design: Double - one of the globes is clear and one is red Location: Free-standing mount Functioning: Unknown Globe condition: Good Photoelectric cell: Yes Location: Roof Aviation light comments: The globes are taped on the mount Antennas: Roof number: 16 Attached to: Handrail Basebell cable penetrations sealed: Yes Sealed with: Rubber boots Roof cable penetrations sealed: Yes Sealed with: Rubber boots and spray foam Antenna or cables interference: Yes Cables behind ladder Location: Access tube Antenna comments: There are six large cables that are not being used in the access tube. It is very tight to climb the ladder in the access tube Electric Conduit: Electrical conduit condition: Good Exposed wiring: No 6 Page 29 of 66 DRY INTERIOR COATING Basebell: Coating condition: Fair Describe coating: Delaminating, spot coating failures Dry film thickness: 10-12 mils Metal condition: Good Floor: Stone Drain line present: No Condensate Platform: Platform design: Full Coating condition: Fair Describe coating: No significant coating deterioration Metal condition: Good Ladder opening size: 24 inches Shape: Round Opening covered: Yes Handhold at opening: No Drain: Yes Size: 1½ inches Type: Out the basebell Check valve: No Platform comments: The drain appeared to be clogged Riser above the Condensate Platform: Coating condition: Fair Describe coating: Spot coating failures to substrate Dry film thickness: 8-15 mils Metal condition: Good Comments: Approximately 200 small spot coating failures randomly throughout Top Platform: Platform design: Full Material: Steel plate Coating condition: Fair Describe coating: Rust bleedthrough Metal condition: Good Ladder opening size: 24 x 30 inches Shape: Rectangle Opening covered: No 7 Page 30 of 66 DRY INTERIOR COATING Handhold at opening: Yes Top platform comments: There is rust bleedthrough on the outside edge of the platform Riser above the Top Platform: Coating condition: Good Describe coating: No significant coating deterioration Dry film thickness: 10-13 mils Metal condition: Good Transition Cone: Coating condition: Poor Describe coating: Rust bleedthrough Metal condition: Good Rigging lug above opening: No Transition cone comments: Rust bleedthrough throughout Access Tube: Diameter: 36 inches Coating condition: Poor – bottom half and good – upper half Describe coating: Rust bleedthrough Dry film thickness: 8-11 mils Metal condition: Good Access tube comments: Rust bleedthrough on the bottom half of the access tube DRY INTERIOR APPURTENANCES Electric Components: Exposed wiring: No Lights functioning: Yes Missing covers (globes and cages): No Additional lights needed: No Electrical outlet/conduit condition: Good Used during inspection: No Sample Tap: Location: In the pit on the piping Pipe diameter greater than ¼ inch: Yes 12 inches or more above the floor: Yes Down turned: Yes Smooth end: Yes 8 Page 31 of 66 DRY INTERIOR APPURTENANCES In heated box/room: No Condition: Good Threaded Coupling (for chemical feed on the fill/draw pipe): Location: In the pit Condition: Good Expansion Joint on Fill/Draw Pipe: Location: Bottom of the pipe in the pit Accessible for inspection: No Fill/Draw Pipe Insulation: Insulation cover: Yes Type: Plastic Condition: Good Seams loose: No Basebell Ladder: Toe clearance: 7 inches or greater Width of rungs: 16+ inches Thickness of rungs: ¾ inch Shape of rungs: Round Metal condition: Good Fall prevention device: No Cage: No Riser Ladder: Toe clearance: 7 inches or greater Width of rungs: 16+ inches Thickness of rungs: ¾ inch Shape of rungs: Round Metal condition: Good Fall prevention device: Yes Type: Rail Function properly: Yes Cage: No Painter’s (bird) Hatch: Handhold above hatch: No Metal condition: Good Hatch security: Bolt 9 Page 32 of 66 DRY INTERIOR APPURTENANCES Manway to Wet Interior: Size: 18 x 24 inches Location: In transition cone Metal condition: Good Manway Ladder: Metal condition: Good Fall prevention device: No Mud Valve: Number: 1 Type: Babco Discharge material: Hose Discharge slope: Downward Functioning properly: Not used during inspection Metal condition: Good Access Tube Ladder: Toe clearance: 7 inches or greater Width of rungs: 16+ inches Thickness of rungs: ¾ inch Shape of rungs: Round Metal condition: Good Fall prevention device: Yes Type: Rail Function properly: Yes WET INTERIOR COATING Roof: Topcoat condition: Fair Primer coating condition: Fair Describe coating: Spot coating failures to substrate Metal condition: Good Lap seams: Open Condition of lap seams: Fair Roof comments: Corrosion at the lap seams Sidewall: Topcoat condition: Fair Primer coating condition: Fair Describe coating: Delaminating, spot coating failures to substrate 10 Page 33 of 66 WET INTERIOR COATING Mineral deposits: Moderate Metal condition: Good Active pitting: No Previous pitting: No Sidewall comments: Approximately 15 spots of delamination with scrapes near the high-water level Access Tube: Topcoat condition: Fair Primer coating condition: Fair Describe coating: Spot coating failures to substrate, rust bleedthrough Mineral deposits: Moderate Metal condition: Good Active pitting: No Previous pitting: No Tank Bottom: Type: Transition cone Topcoat condition: Good Primer coating condition: Good Describe coating: Delaminating Mineral deposits: Light Metal condition: Good Active pitting: No Previous pitting: No Sediment depth: 1 inch (estimated) WET INTERIOR APPURTENANCES Ladder: Toe clearance: 7 inches or greater Width of rungs: 16+ inches Thickness of rungs: ¾ inch Shape of rungs: Round Shape of side rails: Flat Metal condition: Good Fall prevention device: Yes Type: Rail Function properly: Unknown, not used during the inspection 11 Page 34 of 66 WET INTERIOR APPURTENANCES Cathodic Protection: Type: Arms off access tube Location of controls: In the basebell Ropes/arms damaged: No Wires damaged: No Roof Stiffeners: N/A Sidewall Stiffeners: N/A Overflow Pipe Inlet: Type: Weir box Metal condition: Good Fill/Draw Pipe: Diameter: 12 inches Height above the tank bottom: 24 inches Deflector over end: Yes Type: Plate Metal condition: Good Mixer: N/A Field Inspection Report is prepared from the contractor’s viewpoint. It contains information the contractor needs to prepare his bid for any repair or recoating. The engineer uses it to prepare the engineering report. Cost estimates are more accurate if the contractor’s problems can be anticipated. While prepared from the contractor’s viewpoint, the only intended beneficiary is the owner. These reports are completed with diligence, but the accuracy is not guaranteed. The contractor is still advised to visit the site. 12 Page 35 of 66 150,000 gallon spheroid located in Farwell, Michigan. Page 36 of 66  1) The foundation is in good condition. 2) The grout between the steel baseplate and the concrete foundation is in good condition. 3) The anchor bolts are in good condition. Page 37 of 66  4) The overflow pipe discharges to a concrete splash pad. 5) The screened flap gate is in good condition but is oversized. 6) The concrete splash pad is in good condition. Page 38 of 66  7) The service door in the basebell is in good condition. 8) The coating on the basebell is in good condition overall. 9) There are minor random failures on the basebell but most failures are on the baseplate. Page 39 of 66  10) Same. 11) The coating on the riser is in good condition overall. 12) There are a few minor coating failures on the riser. Page 40 of 66  13) Same. 14) The coating on the bowl is in good condition. 15) There is no significant coating deterioration on the bowl. Page 41 of 66  16) Same. 17) The coating on the sidewall is in good condition. 18) There is no significant coating deterioration on the sidewall. Page 42 of 66  19) Same. 20) The coating on the roof is in fair condition. 21) There are minor coating failures throughout the roof. Page 43 of 66  22) Same. 23) The dry interior roof hatch is in good condition. 24) The roof vent is in good condition. Page 44 of 66  25) The vertical expanded metal screen is in good condition. 26) The PVC pressure plate is in good condition. 27) The interior screen is in good condition. Page 45 of 66  28) The aviation light appears to be in fair condition. One globe is clear and one red. The globes are taped on. 29) The roof rigging couplings are in good condition. 30) The roof handrail is in good condition. Page 46 of 66  31) There are two painter’s railings. The butt welds are not all at stand-offs. 32) Same. 33) The wet interior roof hatch is in good condition. Dixon attempted to install a gasket but the cover would not close with the gasket installed. Page 47 of 66  34) The dry interior basebell coating is in good condition overall. 35) There are several coating failures on and near the baseplate. 36) Same. Page 48 of 66  37) There are a few random coating failures at the weld seams in the basecone. 38) The basebell ladder is in good condition. The ladder is not equipped with a fall prevention device. 39) The condensate platform drain line routes down the inside of the basebell and exits near ground level. Page 49 of 66  40) The condensate platform hatch is in good condition. There is no ladder extension at the platform. 41) The coating on the condensate platform is in fair condition. 42) There is no significant coating deterioration on the condensate platform. Page 50 of 66  43) The fill/draw pipe insulation and plastic jacketing are in good condition. 44) The riser ladder is in good condition. The ladder is equipped with a fall prevention device. 45) The coating in the riser is in fair condition overall. Page 51 of 66  46) There are numerous coating failures throughout the riser. 47) Same. 48) The top platform hatch is in good condition. The opening is not equipped with a hinged cover. Page 52 of 66  49) The coating on the top platform is in fair condition. 50) There are minor coating failures on the top platform. 51) The painter’s hatch at the top of the riser is in good condition. There is no handhold above the hatch. Page 53 of 66  52) The mud valve was not operated during the inspection. 53) The wet interior manway in the transition cone is in good condition. 54) The cathodic protection pressure fitting in the transition cone is in good condition. Page 54 of 66  55) The coating on the transition cone is in poor condition. 56) There are extensive coating failures throughout the transition cone. 57) The access tube ladder is in good condition. The ladder is equipped with a fall prevention device. Cable routing in the access tube interferes with the ladder. Page 55 of 66  58) The coating on the lower half of the access tube is in poor condition. 59) There are extensive coating failures on the lower half of the access tube. 60) The coating on the upper half of the access tube is in good condition. Page 56 of 66  61) The coating on the wet interior roof is in fair condition. 62) There are coating failures along the open lap seams. 63) Same. Page 57 of 66  64) The coating on the sidewall is in fair condition. 65) There are several coating failures near the high-water level. 66) Same. Page 58 of 66  67) The overflow weir box is in good condition. 68) The wet interior ladder appears to be in good condition. The ladder is equipped with a fall prevention device that was not used during the ROV inspection. 69) The coating on the access tube is in fair condition. Page 59 of 66  70) There are several coating failures on the access tube. 71) Same. 72) The cathodic protection system appears to be in good condition. Page 60 of 66  73) Same. 74) The coating on the transition cone is in good condition overall. 75) There are only a few coating failures on the transition cone. There is a deflector plate over top of the pipe. Page 61 of 66  76) Same. 77) Same. 78) The fill/draw pipe is in good condition. Page 62 of 66  79) There is a pit in the basebell. The coating on the exposed piping is in good condition. 80) There is a sample tap on the piping in the pit. 81) There is a threaded coupling on the piping in the pit. Page 63 of 66 Village of Farwell Treasurer’s Report as of 08/17/2023 ▪ Update on taxes collected as of August 17, 2023 ▪ Original Tax Roll: $286,749.77 ▪ Adjustments JBOR: ($1,618.88) ▪ Adjusted Original: $285,130.89 ▪ Interest added: $ 0.00 ▪ Total w/all adj.: $285,130.89 ▪ Collected to date: $ 70,028.24 ▪ Left to collect: $215,102.65 ▪ Percentage collected to Date: 24.6% Village Tax Roll 300,000.00 250,000.00 200,000.00 150,000.00 100,000.00 50,000.00 0.00 Adjusted Tax Roll Collected to Date Left to Collect Page 64 of 66  Village of Farwell Bank and Fund Report Endmgm/31/2023 101 202 203 m 250 551 550 551 503 mu Genera! Mamr um Don mm W Sewer Wamr Dram rm om mam jmmmim 5133655015 Gzn mm cn ms 1mmnm3mn s 1Fl,373?3 Gzn mm cn ms 1mnnnm3m1 s 1€l,373n3 Hunzm?hm mas 1mmm3m7 s 14,161m Hunzmzhmnew 1mmnm3nn3 s 1.3,65am wcu m 1mmnm3nm s 6,355m cm mam zmmmim s m,mz6 am mam msmnnmmn $2n,73na9 am mam mmwmnm s 7,94n41 am mam mmnmmm s 64,7161: rm Banknm 551mm3m1 s 6,nass6 om mam Smmmlm S [?3,M173) am m aamenm smmnmms 5 sm nmmm km any-,6 ssumnnsm s 135,35am nmmm sum any-,6 mmnnmm s Mmm Seluzr mm cn wcu 6mmmsm6 5 17151613 om mam smnmmmnn 5 4114756 nmmm km any-,6 smmnnsm s 1m,s3nm nmmm sum any-,6 smmnn?n 5 87,?nm Wamr mm cn wcu smmmsnn s mmas om mam msmnnmmn $2n4,34s11 mm om msame sz,s76,om6 $111,m16 $2n,73na9 s 7,94n41 s 64,7161: 5 6,nasa6 s musaas 5 39159541 $2n4,34311 s 3,4a7,3m71 aammmm Baharm s 7116,9149: $1a6,9747n sz7,m666 5 (am) $576,945$ su,nm« $1,41s,n3433 $1,476,7n777 $216,616.»: 5 4,s4n,14n7x nmmm/anemmm 5 6450151 5 4,1379: 5 6,7161‘! 5 754341 5 416151 5 1,3534‘! 5 1K,161M 5 1313156 5 [6,97n14) S 113,5m33 zmwemmBaharm s 771,417M 5141,1619! $33,731sn s 7,941a41 $5s1,2n341 57659648 $1,M4,19641 $1,sm,94n33 $1?3,6d61K 5 4,7ss,74111 uanmm $1,643,416n1 5 117141 5 5,9111? S — S — S — S 61?,M191 $1,11.3,s§687 S (14a7n)$ 4,435,5a77n Page 65 of 66 mm uanmmuum Bahanm $1,414,sAa45 $143,434n5 $39,655m s 7,94n41 $5s1,2n341 57659648 $1,n5-3,6333: $3,72x,s172n $2n3,5n543 s 9155,1488} ’$1,579,SS464 meerlem mm 666666.31 Eranzmms  DPW Committee Meeting Minutes August 17, 2023 5:30pm – Village Hall Council Meeting Room Call meeting to Order: The meeting was called to order at 5:30pm. Pledge of Allegiance A roll call was conducted. The following were present: Trustee Jeff Linton, Trustee Amanda Pfruender, and Trustee Shawn Burger. Also present: Clerk/Treasurer Adrian Krawczynski and DPW Supervisor Jason Walters. I. Old Business a. Sidewalks within the Village were discussed. The prints from the Survey by the school are still being drawn up. When they are completed they will be turned over to the design firm which will then allow for construction quotes to be obtained. Jason will also look around the Village to determine where sidewalk replacement can happen next fiscal year. II. New Business a. A service barge for accessing the Mill Pond was reviewed. b. Another quote for paving the alleyway between Corning and Hall was reviewed. The quotes received were in the following amounts $37,664.68 and $54,367.00. Jason is going to see what the cost would be do redo the alley in a similar fashion as Washington Rd. and if it would even be possible. This will be discussed at the next DPW meeting and at future Council meetings. c. The committee reviewed the Dixon Engineering Maintenance Inspection Report and viewed the inspection video. This will be discussed at the next Council meeting. III. DPW Updates: a. Updates on the Mill Pond dredging were discussed. The contracts hope to mobilize next week and start dredging on August 28th. IV. Complaints: V. Adjournment: 6:07pm. VI. Next Meeting: Thursday, September 14, 2023 at 5:30pm. Page 66 of 66