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City Council Packet 2024 10-08-24
AGENDA CITY COUNCIL MEETING Tuesday, October 8, 2024 7:00 p.m. City Hall Council Chambers 651 Prairie Pointe Drive, Yorkville, IL Call to Order: Pledge of Allegiance: Roll Call by Clerk: WARD I WARD II WARD III WARD IV Ken Koch Arden Joe Plocher Chris Funkhouser Seaver Tarulis Dan Transier Craig Soling Matt Marek Rusty Corneils Establishment of Quorum: Amendments to Agenda: Presentations: 1. Introduction of New Yorkville Police Department Officer – Cameron Bonner 2. Introduction of New Yorkville Police Department Community Service Officer – Naily Vargas 3. Introduction of New Yorkville Police Department Community Service Officer – Tyler Madsen 4. Introduction of New Parks and Recreation Employee – Cayla Pruitt Public Hearings: Citizen Comments on Agenda Items: Consent Agenda: 1. Minutes of the Regular City Council – September 24, 2024 2. Bill Payments for Approval $ 871,416.78 (vendors) $ 422,827.63 (payroll period ending 9/27/24) $ 1,294,244.41 (total) 3. EDC 2024-71 Konica Minolta – Change Order Request – approve the Konica Minolta change order request in the amount of $34,582.69 and authorize the Mayor to execute Mayor’s Report: 1. CC 2024-78 Fiscal Year 2025 Computer Purchase Order United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us City Council Agenda October 8, 2024 Page 2 Mayor’s Report (cont’d): 2. CC 2024-79 Ordinance Authorizing the Acquisition of Certain Easements for the Construction of Water Mains (SOO Green and Yorkville Nexus, LLC) 3. CC 2024-80 Water Supply Agreements with the DuPage Water Commission a. Resolution Authorizing the Execution of a Water Purchase and Sale Contract Between the DuPage Water Commission and the United City of Yorkville for the United City of Yorkville Unit System b. Resolution Authorizing the Execution of WaterLink Project Escrow Intergovernmental Agreement Between the Village of Montgomery, the Village of Oswego, the United City of Yorkville, and the DuPage Water Commission c. Resolution Authorizing the Execution of an Intergovernmental Agreement Concerning Development of Connection Facilities to Implement Water Service By and Between the Village of Montgomery, the Village of Oswego, the United City of Yorkville, and the DuPage Water Commission d. Resolution Authorizing the Execution of an Intergovernmental Agreement Concerning Capital Cost Recovery Charge Between the United City of Yorkville and the DuPage Water Commission Public Works Committee Report: Economic Development Committee Report: 1. EDC 2024-70 Resolution Approving an Agreement for Economic Development Consulting Services with DLK, LLC Public Safety Committee Report: Administration Committee Report: 1. ADM 2024-35 2024 Tax Levy Estimate Park Board: Planning and Zoning Commission: 1. PZC 2024-01 & EDC 2024-53 Yorkville Renewables Solar (Nexamp) a. Ordinance Approving the Rezoning to the A-1 Agricultural Zoning District of Certain Territory Generally Located at the Southwest Corner of Galena Road and Route 47 b. Ordinance Approving a Special Use Permit Allowing Freestanding Solar Energy Systems on Certain Territory Generally Located at the Southwest Corner of Galena Road and Route 47 c. Ordinance Granting a Property Line Setback Variance for Certain Territory Generally Located at the Southwest Corner of Galena Road and Route 47 City Council Report: City Clerk’s Report: Community and Liaison Report: Staff Report: City Council Agenda October 8, 2024 Page 3 Mayor’s Report (cont’d): 4. CC 2021-04 City Buildings Updates 5. CC 2021-38 Water Study Update Additional Business: Citizen Comments: Executive Session: Adjournment: COMMITTEES, MEMBERS AND RESPONSIBILITIES ADMINISTRATION: October 16, 2024 – 6:00 p.m. – East Conference Room #337 Committee Departments Liaisons Chairman: Alderman Marek Finance Library Vice-Chairman: Alderman Plocher Administration Committee: Alderman Koch Committee: Alderman Corneils ECONOMIC DEVELOPMENT: November 6, 2024 – 6:00 p.m. – East Conference Room #337 Committee Departments Liaisons Chairman: Alderman Plocher Community Development Planning & Zoning Commission Vice-Chairman: Alderman Funkhouser Building Safety & Zoning Kendall Co. Plan Commission Committee: Alderman Transier Committee: Alderman Tarulis PUBLIC SAFETY: November 7, 2024 – 6:00 p.m. – East Conference Room #337 Committee Departments Liaisons Chairman: Alderman Transier Police School District Vice-Chairman: Alderman Tarulis Committee: Alderman Soling Committee: Alderman Funkhouser PUBLIC WORKS: October 15, 2024 – 6:00 p.m. – East Conference Room #337 Committee Departments Liaisons Chairman: Alderman Koch Public Works Park Board Vice-Chairman: Alderman Soling Engineering YBSD Committee: Alderman Marek Parks and Recreation Committee: Alderman Corneils UNITED CITY OF YORKVILLE WORKSHEET CITY COUNCIL Tuesday, October 8, 2024 7:00 PM CITY COUNCIL CHAMBERS ---------------------------------------------------------------------------------------------------------------------------------------- AMENDMENTS TO AGENDA: ---------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- PRESENTATIONS: ----------------------------------------------------------------------------------------------------------------------------------------- 1. Introduction of New Yorkville Police Department Officer – Cameron Bonner 2. Introduction of New Yorkville Police Department Community Service Officer – Naily Vargas 3. Introduction of New Yorkville Police Department Community Service Officer – Tyler Madsen 4. Introduction of New Parks and Recreation Employee – Cayla Pruitt ----------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS ON AGENDA ITEMS: ----------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- CONSENT AGENDA: ----------------------------------------------------------------------------------------------------------------------------------------- 1. Minutes of the Regular City Council – September 24, 2024 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. Bill Payments for Approval □ Approved ________ □ As presented □ As amended □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 3. EDC 2024-71 Konica Minolta – Change Order Request □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- MAYOR’S REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- 1. CC 2024-78 Fiscal Year 2025 Computer Purchase Order □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. CC 2024-79 Ordinance Authorizing the Acquisition of Certain Easements for the Construction of Water Mains (Soo Green and Yorkville Nexus LLC) □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 3. CC 2024-80 Water Supply Agreements with the DuPage Water Commission a. Resolution Authorizing the Execution of a Water Purchase and Sale Contract Between the DuPage Water Commission and the United City of Yorkville for the United City of Yorkville Unit System □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ b. Resolution Authorizing the Execution of WaterLink Project Escrow Intergovernmental Agreement Between the Village of Montgomery, the Village of Oswego, the United City of Yorkville, and the DuPage Water Commission □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ c. Resolution Authorizing the Execution of an Intergovernmental Agreement Concerning Development of Connection Facilities to Implement Water Service By and Between the Village of Montgomery, the Village of Oswego, the United City of Yorkville, and the DuPage Water Commission □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ d. Resolution Authorizing the Execution of an Intergovernmental Agreement Concerning Capital Cost Recovery Charge Between the United City of Yorkville and the DuPage Water Commission □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- ECONOMIC DEVELOPMENT COMMITTEE REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- 1. EDC 2024-70 Resolution Approving an Agreement for Economic Development Consulting Services with DLK, LLC □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- ADMINISTRATION COMMITTEE REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- 1. ADM 2024-35 2024 Tax Levy Estimate □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- PLANNING AND ZONING COMMISSION: ----------------------------------------------------------------------------------------------------------------------------------------- 1. PZC 2024-01 & EDC 2024-53 Yorkville Renewables Solar (Nexamp) a. Ordinance Approving the Rezoning to the A-1 Agricultural Zoning District of Certain Territory Generally Located at the Southwest Corner of Galena Road and Route 47 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ b. Ordinance Approving a Special Use Permit Allowing Freestanding Solar Energy Systems on Certain Territory Generally Located at the Southwest Corner of Galena Road and Route 47 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ c. Ordinance Granting a Property Line Setback Variance for Certain Territory Generally Located at the Southwest Corner of Galena Road and Route 47 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- MAYOR’S REPORT (CONT’D): ----------------------------------------------------------------------------------------------------------------------------------------- 4. CC 2021-04 City Building Updates □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 5. CC 2021-38 Water Study Update □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS: ----------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: ----------------------------------------------------------------------------------------------------------------------------------------- Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Consent Agenda #1 Tracking Number Minutes of the Regular City Council – September 24, 2024 City Council – October 8, 2024 Majority Approval Approval of Minutes Jori Behland Administration Name Department DRAFT MINUTES OF THE REGULAR MEETING OF THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, HELD IN THE CITY COUNCIL CHAMBERS, 651 PRAIRIE POINTE DRIVE ON TUESDAY, SEPTEMBER 24, 2024 Mayor Purcell called the meeting to order at 7:00 p.m. and led the Council in the Pledge of Allegiance. ROLL CALL City Clerk Behland called the roll. Ward I Koch Absent Transier Present Ward II Plocher Present Soling Present Ward III Funkhouser Present Marek Present Ward IV Tarulis Present Corneils Present Staff in attendance at City Hall: City Clerk Behland, Chief of Police Jensen, Attorney Castaldo, Public Works Director Dhuse, Community Development Director Barksdale-Noble, Finance Director Fredrickson, Parks and Recreation Director Evans, Assistant City Administrator Willrett, and EEI Engineer Sanderson. Members of the public were able to attend this meeting in person as well as being able to access the meeting remotely via Zoom which allowed for video, audio, and telephonic participation. A meeting notice was posted on the City’s website on the agenda, minutes, and packets webpage with instructions regarding remote meeting access and a link was included for the public to participate in the meeting remotely: https://us02web.zoom.us/j/84224766661?pwd=9YfgubCzFQAaeWuv5jXtJ5A2W9G88N.1. The Zoom meeting ID was 842 2476 6661. QUORUM A quorum was established. AMENDMENTS TO THE AGENDA None. PRESENTATIONS None. PUBLIC HEARINGS None. CITIZEN COMMENTS ON AGENDA ITEMS None. CONSENT AGENDA 1. Minutes of the Regular City Council – August 27, 2024 2. Minutes of the Regular City Council – September 10, 2024 3. Bill Payments for Approval $ 1,640,416.86 (vendors) $ 421,363.11 (payroll period ending 09/13/24) $ 2,061,779.97 (total) 4. East Van Emmon Street Resurfacing Project (PW 2024-74) a. Resolution 2024-37 Approving a Construction Engineering Agreement with Engineering Enterprises, Inc. for the Resurfacing of East Van Emmon Street – authorize the Mayor and City Clerk to execute b. Ordinance 2024-48 Authorizing the Second Amendment to the Annual Budget of the United City of Yorkville, for the Fiscal Year Commencing on May 1, 2024 and Ending on April 30, 2025 – authorize the Mayor and City Clerk to execute The Minutes of the Regular Meeting of the City Council – September 24, 2024 – Page 2 of 5 5. Resolution 2024-38 Authorizing the City’s Share of Construction & Construction Engineering Costs for the Roadway Improvement of the E. Van Emmon Street Resurfacing Project – authorize the Mayor and City Clerk to execute (PW 2024-75) 6. Ordinance 2024-49 Authorizing the Acquisition of Certain Easements for the Extension of a Water Main (Grace Community Church) – authorize the Mayor and City Clerk to execute (PW 2024-78) 7. Faxon Road – Construction Engineering Change Order – approve the Faxon Road – Construction Engineering Change Order in the amount of $43,798 and authorize the Mayor to execute (PW2024-80) 8. Treasurer’s Report for August 2024 (ADM 2024-32) Mayor Purcell entertained a motion to approve the consent agenda. So moved by Alderman Tarulis; seconded by Alderman Funkhouser. Motion approved by a roll call vote. Ayes-7 Nays-0 Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Corneils-aye, Plocher-aye REPORTS MAYOR’S REPORT Lung Cancer Awareness Mayor Purcell shared a Kendall County Health Department notice regarding lung cancer awareness. An event will be held at the Waterford Place across from Rush Copley in Aurora on Saturday, November 2nd, from 9:00 am – 11:00 am. This event will focus on providing educational talks for attendees on the importance of radon testing, mitigating smoking cessation, and screening for lung cancer. They will also be hosting a White Ribbon finishing session. Attendees can provide messages on these ribbons of hope, solidarity, and encouragement, which will be given to cancer patients and survivors. Resolution 2024-39 Resolution in Support of an Illinois Transportation Enhancement Program (ITEP) Grant Application for Streetscape Improvements Including Bicycle and Pedestrian Improvements on East Hydraulic Avenue, Mill Street and Heustis Street (CC 2024-74) Mayor Purcell entertained a motion to approve a Resolution in Support of an Illinois Transportation Enhancement Program (ITEP) Grant Application for Streetscape Improvements Including Bicycle and Pedestrian Improvements on East Hydraulic Avenue, Mill Street and Heustis Street and authorize the Mayor and City Clerk to execute. So moved by Alderman Marek; seconded by Alderman Soling. Motion approved by a roll call vote. Ayes-7 Nays-0 Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Corneils-aye, Plocher-aye, Funkhouser-aye Resolution 2024-40 Authorizing an Amendment to the Second Escrow Intergovernmental Agreement By and Among the United City of Yorkville, the Village of Oswego, the Village of Montgomery and the DuPage Water Commission (CC 2024-75) Mayor Purcell entertained a motion to approve a Resolution Authorizing an Amendment to the Second Escrow Intergovernmental Agreement By and Among the United City of Yorkville, the Village of Oswego, the Village of Montgomery and the DuPage Water Commission and authorize the Mayor and City Clerk to execute. So moved by Alderman Transier; seconded by Alderman Tarulis. Motion approved by a roll call vote. Ayes-7 Nays-0 Transier-aye, Soling-aye, Marek-aye, Corneils-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye The Minutes of the Regular Meeting of the City Council – September 24, 2024 – Page 3 of 5 PUBLIC WORKS COMMITTEE REPORT 2025 Road to Better Road Program – Paving Plan Update and Proposal (PW 2024-73) Alderman Soling made a motion to approve the proposed 2025 Paving Plan as presented in packet materials; seconded by Alderman Marek. Motion approved by a roll call vote. Ayes-7 Nays-0 Soling-aye, Marek-aye, Corneils-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye Resolution 2024-41 Authorizing the Purchase of a Trackless Boom Flail Mower from E.J. Equipment, Inc., in an Amount Not to Exceed $39,960.00 (PW 2024-76) Alderman Soling made a motion to approve a Resolution Authorizing the Purchase of a Trackless Boom Flail Mower from E.J. Equipment, Inc., in an Amount Not to Exceed $39,960.00 and authorize the Mayor and City Clerk to execute; seconded by Alderman Funkhouser. Motion approved by a roll call vote. Ayes-7 Nays-0 Marek-aye, Corneils-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye Resolution 2024-42 Approving a Proposal from Gjovik Ford, Inc. to the United City of Yorkville, Kendall County, Illinois for Vehicle Maintenance (PW 2024-77) Alderman Soling made a motion to approve a Resolution Approving a Proposal from Gjovik Ford, Inc. to the United City of Yorkville, Kendall County, Illinois for Vehicle Maintenance and authorize the Mayor and City Clerk to execute; seconded by Alderman Transier. Motion approved by a roll call vote. Ayes-7 Nays-0 Corneils-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye Transier-aye, Soling-aye, Marek-aye ECONOMIC DEVELOPMENT COMMITTEE REPORT No report. PUBLIC SAFETY COMMITTEE REPORT No report. ADMINISTRATION COMMITTEE REPORT No report. PARK BOARD Resolution 2024-43 Authorizing the Donation of Certain Used Playground Equipment to Kids Around the World, a Not-For-Profit Entity (Rice Park) (CC 2024-76) Mayor Purcell entertained a motion to approve a Resolution Authorizing the Donation of Certain Used Playground Equipment to Kids Around the World, a Not-For-Profit Entity (Rice Park) and authorize the Mayor and City Clerk to execute. So moved by Alderman Corneils; seconded by Alderman Soling. Motion approved by a roll call vote. Ayes-7 Nays-0 Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Corneils-aye Resolution 2024-44 Authorizing the Purchase of Playground Equipment from Gametime in the Amount Not to Exceed $192,896.85 (Rotary Park) (CC 2024-77) Mayor Purcell entertained a motion to approve a Resolution Authorizing the Purchase of Playground Equipment from Gametime in the Amount Not to Exceed $192,896.85 (Rotary Park) and authorize the Mayor and City Clerk to execute, and to authorize staff to apply for the Gametime Inclusive Fascination Factor Playground Structure Grant. So moved by Alderman Tarulis; seconded by Alderman Marek. Director of Parks and Recreation Evans shared with the Council that the retail price for the proposed playground is around ~$353,000. They propose applying for a grant that matches 100% of the funds towards the purchase. There is also a quote of around ~$14,000 for shipping costs, which comes to a total The Minutes of the Regular Meeting of the City Council – September 24, 2024 – Page 4 of 5 purchase price of ~$192,000. This inclusive playground is an open and safe space for children of various abilities and ages. This playground is more horizontal vs. vertical, giving children of all abilities and their parents and grandparents more access to interact with them in a safer environment. This new playground would also double the size of the current playground. Mayor Purcell stated that funds are within the budget. Alderman Transier asked how the grant works. Mr. Evans said the grant is through GameTime and not through the state. Once their grant money runs out, they no longer offer the grant. They are ready to submit the grant if approved tonight. They should know within the next month if they will receive the grant. The purchase is contingent on receiving the grant money. If they do not receive the grant money, they must go through the budget process and bring it back to the council. Alderman Marek asked for the Council to be notified of the grant results. Motion approved by a roll call vote. Ayes-7 Nays-0 Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Corneils-aye, Plocher-aye PLANNING AND ZONING COMMISSION Yorkville Renewables Solar (Nexamp) (PZC 2024-01 & EDC 2024-53) a. Ordinance Approving the Rezoning to the A-1 Agricultural Zoning District of Certain Territory Generally Located at the Southwest Corner of Galena Road and Route 47 b. Ordinance Approving a Special Use Permit Allowing Freestanding Solar Systems on Certain Territory Generally Located at the Southwest Corner of Galena Road and Route 47 c. Ordinance Granting a Property Line Setback Variance for Certain Territory Generally Located at the Southwest Corner of Galena Road and Route 47 Mayor Purcell entertained a motion to table until the October 8, 2024, City Council meeting. So moved by Alderman Soling; seconded by Alderman Plocher. Motion approved by a roll call vote. Ayes-7 Nays-0 Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Corneils-aye, Plocher-aye, Funkhouser-aye Ordinance 2024-50 Approving an Amendment to the Yorkville Unified Development Ordinance Regarding Chapter 8: UDO Review & Approval Procedures (PZC 2024-17 & EDC 2024-61) Mayor Purcell entertained a motion to approve an Ordinance Approving an Amendment to the Yorkville Unified Development Ordinance Regarding Chapter 8: UDO Review & Approval Procedures and authorize the Mayor and City Clerk to execute. So moved by Alderman Funkhouser; seconded by Alderman Marek. Motion approved by a roll call vote. Ayes-7 Nays-0 Marek-aye, Corneils-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye Kendall County Petition 24-07 – 1.5 Mile Review (7789 Route 47) (PZC 2024-18 & EDC 2024-54) Mayor Purcell entertained a motion to authorize staff to notify Kendall County that the City Council does not have any objections to the proposed site plan for approval to operate a trucking business for the sale and storage of semi-trailers, small trailers, semi-tractors, and similar uses. So moved by Alderman Plocher; seconded by Alderman Transier. Motion approved by a roll call vote. Ayes-7 Nays-0 Corneils-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye The Minutes of the Regular Meeting of the City Council – September 24, 2024 – Page 5 of 5 Kendall County Petition 24-22 – 1.5 Mile Review (10835 Legion Rd.) (PZC 2024-20 & EDC 2024-62) Mayor Purcell entertained a motion to authorize staff to notify Kendall County that the City Council does not have any objections to the proposed map amendment (rezoning) for 11.6 +/- acres located at the northeast corner of Legion and East Highpoint Roads. So moved by Alderman Marek; seconded by Alderman Plocher. Motion approved by a roll call vote. Ayes-7 Nays-0 Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Corneils-aye CITY COUNCIL REPORT No report. CITY CLERK’S REPORT No report. COMMUNITY & LIAISON REPORT No report. STAFF REPORT Yorkville Homecoming Parks and Recreation Director Evans shared that the Yorkville Homecoming Parade will take place on Thursday, September 26th starting at 5:30 p.m. He also noted the Future Foxes Preschool Class of 2025 will participate in the parade. Yorktoberfest & Scarecrow Walk Parks and Recreation Director Evans reminded the Council that Kiwanis Yorktoberfest is Friday, September 27th and Saturday, September 28th at Riverfront Park. The United City of Yorkville Scarecrow Walk also kicks off on September 27th and goes through October 31st at Riverfront Park. MAYOR’S REPORT (cont’d) City Buildings Updates (CC 2021-04) Mayor Purcell reported that the City received eight (8) submittals for the Request for Qualifications for Construction Managers for the Public Works and Parks new facility. Water Study Update (CC 2021-38) No report. ADDITIONAL BUSINESS BrightFarms Mayor Purcell shared that BrightFarms is up and running. He also reported that he and a small group of staff toured the greenhouse. CITIZEN COMMENTS None. EXECUTIVE SESSION None. ADJOURNMENT Mayor Purcell entertained a motion to adjourn the City Council meeting. So moved by Alderman Funkhouser; seconded by Alderman Marek. Motion unanimously approved by a viva voce vote. Meeting adjourned at 7:30 p.m. Minutes submitted by: Jori Behland, City Clerk, City of Yorkville, Illinois Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Consent Agenda #2 Tracking Number Bills for Payment City Council – October 8, 2024 Majority Approval Amy Simmons Finance Name Department 01-110 ADMIN 01-120 FINANCE 01-210 POLICE 01-220 COMMUNITY DEVELOPMENT 01-410 STREETS OPERATIONS 01-640 ADMINISTRATIVE SERVICES 11-111 FOX HILL SSA 12-112 SUNFLOWER SSA 15-155 MOTOR FUEL TAX (MFT) 23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL 25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS 52-520 SEWER OPERATIONS 79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS 84-840 LIBRARY CAPITAL 87-870 COUNTRYSIDE TIF 88-880 DOWNTOWN TIF 89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW 95-000 ESCROW DEPOSIT DATE: 09/25/24 UNITED CITY OF YORKVILLE TIME: 14:36:11 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECKINVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------131245 KCR KENDALL COUNTY RECORDER'S 09/16/244011607 09/16/24 01 ORDINANCE APPROVING FINAL PLAT 90-154-00-00-0011 57.0002 APPROVAL BY PZC GRANTING 90-226-00-00-0011 57.0003 VARIANCE ** COMMENT **INVOICE TOTAL: 114.00 *CHECK TOTAL: 114.00TOTAL AMOUNT PAID: 114.00Page 1 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/17/24TIME: 09:28:59UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/20/2024CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003701 BARTLETA ADAM BARTLETT09/07-09/1309/16/24 01 UMPIRE79-795-54-00-546290.00INVOICE TOTAL:90.00 *DIRECT DEPOSIT TOTAL:90.00541364 BRISBOND DANA XAVIER BRISBON09/7-09/1309/16/24 01 REFEREE79-795-54-00-5462250.00INVOICE TOTAL:250.00 *CHECK TOTAL:250.00541365 CALHOUNC CAMDEN CALHOUN09/07-09/1309/16/24 01 UMPIRE79-795-54-00-5462115.00INVOICE TOTAL:115.00 *CHECK TOTAL:115.00541366 COOKC CLAIRE COOK09/7-09/1309/16/24 01 REFEREE79-795-54-00-5462100.00INVOICE TOTAL:100.00 *CHECK TOTAL:100.00D003702 CULLENT TREVOR CULLEN09/07-09/1309/16/24 01 UMPIRE79-795-54-00-546280.00INVOICE TOTAL:80.00 *DIRECT DEPOSIT TOTAL:80.00D003703 FULLEHG GARY FULLETTPage 2 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/17/24TIME: 09:28:59UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/20/2024CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003703 FULLEHG GARY FULLETT09/07-09/1309/16/24 01 UMPIRE79-795-54-00-5462305.00INVOICE TOTAL:305.00 *DIRECT DEPOSIT TOTAL:305.00541367 GAMBROK KATE GAMBRO09/07-09/1309/16/24 01 UMPIRE79-795-54-00-546270.00INVOICE TOTAL:70.00 *CHECK TOTAL:70.00541368 KOCURJ JAXSON KOCUR09/07-09/1309/16/24 01 UMPIRE79-795-54-00-5462150.00INVOICE TOTAL:150.00 *CHECK TOTAL:150.00541369 MACKEYM MICHAEL J. MACKEY09122409/12/24 01 UMPIRE79-795-54-00-5462168.00INVOICE TOTAL:168.00 *CHECK TOTAL:168.00D003704 MATSONA AIDAN MATSON09/07-09/1309/16/24 01 UMPIRE79-795-54-00-546270.00INVOICE TOTAL:70.00 *DIRECT DEPOSIT TOTAL:70.00541370 MATSONT THOMAS MATSONPage 3 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/17/24TIME: 09:28:59UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/20/2024CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------541370 MATSONT THOMAS MATSON09/07-09/1309/16/24 01 UMPIRE79-795-54-00-546290.00INVOICE TOTAL:90.00 *CHECK TOTAL:90.00D003705 MAYNARDL LAURENCE R. MAYNARD09/07-09/1309/16/24 01 UMPIRE79-795-54-00-5462170.00INVOICE TOTAL:170.00 *DIRECT DEPOSIT TOTAL:170.00D003706 MCCALLOA ASHLEY MCCALLOUGH09072409/07/24 01 REFEREE79-795-54-00-546250.00INVOICE TOTAL:50.00 *DIRECT DEPOSIT TOTAL:50.00D003707 OLEARYM MARTIN J. O'LEARY09082409/08/24 01 UMPRE79-795-54-00-5462150.00INVOICE TOTAL:150.00 *DIRECT DEPOSIT TOTAL:150.00541371 PILKINGP PAYTON M PILKINGTON09/07-09/1309/16/24 01 UMPIRE79-795-54-00-546245.00INVOICE TOTAL:45.00 *CHECK TOTAL:45.00D003708 SANDOVAA ANTONIO SANDOVALPage 4 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/17/24TIME: 09:28:59UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/20/2024CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003708 SANDOVAA ANTONIO SANDOVAL09/07-09/1309/16/24 01 UMPIRE79-795-54-00-5462150.00INVOICE TOTAL:150.00 *DIRECT DEPOSIT TOTAL:150.00D003709 SCHOUD DECLAN SCHOU09/07-09/1309/16/24 01 UMPIRE79-795-54-00-546235.00INVOICE TOTAL:35.00 *DIRECT DEPOSIT TOTAL:35.00541372 TATET TOM TATE09/7-09/1309/16/24 01 UMPIRE79-795-54-00-5462125.00INVOICE TOTAL:125.00 *CHECK TOTAL:125.00541373 TOMBLINC CHARLES TOMBLINSON09/7-09/1309/16/24 01 UMPIRE79-795-54-00-546275.00INVOICE TOTAL:75.00 *CHECK TOTAL:75.00541374 WASONG GERALD WASON09122409/12/24 01 UMPIRE79-795-54-00-5462168.00INVOICE TOTAL:168.00 *CHECK TOTAL:168.00541375 WASSERBN NATALIE WASSERBERGPage 5 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/17/24TIME: 09:28:59UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/20/2024CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------541375 WASSERBN NATALIE WASSERBERG09/7-09/1309/16/24 01 RERFEREE79-795-54-00-5462150.00INVOICE TOTAL:150.00 *CHECK TOTAL:150.001,506.001,100.00TOTAL CHECKS PAID: TOTAL DIRECT DEPOSITS PAID: TOTAL AMOUNT PAID:2,606.00Page 6 of 55 DATE: 09/25/24 UNITED CITY OF YORKVILLE TIME: 15:39:52 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECKINVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900153 FNBO FIRST NATIONAL BANK OMAHA 09/25/24092424-B.OLSON 08/31/24 01 ZOOM-7/23-8/22 USER FEES 01-110-54-00-5462 189.95INVOICE TOTAL: 189.95 *092524-A.SIMMONS 08/31/24 01 GOTO-08/01-08/31 PHONE SERVICE 01-110-54-00-5440 170.7102 GOTO-08/01-08/31 PHONE SERVICE 01-220-54-00-5440 170.7103 GOTO-08/01-08/31 PHONE SERVICE 01-120-54-00-5440 85.3504 GOTO-08/01-08/31 PHONE SERVICE 79-795-54-00-5440 170.7105 GOTO-08/01-08/31 PHONE SERVICE 01-210-54-00-5440 853.5506 VERIZON-7/2-8/1 IN CAR UNITS 01-210-54-00-5440 648.1807 QUADIENT-8/24-11/27 POSTAGE 01-120-54-00-5485 241.8008 MACHINE LEASE ** COMMENT **09 COMCAST-7/20-8/19 INTERNET AT 01-110-54-00-5440 98.3810 651 PRAIRIE POINTE ** COMMENT **11 COMCAST-7/20-8/19 INTERNET AT 01-220-54-00-5440 87.4512 651 PRAIRIE POINTE ** COMMENT **13 COMCAST-7/20-8/19 INTERNET AT 01-120-54-00-5440 43.7314 651 PRAIRIE POINTE ** COMMENT **15 COMCAST-7/20-8/19 INTERNET AT 79-790-54-00-5440 87.4516 651 PRAIRIE POINTE ** COMMENT **17 COMCAST-7/20-8/19 INTERNET AT 01-210-54-00-5440 437.2518 651 PRAIRIE POINTE ** COMMENT **19 COMCAST-7/20-8/19 INTERNET AT 79-795-54-00-5440 87.4520 651 PRAIRIE POINTE ** COMMENT **21 ADS-ALARM WORK DONE AT 610 24-216-54-00-5440 759.6122 TOWER LANE BETWEEN 7/25-8/6 ** COMMENT **INVOICE TOTAL: 3,942.33 *092524-B.BEHRENS 08/30/24 01 MENARDS#080124-TOGGLE SWITCH 01-410-56-00-5620 6.5802 MENARDS#080524-FLAME LIGHTER, 01-410-56-00-5620 20.4503 SPLICE, GROMMETS, THERM RINGS ** COMMENT **INVOICE TOTAL: 27.03 *092524-B.BLYSTONE 08/31/24 01 AMAZON-DESK LAMPS 01-110-56-00-5610 49.9802 IML-ATTORNEY SEMINAR-TRANSIER 01-110-54-00-5412 225.0003 IML-CONFERENCE 01-110-54-00-5412 250.0004 REGISTRATION-TRANSIER ** COMMENT **INVOICE TOTAL: 524.98 *092524-B.CREADEUR 08/31/24 01 RED WING-WORK BOOTS 01-210-56-00-5620 319.98INVOICE TOTAL: 319.98 *092524-B.VALLES 08/31/24 01 STARTER GRIP 01-410-56-00-5620 35.99INVOICE TOTAL: 35.99 *092524-C.PRUITT 08/31/24 01 BASSETT-BASSETT TRAINING 79-795-54-00-5412 12.99INVOICE TOTAL: 12.99 *Page 7 of 55 DATE: 09/25/24 UNITED CITY OF YORKVILLE TIME: 15:39:52 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECKINVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900153 FNBO FIRST NATIONAL BANK OMAHA 09/25/24092524-D.BROWN 08/31/24 01 AMAZON-TONER 51-510-56-00-5620 75.3502 MENARDS#080624-REPLACEMENT 51-510-56-00-5638 10.2703 HANDLE ** COMMENT **04 HOME DEPO-KEYS 51-510-56-00-5620 17.8505 HOME DEPO-CLOROX 51-510-56-00-5620 14.5606 MENARDS#082024-BLEACH 51-510-56-00-5620 21.54INVOICE TOTAL: 139.57 *092524-D.HENNE 08/31/24 01 SHERWIN WILLIAMS-PAINT 01-410-56-00-5640 40.0002 SHERWIN WILLIAMS-PAINT 01-410-56-00-5640 18.9903 MENARDS#073124-BAG STRAINER 01-410-56-00-5640 14.9504 MENARDS#080624-W&H KILLER 01-410-56-00-5620 19.8505 MENARDS#080924-BEE FOAM 01-410-56-00-5620 23.88INVOICE TOTAL: 117.67 *092524-D.SMITH 08/31/24 01 NEWSTRIPE-OUTLET VALVE KIT 79-790-56-00-5640 134.0002 MENARDS#082624-W&H KILLER 79-790-56-00-5620 29.1203 MENARDS#082024-BRUSH, ROLLER 79-790-56-00-5640 22.9204 COVERS, TRAY LINER ** COMMENT **05 MENARDS#081924-AKINAFLEX 79-790-56-00-5640 33.9406 HOME DEPO-TRIM KIT 79-790-56-00-5640 9.8107 MENARDS#081224-MOULDING BAR 25-225-60-00-6020 28.9808 MENARDS#081224-MASON SAND 79-790-56-00-5640 10.3609 JOHN DEERE-FILTERS 79-790-56-00-5640 129.3910 HOME DEPO-BEECHER ROOF REPAIR 25-225-60-00-6020 240.0711 SUPPLIES ** COMMENT **12 RURAL KING-CABLE TIES 79-790-56-00-5646 38.9713 RURAL KING-CABLE TIES 79-790-56-00-5646 38.9714 MENARDS#073024-SHINGLES 25-225-60-00-6020 145.9615 MENARDS#073024-ROOFING 79-790-56-00-5640 1,385.3116 MATERIALS ** COMMENT **INVOICE TOTAL: 2,247.80 *092524-E.DHUSE 08/31/24 01 AMAZON-DISPOSABLE GLOVES 01-410-56-00-5620 333.1502 AMAZON-DISPOSABLE GLOVES 51-510-56-00-5620 333.1503 AMAZON-DISPOSABLE GLOVES 52-520-56-00-5620 333.15INVOICE TOTAL: 999.45 *092524-E.HERNANDEZ 08/31/24 01 MENARDS#073024-MORTAR MIX 01-410-56-00-5620 35.92INVOICE TOTAL: 35.92 *092524-E.WILLRETT 08/31/24 01 PHYSICIANS CARE-DRUG SCREENING 79-790-54-00-5462 225.0002 PDQ-SUBSCRIPTION RENEWAL 01-640-54-00-5450 1,338.7503 AMAZON-COMPUTER ACCESSORIES 01-640-54-00-5450 169.9904 FV OCCUPATIONAL-DRUG TESTS 82-820-54-00-5462 40.00Page 8 of 55 DATE: 09/25/24 UNITED CITY OF YORKVILLE TIME: 15:39:52 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECKINVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900153 FNBO FIRST NATIONAL BANK OMAHA 09/25/24092524-E.WILLRETT 08/31/24 05 FV OCCUPATIONAL-DRUG TESTS 01-120-54-00-5462 80.0006 FV OCCUPATIONAL-DRUG TESTS 51-510-54-00-5462 320.00INVOICE TOTAL: 2,173.74 *092524-G.HASTINGS 08/31/24 01 ICCI-CERTIFICATE RENEWAL 01-220-54-00-5412 125.0002 RED WING-WORK BOOTS 01-220-56-00-5620 339.97INVOICE TOTAL: 464.97 *092524-G.JOHNSON 08/31/24 01 HOME DEPO-UTILITY KNIVES 51-510-56-00-5665 34.7302 AMAZON-RULERS 51-510-56-00-5620 10.80INVOICE TOTAL: 45.53 *092524-G.STREFFENS 08/31/24 01 NAPA#371229-FILTERS 52-520-56-00-5628 87.3602 NAPA#37097-PANEL FILTER 52-520-56-00-5628 68.5003 NAPA#371933-UREA DEF FILTER 52-520-56-00-5628 71.8904 NAPA#3712497-FILTERS 51-510-56-00-5628 35.7005 HOME DEPO-BATTERY,REACH TOOL 52-520-56-00-5630 278.0006 MENARDS#080224-BATTERIES 52-520-56-00-5620 17.7407 MENARDS#081324-STRAW, KEY RING 52-520-56-00-5620 23.2408 MENARDS#080824-FILE, END CAP 52-520-56-00-5620 9.2809 MENARDS#080824-DRILL BITS, 52-520-56-00-5620 90.3610 HANGER, BOLTS, BLADES, SCREWS ** COMMENT **INVOICE TOTAL: 682.07 *092524-J.ANDERSON 08/31/24 01 MENARDS#080224-COTTER PIN 79-790-56-00-5620 1.98INVOICE TOTAL: 1.98 *092524-J.BAUER 08/31/24 01 ILAWWA-SANITARY LIFT STATION 52-520-54-00-5412 144.0002 & BOOSTER PUMP TRAINING FOR 3 ** COMMENT **03 PEOPLE ** COMMENT **INVOICE TOTAL: 144.00 *092524-J.BEHLAND 08/31/24 01 IN TOWN STORAGE-MONTHLY 01-220-54-00-5485 308.0002 STORAGE UNIT ** COMMENT **03 SHAW-UB CLERK AD 01-120-54-00-5462 640.4404 SHAW-LIBRARY VACANCY NOTICE 01-110-54-00-5426 225.0005 EASTERN-2024 MUNICIPAL CLERK 01-110-54-00-5412 715.0006 INSTITUTE REGISTRATION ** COMMENT **INVOICE TOTAL: 1,888.44 *092524-J.GALAUNER 08/31/24 01 BSN#926403882-BASEBALL COACHES 79-795-56-00-5606 3,495.0002 SHIRTS AND HATS ** COMMENT **03 BSN#926420974-BASEBALL JERSEYS 79-795-56-00-5606 1,058.7504 BSN#926420973-BASEBALL JERSEYS 79-795-56-00-5606 1,193.5005 BSN#926420971-BASEBALL JERSEYS 79-795-56-00-5606 1,617.00Page 9 of 55 DATE: 09/25/24 UNITED CITY OF YORKVILLE TIME: 15:39:52 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECKINVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900153 FNBO FIRST NATIONAL BANK OMAHA 09/25/24092524-J.GALAUNER 08/31/24 06 BSN#926420976-BASEBALL JERSEYS 79-795-56-00-5606 1,501.5007 BSN#926420975-BASEBALL JERSEYS 79-795-56-00-5606 1,520.7508 BSN#926420972-BASEBALL JERSEYS 79-795-56-00-5606 1,386.0009 BSN#926420970-BASEBALL JERSEYS 79-795-56-00-5606 1,232.0010 BSN#926420969-SOCCER COACHES 79-795-56-00-5606 1,175.5011 SHIRTS ** COMMENT **12 BSN#925968116-PITCHING RUBBERS 79-795-56-00-5606 165.0013 TEES ** COMMENT **14 BASSET-BASET TRAINING 79-795-54-00-5412 12.99INVOICE TOTAL: 14,357.99 *092524-J.JACKSON 08/31/24 01 MENARDS#073124-HASP, KNIFE 52-520-56-00-5620 17.4702 MENARDS#073024-ELECTRICAL TAPE 52-520-56-00-5620 6.9903 MENARDS#080924-CLEANING WIPES 52-520-56-00-5620 15.6304 MENARDS#081524-BUG STOP 52-520-56-00-5620 13.48INVOICE TOTAL: 53.57 *092524-J.JENSEN 08/31/24 01 MCALISTERS-GRAD LUNCH 01-210-54-00-5415 28.2402 PARADISE-CAR WASH 01-210-54-00-5495 32.00INVOICE TOTAL: 60.24 *092524-J.NAVARRO 08/31/24 01 GLOBAL-EMERGENCY LIGHT 24-216-56-00-5656 135.5402 AMAZON-LOCK LUBE 24-216-56-00-5656 22.2203 AMAZON-LED LIGHT TUBES 24-216-56-00-5656 117.5104 AMAZON-WATER CLOSET CONTROL 24-216-56-00-5656 165.0005 MODULE ** COMMENT **06 AMAZON-SEALANT 24-216-56-00-5656 165.2507 WATER SERVICES-WATER REPAIR 24-216-54-00-5446 115.0008 PHOENIX-COOKING EXHAUST 24-216-54-00-5446 840.0009 SYSTEM ** COMMENT **10 AMAZON-COLD CONTROL KIT 24-216-56-00-5656 37.2211 AMAZON-RETURNED LOCK LUBE 24-216-56-00-5656 -13.55INVOICE TOTAL: 1,584.19 *092524-J.PETRAGALLO 08/30/24 01 QUICK LANE-OIL CHANGE 01-220-54-00-5490 63.3202 RED WING-WORK BOOTS 01-220-56-00-5620 299.9803 MENARDS#082124-WATER 01-220-56-00-5620 23.92INVOICE TOTAL: 387.22 *092524-J.SLEEZER 08/31/24 01 MENARDS#081324-POWER GRAB 01-410-56-00-5620 4.9902 MENARDS#080824-LED TEST BREAK 01-410-56-00-5620 11.9903 MENARDS#082624-STRAW 01-410-56-00-5640 77.8804 STEVENS-STAFF SHIRTS 01-410-56-00-5600 103.00INVOICE TOTAL: 197.86 *092524-J.WEISS 08/31/24 01 AMAZON-LABELS, BALLOONS 82-820-56-00-5671 42.56Page 10 of 55 DATE: 09/25/24 UNITED CITY OF YORKVILLE TIME: 15:39:52 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECKINVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900153 FNBO FIRST NATIONAL BANK OMAHA 09/25/24092524-J.WEISS 08/31/24 02 DOLLAR TREE-FOAM BOARD, 82-000-24-00-2480 16.2503 PAINT, BRUSHES SET, CUP ** COMMENT **04 HOLDER, BASKETS ** COMMENT **05 AMAZON-TATTOOS, BOOK 82-820-56-00-5671 41.88INVOICE TOTAL: 100.69 *092524-K.BALOG 08/31/24 01 ECHOVITA-SYMPATHY FLOWERS 01-210-56-00-5650 137.0002 AMAZON-YEAR STICKERS 01-210-56-00-5610 31.2603 AMAZON-COPY PAPER, PAPER 01-210-56-00-5610 460.9804 CLIPS, NOTE PADS, LETTER ** COMMENT **05 OPENERS, CARDSTOCK, BINDER ** COMMENT **06 CLIPS, PAPER CLIPS, PENS, CLIP ** COMMENT **07 BOARDS, USB DRIVES, TISSUES ** COMMENT **08 AMAZON-TRAFFIC CONES 01-210-56-00-5620 108.9009 COMCAST-08/15-09/14 INTERNET 24-216-54-00-5446 830.0010 SHREDIT-JUL 2024 SHREDDING 01-210-54-00-5462 257.6111 ACCURINT-JUL 2024 SEARCHES 01-210-54-00-5462 200.0012 CNA SURETY-BOND RENEWAL 01-210-54-00-5462 30.00INVOICE TOTAL: 2,055.75 *092524-K.BARKSDALE 08/31/24 01 ADOBE-MONTHLY CREATIVE CLOUD 01-220-54-00-5462 59.9902 FEE ** COMMENT **INVOICE TOTAL: 59.99 *092524-K.GREGORY 08/30/24 01 FACEBOOK-RIVER FEST ADS 79-795-54-00-5426 50.0002 PANERA-NBC SUPPLIES 01-110-56-00-5610 41.1503 BASSET-BASSET TRAINING 79-795-54-00-5412 12.99INVOICE TOTAL: 104.14 *092524-K.IHRIG 08/31/24 01 DOLLAR TREE-FUNNEL SET,SPOONS 79-795-56-00-5606 2.5002 TARGET-SCIENCE CAMP SUPPLIES 79-795-56-00-5606 85.2603 TARGET-SCIENCE CAMP SUPPLIES 79-795-56-00-5606 58.9804 LAKESHORE-RETURNED SUPPLIES 79-795-56-00-5606 -1.2905 LAKESHORE-DECORATIONS 79-795-56-00-5606 116.7406 LAKESHORE-DECORATIONS 79-795-56-00-5606 239.5107 AMAZON-CRAFT SUPPLIES 79-795-56-00-5606 96.9408 LAKESHORE-DECORATIONS 79-795-56-00-5606 47.2609 AMAZON-DECORATIONS 79-795-56-00-5606 28.4810 TARGET-VELCRO 79-795-56-00-5606 8.4911 TARGET-VELCRO 79-795-56-00-5606 5.6612 AMAZON-MAGNETS,STICKERS,ROCKS, 79-795-56-00-5606 238.8013 DOUGH,CLOTHPINS,ZIPLOCK BAGS,S ** COMMENT **14 BASSET-BASSET TRAINING 79-795-54-00-5412 14.25INVOICE TOTAL: 941.58 *092524-K.JONES 08/31/24 01 AMPERAGE#2098145-LAMPS,TORKS 23-230-56-00-5642 91.44Page 11 of 55 DATE: 09/25/24 UNITED CITY OF YORKVILLE TIME: 15:39:52 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECKINVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900153 FNBO FIRST NATIONAL BANK OMAHA 09/25/24092524-K.JONES 08/31/24 02 AMPERAGE#2098158-LAMPS 23-230-56-00-5642 186.1203 AMPERAGE#2100579-LAMPS,TORKS 23-230-56-00-5642 306.9604 AMPERAGE#2103861-LOCKNUTS,STEE 23-230-56-00-5642 200.2005 L PENNY,NIPPLES,GROUND BUSHING ** COMMENT **06 ARNESON#250701-JUL 2024 GAS 01-410-56-00-5695 153.4307 ARNESON#250701-JUL 2024 GAS 51-510-56-00-5695 153.4308 ARNESON#250701-JUL 2024 GAS 52-520-56-00-5695 153.4409 ARNESON#250702-JUL 2024 DIESEL 01-410-56-00-5695 213.0610 ARNESON#250702-JUL 2024 DIESEL 51-510-56-00-5695 213.0611 ARNESON#250702-JUL 2024 DIESEL 52-520-56-00-5695 213.0612 ARNESON#244747-JUL 2024 GAS 01-410-56-00-5695 317.0213 ARNESON#244747-JUL 2024 GAS 51-510-56-00-5695 317.0214 ARNESON#244747-JUL 2024 GAS 52-520-56-00-5695 317.0115 AQUAFIX#13834-VITASTIM GREASE 52-520-56-00-5613 1,118.3616 METRO INDUSTRY#64060-METRO 52-520-54-00-5444 360.0017 CLOUD DATA SERVICE FOR LIFT ** COMMENT **18 STATIONS ** COMMENT **19 AURORA-MAY 2024 WATER TESTING 51-510-54-00-5429 21.0020 AURORA-JUN 2024 WATER TESTING 51-510-54-00-5429 63.0021 ARNESON#244780-JUL 2024 DIESEL 01-410-56-00-5695 144.5722 ARNESON#244780-JUL 2024 DIESEL 51-510-56-00-5695 144.5723 ARNESON#244780-JUL 2024 DIESEL 52-520-56-00-5695 144.5624 ARNESON#244777-JUL 2024 GAS 01-410-56-00-5695 162.6125 ARNESON#244777-JUL 2024 GAS 51-510-56-00-5695 162.6126 ARNESON#244777-JUL 2024 GAS 52-520-56-00-5695 162.6127 ARNESON#244778-JUL 2024 DIESEL 01-410-56-00-5695 541.1928 ARNESON#244778-JUL 2024 DIESEL 51-510-56-00-5695 541.1929 ARNESON#244778-JUL 2024 DIESEL 52-520-56-00-5695 541.1830 UNIFIRST#851767-FIRST AID 52-520-56-00-5620 115.3731 SUPPLIES ** COMMENT **32 CINTAS#OF94083231-QUARTERLY 51-510-54-00-5445 301.0033 MONITORING AT 610 TOWER ** COMMENT **34 WATER PRODUCTS-COUPLING, CURB 51-510-56-00-5640 1,270.2035 STOPS, COPPER TUBE ** COMMENT **36 ARNESON#245210-JUL 2024 DIESEL 01-410-56-00-5695 149.1437 ARNESON#245210-JUL 2024 DIESEL 51-510-56-00-5695 149.1438 ARNESON#245210-JUL 2024 DIESEL 52-520-56-00-5695 149.1539 ARNESON#245211-JUL 2024 GAS 01-410-56-00-5695 225.3340 ARNESON#245211-JUL 2024 GAS 51-510-56-00-5695 225.3341 ARNESON#245211-JUL 2024 GAS 52-520-56-00-5695 225.3342 FURGUSON-MARKING PAINT 01-410-56-00-5665 982.7943 GJOVIKS#445429-BRAKE REPAIR 01-410-54-00-5490 533.5044 WATER PRODUCTS#0323884-BUTYL 51-510-56-00-5640 60.0045 RUBBER ** COMMENT **46 WELDSTAR-CYLINDER RENTAL 01-410-54-00-5485 76.80Page 12 of 55 DATE: 09/25/24 UNITED CITY OF YORKVILLE TIME: 15:39:52 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECKINVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900153 FNBO FIRST NATIONAL BANK OMAHA 09/25/24092524-K.JONES 08/31/24 47 WELDSTAR-NITROGEN 01-410-54-00-5485 68.0448 ARNESON#251975-JUL 2024 GAS 01-410-56-00-5695 66.2149 ARNESON#251975-JUL 2024 GAS 51-510-56-00-5695 66.2150 ARNESON#251975-JUL 2024 GAS 52-520-56-00-5695 66.2051 WATER PRODUCTS#0324007-FLANGE 51-510-56-00-5640 410.4052 CINTAS#OF94083233-QUARTERLY 51-510-54-00-5445 301.0053 MONITORING AT 3299 LEHMAN ** COMMENT **54 CINTAS#OF94083232--QUARTERLY 51-510-54-00-5445 301.0055 MONITORING AT 2224 TREMONT ** COMMENT **56 AMPERAGE#2110044-STRESSCRETE 23-230-56-00-5642 3,378.42INVOICE TOTAL: 16,063.26 *092524-M.BARBANENTE 08/31/24 01 HOBBY LOBBY-PAPER CRAFTS 79-795-56-00-5606 16.0802 TARGET-CLEANING SUPPLIES 79-795-56-00-5606 80.7303 YORK ACE-KEYS 79-795-56-00-5606 15.9604 TARGET-SHELVES, BOOKS 79-795-56-00-5606 40.4505 HOBBY LOBBY-PAPER CRAFTS 79-795-56-00-5606 5.3606 TARGET-SHELVES,TAPE,CONNECTORS 79-795-56-00-5606 31.8607 HOBBY LOBBY-CLASSROOM DECOR 79-795-56-00-5606 19.4908 HOBBY LOBBY-CLASSROOM DECOR 79-795-56-00-5606 30.50INVOICE TOTAL: 240.43 *092524-M.CARYLE 08/31/24 01 IACP-ANNUAL CONFERENCE 01-210-54-00-5412 500.0002 REGISTRATION ** COMMENT **03 AIRGAS-CARBON DIOXIDE 01-210-56-00-5620 110.3904 GJOVIKS#444464-OIL CHANGE 01-210-54-00-5495 58.4305 GJOVIKS#444482-OIL CHANGE 01-210-54-00-5495 42.0006 GJOVIKS#444279-OIL CHANGE 01-210-54-00-5495 40.3808 GJOVIKS#444273-SQUAD REPAIR 01-210-54-00-5495 1,715.7209 GJOVIKS#444902-TIRES REPLACED 01-210-54-00-5495 667.2310 GJOVIKS#444076-AC RECHARGE 01-210-54-00-5495 234.9111 GJOVIKS#444386-BRAKE REPAIR, 01-210-54-00-5495 3,463.6012 COOLANT LEAK REPAIR, REPLACE ** COMMENT **13 FRONT CONTROL ARMS ** COMMENT **14 GJOVIKS#445071-REPLACE 01-210-54-00-5495 388.1215 ACTUATORS ** COMMENT **16 GALLS-WORK BOOTS 01-210-56-00-5600 174.9517 HAMPTON INN-CONFERENCE 01-210-54-00-5415 307.8018 LODGING ** COMMENT **INVOICE TOTAL: 7,703.53 *092524-M.CISIJA 08/31/24 01 TARGET-ARTIFICIAL PLANTS 01-110-56-00-5610 32.5002 KENDALL PRINT-NAME PLATE 01-110-56-00-5610 21.9003 AMAZON-BUSINESS CARD HOLDER 01-110-56-00-5610 53.79INVOICE TOTAL: 108.19 *Page 13 of 55 DATE: 09/25/24 UNITED CITY OF YORKVILLE TIME: 15:39:52 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECKINVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900153 FNBO FIRST NATIONAL BANK OMAHA 09/25/24092524-M.CURTIS 08/31/24 01 AMAZON-PAINTING CANVASES 82-820-56-00-5610 39.58INVOICE TOTAL: 39.58 *092524-M.MCGREGORY 08/31/24 01 JC LICHT-PAINT 51-510-56-00-5640 66.0002 MENARDS#073124-EXTENSION WAND, 51-510-56-00-5620 17.9503 HANGER ** COMMENT **04 MENARDS#073124-PVC PIPE,HANGER 51-510-56-00-5620 37.9105 MENARDS#082324-FISH TAPE, 51-510-56-00-5630 62.4706 UTILITY KNIVES,EXTENSION WAND ** COMMENT **INVOICE TOTAL: 184.33 *092524-M.NELSON 08/31/24 01 MENARDS#082924-WIPER BLADES, 01-210-54-00-5495 55.9002 REFRIGERANT ** COMMENT **INVOICE TOTAL: 55.90 *092524-M.SENG 08/31/24 01 YORK ACE-PURGE PUMP,FILTER 01-410-56-00-5640 22.9702 MENARDS#080724-MIXER,STRAINER 01-410-56-00-5640 34.9203 MENARDS#082124-STAPLER,STAPLES 01-410-56-00-5630 19.17INVOICE TOTAL: 77.06 *092524-M.WARD 08/31/24 01 AMAZON-BOOK 82-820-56-00-5686 20.59INVOICE TOTAL: 20.59 *092524-P.LANDA 08/31/24 01 MENARDS#082324-BATTERIES 79-790-56-00-5620 16.31INVOICE TOTAL: 16.31 *092524-P.MCMAHON 08/31/24 01 TARGET-WATER 01-210-56-00-5620 9.7702 EPOLICE SUPPLY-BADGES 01-210-56-00-5600 249.9503 KENDALL PRINT-12 CERTIFICATES 01-210-54-00-5430 10.0004 PF PETTINGBONE-1 PHOTO ID 01-210-54-00-5430 19.0005 O'HERRON-PANTS 01-210-56-00-5600 59.3606 KENDALL PRINT-4 TRAINING 01-210-54-00-5430 21.5507 MANUALS ** COMMENT **08 BADGE & WALLET-3 BADGES 01-210-56-00-5600 466.5009 O'HERRON-SERVICE UNIFORM- 01-210-56-00-5600 916.1410 VARGAS ** COMMENT **11 GALLS-NAME TAG 01-210-56-00-5600 22.1112 STEVENS-EMBROIDERY 01-210-56-00-5600 60.00INVOICE TOTAL: 1,834.38 *092524-P.RATOS 08/31/24 01 AMAZON-HEAD LIGHTS 01-220-54-00-5490 39.9902 ICC-BUILDING CODE PLAN BOOK 01-220-56-00-5620 35.9503 AMAZON-WORK GLOVES 01-220-56-00-5620 92.9704 AMAZON-WORK GLOVES 01-220-56-00-5620 165.9105 TRAIN I-R -MANAGING TOXIC 01-220-54-00-5412 145.00Page 14 of 55 DATE: 09/25/24 UNITED CITY OF YORKVILLE TIME: 15:39:52 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECKINVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900153 FNBO FIRST NATIONAL BANK OMAHA 09/25/24092524-P.RATOS 08/31/24 06 EMPLOYEES CONFERENCE ** COMMENT **07 REGISTRATION ** COMMENT **08 AMAZON-SMALL TOOL POUCHES 01-220-56-00-5620 21.9909 AMAZON-CIRCUIT BREAKER TOOL 01-220-56-00-5620 164.9410 KITS ** COMMENT **INVOICE TOTAL: 666.75 *092524-P.SCODRO 08/31/24 01 NAPA#371689-FILTERS 51-510-56-00-5628 47.3302 MENARDS#073124-FISH TAPE, 51-510-56-00-5620 87.4503 CABLE TIES, SEALING COMPOUND ** COMMENT **04 CULVERS-TRAINING MEAL 51-510-54-00-5415 11.2705 NAPA#372227-ABSORBANT 51-510-56-00-5620 38.9706 MENARDS#BATTERY 51-510-56-00-5630 149.0007 MENARDS#080124-BATTERY 51-510-56-00-5620 39.9908 INVERTER ** COMMENT **09 MENARDS#082324-PEAK HP 51-510-56-00-5620 113.9710 MENARDS#082324-BLEACH 51-510-56-00-5620 21.5411 MENARDS#082224-CLEANING FLUID 51-510-56-00-5620 19.96INVOICE TOTAL: 529.48 *092524-R.CONARD 08/31/24 01 MENARDS#081624-PVC ADAPTERS, 51-510-56-00-5620 72.1102 CAPS, BUSHING, TEES, PIPE ** COMMENT **03 CULVERS-TRAINING MEAL 51-510-54-00-5415 15.07INVOICE TOTAL: 87.18 *092524-R.FREDRICKSON 08/31/24 01 COMCAST-07/13-08/12 INTERNET 51-510-54-00-5440 119.8502 AT 610 TOWER OFC PLANT ** COMMENT **03 GFOA-ACCOUNTING CHANGES AND 01-120-54-00-5412 85.0004 ERROR CORRECTIONS WEBINAR ** COMMENT **05 GFOA-REVENUE POLICIES VIRTUAL 01-120-54-00-5412 315.0006 TRAINING ** COMMENT **07 COMCAST-07/15-08/14 INTERNET 79-795-54-00-5440 221.4808 AT 102 VAN EMMON ** COMMENT **09 NEWTEK-8/11-9/11 WEB HOSTING 01-640-54-00-5450 17.2110 COMCAST-07/29-08/28 SERVICES 79-790-54-00-5440 269.2211 AT 185 WOLF ** COMMENT **12 COMCAST-07/30-08/29 INTERNET 52-520-54-00-5440 31.5813 AT 610 TOWER ** COMMENT **14 COMCAST-07/30-08/29 INTERNET 01-410-54-00-5440 126.3215 AT 610 TOWER ** COMMENT **16 COMCAST-07/30-08/29 INTERNET 51-510-54-00-5440 78.9517 AT 610 TOWER ** COMMENT **18 GFOA-OVERVIEW OF PUBLIC 01-120-54-00-5412 315.0019 PROCUREMENT VIRTUAL TRAINING ** COMMENT **INVOICE TOTAL: 1,579.61 *Page 15 of 55 DATE: 09/25/24 UNITED CITY OF YORKVILLE TIME: 15:39:52 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECKINVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900153 FNBO FIRST NATIONAL BANK OMAHA 09/25/24092524-R.HODOUS 08/31/24 01 MENARDS#082724-CABLE TIES, 79-790-56-00-5620 121.6302 SPINDLES ** COMMENT **INVOICE TOTAL: 121.63 *092524-R.HORNER 08/31/24 01 MNEARDS#080124-MISC. 79-790-56-00-5640 396.1002 PLAYGROUND REPAIR SUPPLIES ** COMMENT **03 MENARDS#080224-COUPLING, ANGLE 79-790-56-00-5640 141.5304 SHOCK TREATMENT, CONNECTORS ** COMMENT **05 AMAZON-HYDRANT ADAPTER 79-790-56-00-5640 33.9606 AMAZON-RETURNED HITCH 79-790-56-00-5640 -1,041.9807 MENARDS#081524-RAINTREE 79-790-56-00-5620 1,149.9208 BRIDGE REPAIR SUPPLIES ** COMMENT **09 MENARDS#082124-RAINTREE 79-790-56-00-5640 574.0710 BRIDGE REAPIR SUPPLIES ** COMMENT **11 MENARDS#082324-RETURNED SCREWS 79-790-56-00-5640 -16.2912 HOME DEPO-EXTENSION CORDS 79-790-56-00-5640 48.5613 MENARDS#082724-LUG KIT 79-790-56-00-5640 17.9614 MENARDS#082324-SAW BLADES 79-790-56-00-5640 106.9615 PLAYGROUNG GUARDIAN-SOFTWARE 79-790-56-00-5620 2,000.0016 RENEWAL ** COMMENT **INVOICE TOTAL: 3,410.79 *092524-R.MIKOLASEK 08/31/24 01 IACP-ANNUAL CONFERENCE 01-210-54-00-5412 500.0002 REGISTRATION ** COMMENT **03 ILEAS-ANNUAL MEMBERSHIP DUES 01-210-54-00-5460 120.0004 JERSEY MIKES-MEALS 01-210-54-00-5415 51.88INVOICE TOTAL: 671.88 *092524-R.NILES 08/31/24 01 TARGET-GHOSTBUSTER SUPPLIES 79-795-56-00-5606 11.8802 MENARDS#080124-CONTRACTOR BAGS 79-795-56-00-5606 20.9803 DOLLAR TREE-TABLE CLOTHE 79-795-56-00-5606 1.2504 TARGET-BUNS 79-795-56-00-5607 15.0005 TARGET-BLEACH, VINEGAR 79-795-56-00-5606 30.14INVOICE TOTAL: 79.25 *092524-S.AUGUSTINE 08/31/24 01 AMAZON-BOOKS 82-000-24-00-2480 157.8502 VERDE-FINAL PROJECT PAYMENT- 82-820-54-00-5462 400.0003 SAMPLING/DIAGNOSIS ** COMMENT **04 AMAZON-MONTHLY PRIME FEE 82-820-54-00-5460 14.9905 AMAZON-LOST & FOUND TAGS 82-820-56-00-5610 63.9906 AMAZON-FILE FOLDERS 82-820-56-00-5610 5.9907 OLSSON-DIAGNOSTIC ON SPLITTING 82-820-54-00-5495 992.0008 JOINTS ** COMMENT **09 FAST FORWARD-50% OF STRATEGIC 82-820-54-00-5462 11,700.0010 PLANNING PROCESS ** COMMENT **Page 16 of 55 DATE: 09/25/24 UNITED CITY OF YORKVILLE TIME: 15:39:52 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECKINVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900153 FNBO FIRST NATIONAL BANK OMAHA 09/25/24092524-S.AUGUSTINE 08/31/24 11 AMAZON-FACE MASKS 82-820-56-00-5610 8.3012 AMAZON-TAPE,CORRECTION TAPE 82-820-56-00-5621 38.0013 AMAZON-CLEANING, DISINFECTING 82-820-56-00-5610 36.8814 WIPES ** COMMENT **INVOICE TOTAL: 13,418.00 *092524-S.IWANSKI 08/31/24 01 YORK POST-POSTAGE 82-820-54-00-5452 19.7302 MENARDS#082024-BATTERIES 82-820-56-00-5620 3.99INVOICE TOTAL: 23.72 *092524-S.MENDEZ 08/31/24 01 ILAPA-3 DAY CONFERENCE 01-220-54-00-5412 420.0002 REGISTRATION ** COMMENT **INVOICE TOTAL: 420.00 *092524-S.REDMON 08/31/24 01 AT&T UVERSE-TOWN SQUARE PARK 79-795-54-00-5440 146.5802 SIGN INTERNET ** COMMENT **03 4 IMPRINT-HOLIDAY RACE BEANIES 79-795-56-00-5606 457.7104 E-Z UP-POP UP TENTS 25-225-60-00-6060 515.0005 AMAZON-DRINKS 79-795-56-00-5606 104.3006 RUNCO-COPY PAPER 79-795-56-00-5610 137.9707 RUNCO-WIPES,PAPER TOWELS 79-795-56-00-5606 154.6908 RUNCO-TRASH BAGS 79-795-56-00-5640 26.2209 RUNCO-TRASH BAGS 79-795-56-00-5607 79.4910 WALMART-STRAWS 79-795-56-00-5606 15.8411 AMPERAGE#2105544-MOGULS 79-790-56-00-5640 33.9912 AMPERAGE#2109854-PHOTOCELLS 79-790-56-00-5640 129.6013 ARNESON#245212-JUL 2024 DIESEL 79-790-56-00-5695 247.5514 ARNESON#251900-AUG 2024 DIESEL 79-790-56-00-5695 365.4015 ARNESON#251901-AUG 2024 GAS 79-790-56-00-5695 1,073.2316 ARNESON#251977-JUL 2024 GAS 79-790-56-00-5695 1,076.7117 ARNESON#245213-JUL 2024 GAS 79-790-56-00-5695 1,226.5518 AMAZON-CUPS,BOTTLE OPENER 79-795-56-00-5602 61.0019 GOLD MEDAL#416802-NATIONAL 79-795-56-00-5606 941.3020 NIGHT OUT SUPPLIES ** COMMENT **22 AMAZON-MUSIC & MINGLE STICKERS 79-795-56-00-5602 28.9723 AMAZON-MUSIC & MINGLE STICKERS 79-795-56-00-5602 51.6524 AMAZON-MUSIC & MINGLE STICKERS 79-795-56-00-5602 30.3725 AMAZON-BACK DROP ARCHES 25-225-60-00-6060 263.9626 4 IMPRINT-RACE BEANIES 79-795-56-00-5606 694.5227 AMAZON-BREW & BBQ SUPPLIES 79-795-56-00-5602 123.1728 SAMS-BUNS 79-795-56-00-5607 25.0629 EVENTBRITE-ILLINOIS PADDLING 79-795-54-00-5412 110.4030 COUNCIL DINNER ** COMMENT **31 REGISTRATION-WILBERG & LANE ** COMMENT **32 WALMART-BEER TENT SUPPLIES 79-795-56-00-5602 84.82Page 17 of 55 DATE: 09/25/24 UNITED CITY OF YORKVILLE TIME: 15:39:52 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECKINVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900153 FNBO FIRST NATIONAL BANK OMAHA 09/25/24092524-S.REDMON 08/31/24 33 AMAZON-BACKDROP ARCHES 25-225-60-00-6060 87.9934 WALMART-BUNS 79-795-56-00-5607 4.3835 WALMART-ICEJUICE 79-795-56-00-5606 13.4836 SAMS-RETURNED DRINKS 79-795-56-00-5606 -75.6837 SHAWS TENT-TENT RENTAL 79-795-56-00-5602 4,100.0038 AMAZON-DRINK SUPPLIES 79-795-56-00-5602 49.4439 AMAZON-CRICUT SUPPLIES 79-795-56-00-5606 69.9340 AMAZON-HOMETOWN DAY ACTIVITY 79-795-56-00-5602 42.9941 SUPPLIES ** COMMENT **42 AMAZON-POPUP TENTS 25-225-60-00-6060 892.2043 JACKSON-HIRSH-LAMINATING 79-795-56-00-5602 221.9844 RUNCO-PAPER, MARKERS, TAPE, 79-795-56-00-5602 158.3545 CLEANER, RETRACTABLE KNIVES, ** COMMENT **46 PENS, TOWELS ** COMMENT **47 RUNCO-PAPER TOWELS 79-795-56-00-5602 30.9248 TARGET-DRINKS,CLEANING 79-795-56-00-5602 73.4049 SUPPLIES ** COMMENT **50 SENIOR SERVICES-STAFF FOOD 79-795-56-00-5606 210.0051 CAROUSEL SOUND-CAR SHOW DJ 79-795-56-00-5602 500.0052 CASEYS-ICE 79-795-56-00-5607 48.4053 WALMART-ICE CREAM, STRING 79-795-56-00-5606 75.43INVOICE TOTAL: 14,709.26 *092524-S.REMUS 08/31/24 01 FAIRYTALE-HOMETOWN DAYS 79-795-56-00-5602 4,075.0002 CHARACTERS ** COMMENT **03 BASSET-BASSET TRAINING 79-795-54-00-5412 12.99INVOICE TOTAL: 4,087.99 *092524-S.SENDRA 08/30/24 01 AMAZON-NNO SUPPLIES REFUND 79-795-56-00-5606 -75.6102 MENARDS#081724-DOWELS, HOOKS 79-795-56-00-5606 13.0503 AMAZON-STRAWS 79-795-56-00-5602 51.9604 AMAZON-STRAWS 79-795-56-00-5602 59.8505 AMAZON-ARCH & BACKDROP COVERS 79-795-56-00-5602 280.1906 AMAZON-RETURNED COVERS 79-795-56-00-5606 -35.9907 AMAZON-NAME STICKERS 79-795-56-00-5602 19.5908 AMAZON-STICKERS 79-795-56-00-5602 31.6009 AMAZON-BALLOON ARCH KIT 79-795-56-00-5606 69.9510 AMAZON-COVERS 79-795-56-00-5602 87.7811 AMAZON-BALLOON ARCH KITS 79-795-56-00-5602 90.8812 HOBBY LOBBY-PAPER CRAFTS 79-795-56-00-5602 38.94INVOICE TOTAL: 632.19 *092524-S.SLEEZER 08/31/24 01 GROUND EFFECT#498290-MULCH 79-790-56-00-5640 1,670.5002 LINEX-TRUCK BED LINER 79-790-54-00-5495 780.0003 HOME DEPO-ROOF SPRAY 25-225-60-00-6020 78.94Page 18 of 55 DATE: 09/25/24 UNITED CITY OF YORKVILLE TIME: 15:39:52 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECKINVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900153 FNBO FIRST NATIONAL BANK OMAHA 09/25/24092524-S.SLEEZER 08/31/24 04 HOME DEPO-GUTTER APRON 25-225-60-00-6020 50.5205 MENARDS#080724-FLASHING 25-225-60-00-6020 10.9906 MENARDS#080824-CONCRETE MIX 79-790-56-00-5640 217.6007 GROUND EFFECT#498826-ADHESIVE, 79-790-56-00-5640 55.7008 CLEANER ** COMMENT **09 MENARDS#081224-CONTRACTOR BAGS 79-790-56-00-5620 702.8310 GROUND EFFECT#498878-PLAYMAT 79-790-56-00-5640 1,624.0011 STEVENS-STAFF SHIRTS 79-790-56-00-5620 546.0012 MENARDS#072924-TOUCH KEYPAD, 79-790-56-00-5640 142.7113 EPOXY ** COMMENT **14 SAMS-HOT DOGS, BUNS, CHIPS, 79-795-56-00-5602 425.2315 CONDIMENTS, HAMBURGERS, BRATS ** COMMENT **INVOICE TOTAL: 6,305.02 *092524-T.EVANS 08/31/24 01 BASSET-BASSET TRAINING 79-795-54-00-5412 14.25INVOICE TOTAL: 14.25 *092524-T.LOWRY 08/31/24 01 MENARDS#082324-RETURN CREDIT 79-790-56-00-5640 -26.9102 MENARDS#080524-MOTAR MIX 79-790-56-00-5640 31.2503 MENARDS#081324-NUTS,BOLTS,HOSE 79-790-56-00-5640 50.7004 MENARDS#082024-HOSE, SCREWS 79-790-56-00-5640 78.79INVOICE TOTAL: 133.83 *092524-T.MILSCHEWSKI 08/31/24 01 ILLCO-FILTERS 82-820-54-00-5495 148.9502 ILLCO-HARDWARE 24-216-56-00-5656 184.6503 ILLCO-FILTERS 24-216-56-00-5656 355.5204 MENARDS#082024-POST SUPPORTS 24-216-56-00-5656 29.9805 MENARDS#082024-HOLE SAW,BITS 24-216-56-00-5656 19.1406 MENARDS#081624-PVC PIPE, 24-216-56-00-5656 83.4507 COUPLING, ADHESIVE ** COMMENT **08 MENARDS#082124-TRANSMITTER, 24-216-56-00-5656 37.1709 VINEGAR ** COMMENT **10 MENARDS#082124-ADHESIVE 24-216-56-00-5656 6.3611 MENARDS#073024-SPRAY PAINT 24-216-56-00-5656 6.9812 MENARDS#081324-BATTERIES 24-216-56-00-5656 50.9113 MENARDS#081224-DOWNSPOUT 24-216-56-00-5656 16.4814 MENARDS#081424-PIPE, ELBOWS 24-216-56-00-5656 19.3515 MENARDS#072924-REFLECTIVE 24-216-56-00-5656 3.9216 LETTERS ** COMMENT **INVOICE TOTAL: 962.86 *092524-T.SCOTT 08/31/24 01 MENARDS#082124-BRUSH 79-790-56-00-5630 5.9402 MENARDS#081224-SHINGLES 79-790-56-00-5640 79.78INVOICE TOTAL: 85.72 *092524-UCOY 08/31/24 01 ATI-ELECTRICAL EQUIPMENT FOR 79-795-56-00-5602 1,648.73Page 19 of 55 DATE: 09/25/24 UNITED CITY OF YORKVILLE TIME: 15:39:52 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECKINVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900153 FNBO FIRST NATIONAL BANK OMAHA 09/25/24092524-UCOY 08/31/24 02 HOMETOWN DAYS ** COMMENT **INVOICE TOTAL: 1,648.73 *092527-T.HOULE 08/31/24 01 NAPA#371102-MOTOR OIL 79-790-56-00-5640 39.9602 NAPA#370781-MOTOR OIL 79-790-56-00-5640 119.8803 NAPA#370902-TACKY GREASE 79-790-56-00-5640 92.9004 R&P CARRIAGES-AXEL, BOLTS, 79-790-56-00-5640 348.0005 REBUILT KIT, SPRINGS ** COMMENT **06 FLATSOS#32527-2 TIRES 79-790-54-00-5495 166.66INVOICE TOTAL: 767.40 *92524-G.NELSON 08/31/24 01 AMAZON-BATTERIES 01-220-56-00-5620 30.4802 AMAZON-FILE FOLDERS 01-220-56-00-5610 65.3803 AMAZON-PAPER CLIPS, PENS, 01-220-56-00-5610 40.6404 BUSINESS CARD HOLDER ** COMMENT **INVOICE TOTAL: 136.50 *CHECK TOTAL: 110,733.21TOTAL AMOUNT PAID: 110,733.21Page 20 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/25/24TIME: 10:24:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/26/2024CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003716 ANTPLACE ANTHONY PLACE YORKVILLE LPOCT 202409/25/24 01 CITY OF YORKVILLE HOUSING 01-640-54-00-5427946.0002 ASSISTANCE PROGRAM RENT** COMMENT **03 REIMBURSEMENT FOR OCT 2024** COMMENT **INVOICE TOTAL:946.00 *DIRECT DEPOSIT TOTAL:946.00TOTAL CHECKS PAID:0.00TOTAL DEPOSITS PAID:946.00TOTAL AMOUNT PAID:946.00Page 21 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/25/24TIME: 09:02:41UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/27/2024CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------541377 ASHMOREE EARL ASHMORE09142409/14/24 01 REFEREE79-795-54-00-5462100.00INVOICE TOTAL:100.00 *CHECK TOTAL:100.00541378 BARONA ALEXANDER JAMES BARON09/14-09/2009/24/24 01 UMPIRE79-795-54-00-5462145.00INVOICE TOTAL:145.00 *CHECK TOTAL:145.00541379 CALHOUNC CAMDEN CALHOUN09/14-09/2009/24/24 01 UMPIRE79-795-54-00-546290.00INVOICE TOTAL:90.00 *CHECK TOTAL:90.00D003710 CULLENT TREVOR CULLEN09/14-09/2009/24/24 01 UMPIRE79-795-54-00-5462150.00INVOICE TOTAL:150.00 *DIRECT DEPOSIT TOTAL:150.00541380 EVINST W. THOMAS EVINS09142409/14/24 01 REFEREE79-795-54-00-5462150.00INVOICE TOTAL:150.00 *CHECK TOTAL:150.00541381 FOXEELLA FOXPage 22 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/25/24TIME: 09:02:41UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/27/2024CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------541381 FOXE ELLA FOX09/14-09/2009/24/24 01 UMPIRE79-795-54-00-546280.00INVOICE TOTAL:80.00 *CHECK TOTAL:80.00541382 GAMBROA ABIGAIL GAMBRO09/14-09/2009/24/24 01 UMPIRE79-795-54-00-5462125.00INVOICE TOTAL:125.00 *CHECK TOTAL:125.00541383 GONZALER RAYMUNDO GONZALEZ09/14-09/2009/24/24 01 UMPIRE79-795-54-00-5462225.00INVOICE TOTAL:225.00 *CHECK TOTAL:225.00541384 KEITHM MASON KEITH09/14-09/2009/24/24 01 UMPIRE79-795-54-00-546235.00INVOICE TOTAL:35.00 *CHECK TOTAL:35.00541385 KOCURJ JAXSON KOCUR09/14-09/2009/24/24 01 UMPIRE79-795-54-00-5462150.00INVOICE TOTAL:150.00 *CHECK TOTAL:150.00541386 LIPSCOJA JACOB LIPSCOMBPage 23 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/25/24TIME: 09:02:41UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/27/2024CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------541386 LIPSCOJA JACOB LIPSCOMB09/14-09/2009/24/24 01 UMPIRE79-795-54-00-546280.00INVOICE TOTAL:80.00 *CHECK TOTAL:80.00D003711 MATSONA AIDAN MATSON09/14-09/2009/24/24 01 UMPIRE79-795-54-00-546290.00INVOICE TOTAL:90.00 *DIRECT DEPOSIT TOTAL:90.00D003712 MAYNARDL LAURENCE R. MAYNARD09/14-09/2009/24/24 01 UMPIRE79-795-54-00-5462180.00INVOICE TOTAL:180.00 *DIRECT DEPOSIT TOTAL:180.00541387 MCCORMAJ JEFFREY MCCORMACK09/14-09/2009/24/24 01 UMPIRE79-795-54-00-5462225.00INVOICE TOTAL:225.00 *CHECK TOTAL:225.00541388 MORRICKB BRUCE MORRICK09192409/19/24 01 UMPIRE79-795-54-00-5462168.00INVOICE TOTAL:168.00 *CHECK TOTAL:168.00541389 NAROLESS STEPHANIE NAROLESKIPage 24 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/25/24TIME: 09:02:41UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/27/2024CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------541389 NAROLESS STEPHANIE NAROLESKI09/14-09/2009/24/24 01 UMPIRE79-795-54-00-546275.00INVOICE TOTAL:75.00 *CHECK TOTAL:75.00D003713 OLEARYM MARTIN J. O'LEARY09152409/15/24 01 REFEREE79-795-54-00-5462150.00INVOICE TOTAL:150.00 *DIRECT DEPOSIT TOTAL:150.00541390 PILKINGP PAYTON M PILKINGTON09/14-09/2009/24/24 01 UMPIRE79-795-54-00-546235.00INVOICE TOTAL:35.00 *CHECK TOTAL:35.00541391 RIETZR ROBERT L. RIETZ JR.09192409/19/24 01 UMPIRE79-795-54-00-5462168.00INVOICE TOTAL:168.00 *CHECK TOTAL:168.00541392 TATET TOM TATE09/14-09/2009/24/24 01 UMPIRE79-795-54-00-546245.00INVOICE TOTAL:45.00 *CHECK TOTAL:45.00D003714 WALTJOSH JOSH WALTERSPage 25 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/25/24TIME: 09:02:41UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/27/2024CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003714 WALTJOSH JOSH WALTERS09/14-09/2009/24/24 01 UMPIRE79-795-54-00-546275.00INVOICE TOTAL:75.00 *DIRECT DEPOSIT TOTAL:75.00541393 WASONG GERALD WASON09142409/19/24 01 UMPIRE79-795-54-00-5462168.00INVOICE TOTAL:168.00 *CHECK TOTAL:168.00D003715 WASSERBN NATALIE WASSERBERG09142409/14/24 01 RERFEREE79-795-54-00-5462300.00INVOICE TOTAL:300.00 *DIRECT DEPOSIT TOTAL:300.00TOTAL CHECKS PAID:2,064.00TOTAL DEPOSITS PAID:945.00TOTAL AMOUNT PAID:3,009.00Page 26 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541396 AACVB AURORA AREA CONVENTION08/24-ALL 08/14/24 01 AUG 2024 ALL SEASON HOTEL TAX 01-640-54-00-5481 67.74INVOICE TOTAL: 67.74 *08/24-SUNSET 09/18/24 01 AUG 2024 SUNSET HOTEL TAX 01-640-54-00-5481 11.88INVOICE TOTAL: 11.88 *CHECK TOTAL: 79.62 541397 ADVAAUTO ADVANCED AUTOMATION & CONTROLS24-4653 09/05/24 01 TROUBLESHOOT CANNONBALL BPS 51-510-54-00-5445 240.0002 RADIO ISSUES** COMMENT **INVOICE TOTAL:240.00 *CHECK TOTAL:240.00 541398 AEPENERG AEP ENERGY3025129010-072409/06/24 01 07/01-07/31 2224 TREMONT51-510-54-00-54809,404.03INVOICE TOTAL:9,404.03 *3025129010-082409/06/24 01 08/01-08/28 2224 TREMONT51-510-54-00-54808,778.82INVOICE TOTAL:8,778.82 *3025129065-082409/06/24 01 07/30-08/28 2921 BRISTOL RDG 51-510-54-00-54806,749.81INVOICE TOTAL:6,749.81 *CHECK TOTAL:24,932.66 541399 ALLAROUN ALL AROUND SEAMLESS GUTTERS330609/23/24 01 FURNISHED AND INSTALLED25-225-60-00-6020450.0002 GUTTERS AND DOWNSPOUTS ON** COMMENT **03 BEECHER CONCESSION** COMMENT **INVOICE TOTAL:450.00 *CHECK TOTAL:450.00Page 27 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541400 ANDERSJA JARED ANDERSON100124 10/01/24 01 SEPT 2024 MOBILE EMAIL 79-790-54-00-5440 45.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *CHECK TOTAL:45.00 541401 ATLAS ATLAS BOBCATBW808409/07/24 01 KIT TOOTH, HOLDERS01-410-54-00-54902,132.91INVOICE TOTAL:2,132.91 *CHECK TOTAL:2,132.91 541402 BARBANEM MARISA BARBANENTE10012410/01/24 01 SEPT 2024 MOBILE EMAIL79-795-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *CHECK TOTAL:45.00 541403 BCBSBLUE CROSS BLUE SHIELDF015083-AUG 2024 09/25/24 01 DEARBORN/BCBS EAP-AUG 2024 01-110-52-00-52226.3502 DEARBORN/BCBS EAP-AUG 2024 01-120-52-00-52224.2303 DEARBORN/BCBS EAP-AUG 2024 01-210-52-00-522249.3504 DEARBORN/BCBS EAP-AUG 2024 01-220-52-00-522211.6305 DEARBORN/BCBS EAP-AUG 2024 01-410-52-00-522210.6906 DEARBORN/BCBS EAP-AUG 2024 24-216-52-00-52222.8207 DEARBORN/BCBS EAP-AUG 2024 51-510-52-00-52229.9808 DEARBORN/BCBS EAP-AUG 2024 52-520-52-00-52224.3509 DEARBORN/BCBS EAP-AUG 2024 79-790-52-00-522211.9910 DEARBORN/BCBS EAP-AUG 2024 79-795-52-00-522211.2811 DEARBORN/BCBS EAP-AUG 2024 82-820-52-00-52227.05INVOICE TOTAL:129.72 *Page 28 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541403 BCBS BLUE CROSS BLUE SHIELDF015083-OCT 2024 09/25/24 01 DEARBORN/BCBS EAP-OCT 2024 01-110-52-00-5222 6.3502 DEARBORN/BCBS EAP-OCT 2024 01-120-52-00-52224.2303 DEARBORN/BCBS EAP-OCT 2024 01-210-52-00-522249.3504 DEARBORN/BCBS EAP-OCT 2024 01-220-52-00-522211.6305 DEARBORN/BCBS EAP-OCT 2024 01-410-52-00-522210.6906 DEARBORN/BCBS EAP-OCT 2024 24-216-52-00-52222.8207 DEARBORN/BCBS EAP-OCT 2024 51-510-52-00-52229.9808 DEARBORN/BCBS EAP-OCT 2024 52-520-52-00-52224.3509 DEARBORN/BCBS EAP-OCT 2024 79-790-52-00-522211.9910 DEARBORN/BCBS EAP-OCT 2024 79-795-52-00-522211.2811 DEARBORN/BCBS EAP-OCT 2024 82-820-52-00-52227.05INVOICE TOTAL:129.72 *F015083-SEPT 2024 09/25/24 01 DEARBORN/BCBS EAP-SEPT 2024 01-110-52-00-52226.3502 DEARBORN/BCBS EAP-SEPT 2024 01-120-52-00-52224.2303 DEARBORN/BCBS EAP-SEPT 2024 01-210-52-00-522249.3504 DEARBORN/BCBS EAP-SEPT 2024 01-220-52-00-522211.6305 DEARBORN/BCBS EAP-SEPT 2024 01-410-52-00-522210.6906 DEARBORN/BCBS EAP-SEPT 2024 24-216-52-00-52222.8207 DEARBORN/BCBS EAP-SEPT 2024 51-510-52-00-52229.9808 DEARBORN/BCBS EAP-SEPT 2024 52-520-52-00-52224.3509 DEARBORN/BCBS EAP-SEPT 2024 79-790-52-00-522211.9910 DEARBORN/BCBS EAP-SEPT 2024 79-795-52-00-522211.2811 DEARBORN/BCBS EAP-SEPT 2024 82-820-52-00-52227.05INVOICE TOTAL:129.72 *CHECK TOTAL:389.16 541404 BEDFORDR RYAN BEDFORD10012410/01/24 01 SEPT 2024 MOBILE EMAIL01-410-54-00-544042.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:42.00 *CHECK TOTAL:42.00Page 29 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003717 BEHLANDJ JORI BEHLAND100124 10/01/24 01 SEPT 2024 MOBILE EMAIL 01-110-54-00-5440 45.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D003718 BLYSTONB BOBBIE BLYSTONE10012410/01/24 01 SEPT 2024 MOBILE EMAIL01-110-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D003719 BROWND DAVID BROWN10012410/01/24 01 SEPT 2024 MOBILE EMAIL51-510-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 541405 CENTRALL CENTRAL LIMESTONE COMPANY, INC3965209/16/24 01 GRAVEL51-510-56-00-5640183.09INVOICE TOTAL:183.09 *CHECK TOTAL:183.09 541406 COMED COMMONWEALTH EDISON0228182000-083109/06/24 01 07/30-08/28 VAN EMMON LOT 23-230-54-00-548211.82INVOICE TOTAL:11.82 *3059341222-082409/16/24 01 08/14-09/13 9257 GALENA PK 79-795-54-00-548043.99INVOICE TOTAL:43.99 *Page 30 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541406 COMED COMMONWEALTH EDISON3131491222-0824 08/30/24 01 07/31-08/29 101 BRUELL ST 52-520-54-00-5480 299.75INVOICE TOTAL: 299.75 *5336617000-0824 09/16/24 01 08/14-09/13 RT47 & ROSENWINKLE 23-230-54-00-5482 5.54INVOICE TOTAL: 5.54 *5946707000-0824 09/07/24 01 07/31-08/29 PR BUILDINGS 79-795-54-00-5480 892.15INVOICE TOTAL: 892.15 *6242447000-0924 09/09/24 01 08/12-09/06 RT34 & CANNONBLL 23-230-54-00-5482 30.80INVOICE TOTAL: 30.80 *9193732222-0824 09/16/24 01 08/14-09/13 4600 N BRIDGE TANK 51-510-54-00-5480 39.76INVOICE TOTAL: 39.76 *CHECK TOTAL: 1,323.81D003720 CONARDR RYAN CONARD100124 10/01/24 01 SEPT 2024 MOBILE EMAIL 51-510-54-00-5440 45.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 541407 COREMAIN CORE & MAIN LPV56234609/04/24 01 METER FLG SET, CABLE W/SENSOR 51-510-56-00-56642,183.31INVOICE TOTAL:2,183.31 *V59491009/09/24 01 METER WIRE51-510-56-00-5664253.18INVOICE TOTAL:253.18 *V59524209/09/24 01 MEAS CHAMBER51-510-56-00-5664904.27INVOICE TOTAL:904.27 *Page 31 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541407 COREMAIN CORE & MAIN LPV619474 09/12/24 01 METER WIRE 51-510-56-00-5664 460.00INVOICE TOTAL: 460.00 *V619565 09/12/24 01 METER WIRE 51-510-56-00-5664 230.00INVOICE TOTAL: 230.00 *CHECK TOTAL: 4,030.76D003721 DHUSEE DHUSE, ERIC100124 10/01/24 01 SEPT 2024 MOBILE EMAIL 01-410-54-00-5440 15.0002 REIMBURSEMENT** COMMENT **03 SEPT 2024 MOBILE EMAIL51-510-54-00-544015.0004 REIMBURSEMENT** COMMENT **05 SEPT 2024 MOBILE EMAIL52-520-54-00-544015.0006 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D003722 DLKDLK, LLC28109/27/24 01 SEPTEMBER 2024 ECONOMIC01-640-54-00-54869,750.0002 DEVELOPMENT HOURS** COMMENT **INVOICE TOTAL:9,750.00 *28809/27/24 01 JULY - SETEMBER 2024 ECONOMIC 01-640-54-00-548612,000.0002 DEVELOPMENT BANKED HOURS** COMMENT **INVOICE TOTAL:12,000.00 *DIRECT DEPOSIT TOTAL:21,750.00 541408 EEIENGINEERING ENTERPRISES, INC.8096807/26/24 01 GREEN DOOR HAGEMANN90-229-00-00-0111246.00INVOICE TOTAL:246.00 *Page 32 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541408 EEI ENGINEERING ENTERPRISES, INC.81221 08/30/24 01 2024 ROAD PROGRAM 23-230-60-00-6025 20,682.75INVOICE TOTAL: 20,682.75 *81227 08/30/24 01 CORNEILS RD SOLAR 90-216-00-00-0111 468.00INVOICE TOTAL: 468.00 *CHECK TOTAL: 21,396.75D003723 EVANST TIM EVANS100124 10/01/24 01 SEPT 2024 MOBILE EMAIL 79-795-54-00-5440 22.5002 REIMBURSEMENT** COMMENT **03 SEPT 2024 MOBILE EMAIL79-790-54-00-544022.5004 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 541409 FOXVALLE FOX VALLEY TROPHY & AWARDST16609/25/24 01 FALL ATHLETIC LEAGUE TROPHIES 79-795-56-00-5606217.50INVOICE TOTAL:217.50 *T16709/25/24 01 FALL ATHLETIC LEAGUE EDALS 79-795-56-00-56062,850.00INVOICE TOTAL:2,850.00 *CHECK TOTAL:3,067.50D003724 FREDRICR ROB FREDRICKSON10012410/01/24 01 SEPT 2024 MOBILE EMAIL01-120-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00Page 33 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003725 GALAUNEJ JAKE GALAUNER100124 10/01/24 01 SEPT 2024 MOBILE EMAIL 79-795-54-00-5440 45.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 541410 GARDKOCH GARDINER KOCH & WEISBERGH-2364C-2095609/11/24 01 KIMBALL HILL I MATTERS01-640-54-00-54611,260.00INVOICE TOTAL:1,260.00 *CHECK TOTAL:1,260.00 541411 GROOT GROOT INC13077308T10209/01/24 01 AUG 2024 REFUSE SERVICE01-540-54-00-5442152,950.7402 AUG 2024 SR REFUSE SERVICE 01-540-54-00-54414,349.18INVOICE TOTAL:157,299.92 *CHECK TOTAL:157,299.92 541412 HARRIS HARRIS COMPUTER SYSTEMSMSIXT000056308/30/24 01 MYGOVHUB FEES-AUG 202401-120-54-00-5462106.1002 MYGOVHUB FEES-AUG 202451-510-54-00-5462159.1503 MYGOVHUB FEES-AUG 202452-520-54-00-546246.81INVOICE TOTAL:312.06 *CHECK TOTAL:312.06D003726 HENNED DURK HENNE10012410/01/24 01 SEPT 2024 MOBILE EMAIL01-410-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00Page 34 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003727 HERNANDN NOAH HERNANDEZ100124 10/01/24 01 SEPT 2024 MOBILE EMAIL 01-410-54-00-5440 45.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 541413 HODOUSR RICHARD HODOUS10012410/01/24 01 SEPT 2024 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *CHECK TOTAL:45.00D003728 HORNERR RYAN HORNER10012410/01/24 01 SEPT 2024 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D003729 HOULEA ANTHONY HOULE10012410/01/24 01 SEPT 2024 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 541414 IHRIGK KIRSTEN IHRIG10012410/01/24 01 SEPT 2024 MOBILE EMAIL79-795-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *CHECK TOTAL:45.00Page 35 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541415 ILPD4811 ILLINOIS STATE POLICE20240804811 08/31/24 01 BACKGROUND CHECKS 82-820-54-00-5462 169.5002 BACKGROUND CHECKS79-795-54-00-5462536.7503 BACKGROUND CHECKS01-120-54-00-546228.2504 BACKGROUND CHECKS-SOLICITOR 01-110-54-00-546256.5005 BACKGROUND CHECKS-MASSAGE 01-110-54-00-546228.25INVOICE TOTAL:819.25 *CHECK TOTAL:819.25 541416 INNOVATI INNOVATIVE UNDERGROUND, LLC244709/24/24 01 SEWER LINE ASSESSMENT AT 307 52-520-54-00-5462450.0002 CENTER STREET** COMMENT **INVOICE TOTAL:450.00 *CHECK TOTAL:450.00D003730 JACKSONJ JAMIE JACKSON10012410/01/24 01 SEPT 2024 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 541417 JDEERE JOHN DEERE FINANCIAL1195568008/09/24 01 JD TRACTOR REPLACEMENT OF 01-410-54-00-54902,028.6102 FILTERS AND FLUIDS** COMMENT **INVOICE TOTAL:2,028.61 *CHECK TOTAL:2,028.61 541418 JIMSTRCK JIM'S TRUCK INSPECTION LLCPage 36 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541418 JIMSTRCK JIM'S TRUCK INSPECTION LLC205307 09/11/24 01 TRUCK INSPECTION 01-410-54-00-5490 43.00INVOICE TOTAL: 43.00 *CHECK TOTAL: 43.00D003731 JOHNGEOR GEORGE JOHNSON100124 10/01/24 01 SEPT 2024 MOBILE EMAIL 51-510-54-00-5440 22.5002 REIMBURSEMENT** COMMENT **03 SEPT 2024 MOBILE EMAIL52-520-54-00-544022.5004 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D003732 KLEEFISG GLENN KLEEFISCH10012410/01/24 01 SEPT 2024 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 541419 KLUBER KLUBER, INC920108/31/24 01 CITY OF YORKVILLE PUBLIC WORKS 24-216-60-00-603019,073.5002 AND PARK MAINTENANCE BUILDING ** COMMENT **INVOICE TOTAL:19,073.50 *CHECK TOTAL:19,073.50 541420 LANDAP PAUL LANDA10012410/01/24 01 SEPT 2024 MOBILE EMAIL79-790-54-00-544045.00Page 37 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541420 LANDAP PAUL LANDA100124 10/01/24 02 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *CHECK TOTAL: 45.00 541421 LOMBARDS STEVEN LOMBARDO100124 10/01/24 01 SEPT 2024 MOBILE EMAIL 79-790-54-00-5440 45.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *CHECK TOTAL:45.00 541422 LRSLRS, LLCPS60816706/27/24 01 3142 GRAND TRAIL PORTOLET 79-795-56-00-562092.0002 UPKEEP** COMMENT **INVOICE TOTAL:92.00 *PS62430709/19/24 01 301 N BRIDGE PORTOLET UPKEEP 79-795-56-00-5620210.00INVOICE TOTAL:210.00 *PS62430809/19/24 01 131 E HYDRAULIC PORTOLET79-795-56-00-5620302.0002 UPKEEP** COMMENT **INVOICE TOTAL:302.00 *PS62430909/19/24 01 901 MILL ST PORTOLET UPKEEP 79-795-56-00-562092.00INVOICE TOTAL:92.00 *PS62431009/19/24 01 374 VAN EMMON PORTOLET79-795-56-00-562092.0002 UPKEEP** COMMENT **INVOICE TOTAL:92.00 *PS62431109/19/24 01 1711 JOHN ST PORTOLET UPKEEP 79-795-56-00-562092.00INVOICE TOTAL:92.00 *Page 38 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541422 LRS LRS, LLCPS624312 09/19/24 01 1474 SYCAMORE RD PORTOLET 79-795-56-00-5620 92.0002 UPKEEP** COMMENT **INVOICE TOTAL:92.00 *PS62431309/19/24 01 901 GAME FARM PORTOLET UPKEEP 79-795-56-00-5620602.00INVOICE TOTAL:602.00 *PS62431509/19/24 01 600 HAYDEN DR PORTOLET UPKEEP 79-795-56-00-5620187.51INVOICE TOTAL:187.51 *PS62431609/19/24 01 427 BRISTOL BAY PORTOLET79-795-56-00-562092.0002 UPKEEP** COMMENT **INVOICE TOTAL:92.00 *PS62431709/19/24 01 3651 KENNEDY RD PORTOLET79-795-56-00-5620184.0002 UPKEEP** COMMENT **INVOICE TOTAL:184.00 *PS62431809/19/24 01 872 PRAIRIE CROSSING PORTOLET 79-795-56-00-562092.0002 UPKEEP** COMMENT **INVOICE TOTAL:92.00 *PS62431909/19/24 01 920 PRAIRIE CROSSING PORTOLET 79-795-56-00-5620195.0002 UPKEEP** COMMENT **INVOICE TOTAL:195.00 *PS62432009/19/24 01 2807 NORTHLAND DR PORTOLET 79-795-56-00-562092.0002 UPKEEP** COMMENT **INVOICE TOTAL:92.00 *PS62432109/19/24 01 2736 AUTUMN CREEK PORTOLET 79-795-56-00-562092.0002 UPKEEP** COMMENT **INVOICE TOTAL:92.00 *PS62432209/19/24 01 2775 GRANDE TR PORTOLET UPKEEP 79-795-56-00-5620184.00INVOICE TOTAL:184.00 *Page 39 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541422 LRS LRS, LLCPS624323 09/19/24 01 428 BRISTOL BAY PORTOLET 79-795-56-00-5620 662.0002 UPKEEP** COMMENT **INVOICE TOTAL:662.00 *PS62432409/19/24 01 3142 GRAND TRAIL PORTOLET 79-795-56-00-562092.0002 UPKEEP** COMMENT **INVOICE TOTAL:92.00 *PS62432509/19/24 01 409 CENTER PARKWAY PORTOLET 79-795-56-00-562092.0002 UPKEEP** COMMENT **INVOICE TOTAL:92.00 *CHECK TOTAL:3,538.51 541423 MADBOMB MAD BOMBER FIREWORK PRODUCTION2024 HOLIDAY09/25/24 01 2024 HOLIDAY CELEBRATION79-795-56-00-56069,500.0002 FIREWORKS** COMMENT **INVOICE TOTAL:9,500.00 *CHECK TOTAL:9,500.00D003733 MCGREGOM MATTHEW MCGREGORY10012410/01/24 01 SEPT 2024 MOBILE EMAIL01-410-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 541424 MECHANIC MECHANICS LAB LLC571509/06/24 01 CHANGE OIL & FILTERS01-410-54-00-5490907.09INVOICE TOTAL:907.09 *Page 40 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541424 MECHANIC MECHANICS LAB LLC5718 09/06/24 01 REPLACE FUEL RAIL SENSOR 01-410-54-00-5490 576.67INVOICE TOTAL: 576.67 *5731 09/12/24 01 CHANGE OIL & FILTERS 01-410-54-00-5490 907.09INVOICE TOTAL: 907.09 *5735 09/13/24 01 OIL & FILTER CHANGE, BRAKE 01-410-54-00-5490 1,438.9502 ADJUSTMENT ** COMMENT **INVOICE TOTAL: 1,438.95 *CHECK TOTAL: 3,829.80 541425 MESIMPSO M.E. SIMPSON CO, INC43053 09/19/24 01 LEAK LOCATION SERVICES AT 304 51-510-54-00-5462 965.0002 ILLINI DR** COMMENT **INVOICE TOTAL:965.00 *CHECK TOTAL:965.00 541426 METIND METROPOLITAN INDUSTRIES, INC.INV06613209/17/24 01 REPLACED VEGA UNIT52-520-54-00-54442,627.00INVOICE TOTAL:2,627.00 *CHECK TOTAL:2,627.00 541427 METRONET METRO FIBERNET LLC1872272-09182409/18/24 01 09/18-10/17 INTERNET @ 651 PP 01-110-54-00-544066.8702 09/18-10/17 INTERNET @ 651 PP 01-120-54-00-544038.2103 09/18-10/17 INTERNET @ 651 PP 01-220-54-00-544076.4204 09/18-10/17 INTERNET @ 651 PP 79-795-54-00-544076.4205 09/18-10/17 INTERNET @ 651 PP 01-210-54-00-5440382.08INVOICE TOTAL:640.00 *CHECK TOTAL:640.00Page 41 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541428 MIDAMTEC MID AMERICAN TECHNOLOGY, INC18466 09/13/24 01 DIRECT CONNECTION LEADS 51-510-56-00-5665 180.00INVOICE TOTAL: 180.00 *CHECK TOTAL: 180.00 541429 MIDWSALT MIDWEST SALTP474576 05/29/24 01 BULK ROCK SALT 51-510-56-00-5638 3,380.04INVOICE TOTAL: 3,380.04 *P475154 07/09/24 01 BULK ROCK SALT 51-510-56-00-5638 3,291.12INVOICE TOTAL: 3,291.12 *P476264 09/12/24 01 BULK ROCK SALT 51-510-56-00-5638 3,119.47INVOICE TOTAL: 3,119.47 *P476310 09/16/24 01 BULK ROCK SALT 51-510-56-00-5638 3,297.68INVOICE TOTAL: 3,297.68 *CHECK TOTAL: 13,088.31D003734 MILSCHET TED MILSCHEWSKI100124 10/01/24 01 SEPT 2024 MOBILE EMAIL 24-216-54-00-5440 45.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 541430 MONTRK MONROE TRUCK EQUIPMENT8203908/30/24 01 STRAIGHT BLADE SNOWPLOW52-520-60-00-60703,900.0002 STRAIGHT BLADE SNOWPLOW01-410-54-00-54904,886.00INVOICE TOTAL:8,786.00 *CHECK TOTAL:8,786.00Page 42 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003735 NAVARROJ JESUS NAVARRO100124 10/01/24 01 SEPT 2024 MOBILE EMAIL 24-216-54-00-5440 45.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 541431 NEOPOST QUADIENT FINANCE USA, INC092024-CITY09/20/24 01 POSTAGE MACHINE REFILL01-000-14-00-1410300.00INVOICE TOTAL:300.00 *CHECK TOTAL:300.00 541432 NICOR NICOR GAS16-00-27-03553 4-082 09/11/24 01 08/12-09/11 1301 CAROLYN CT 01-110-54-00-548045.74INVOICE TOTAL:45.74 *31-61-67-2493 1-0824 09/10/24 01 08/09-09/10 276 WINDHAM CR 01-110-54-00-548045.74INVOICE TOTAL:45.74 *40-52-64-8356 1-0824 09/05/24 01 08/05-09/04 102 E VAN EMMON 01-110-54-00-5480140.22INVOICE TOTAL:140.22 *45-12-25-4081 3-0824 09/11/24 01 08/09-09/10 201 W HYDRAULIC 01-110-54-00-548050.11INVOICE TOTAL:50.11 *83-80-00-1000 7-0824 09/05/24 01 08/0-09/03 610 TOWER UNIT B 01-110-54-00-548052.18INVOICE TOTAL:52.18 *95-16-10-1000 4-0824 09/16/24 01 08/13-09/13 1 RT4701-110-54-00-548043.94INVOICE TOTAL:43.94 *CHECK TOTAL:377.93Page 43 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541433 NIU ILCMAILAPA PUBLICATION 09/16/24 01 PUBLICATION FOR SENIOR PLANNER 01-220-54-00-5426 100.00INVOICE TOTAL: 100.00 *CHECK TOTAL: 100.00 541434 NUTOYS NUTOYS LEISURE PRODUCTS56196 08/26/24 01 BUCKET SEATS WITH CHAINS 79-790-56-00-5640 2,844.00INVOICE TOTAL: 2,844.00 *CHECK TOTAL: 2,844.00 541435 OLEARYC CYNTHIA O'LEARYREC FALL 2024 09/18/24 01 FALL SOCCER ASSIGNING FEE 79-795-54-00-5462 528.00INVOICE TOTAL: 528.00 *YORKVILLE BB/SB-2024 09/18/24 01 FALL SOFTBALL & BASEBALL 79-795-54-00-5462 1,518.0002 ASSIGNER FEE ** COMMENT **INVOICE TOTAL: 1,518.00 *YORKVILLE KICKBALL-2 09/18/24 01 FALL KICKBALL ASSIGNER FEE 79-795-54-00-5462 180.00INVOICE TOTAL: 180.00 *CHECK TOTAL: 2,226.00 541436 PEPSI PEPSI-COLA GENERAL BOTTLE46633005 09/23/24 01 BRIDGE CONCESSION DRINKS 79-795-56-00-5607 341.12INVOICE TOTAL: 341.12 *94159208 08/05/24 01 POP & WATER 79-795-56-00-5602 318.91INVOICE TOTAL: 318.91 *CHECK TOTAL: 660.03Page 44 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003736 PIAZZA AMY SIMMONS100124 10/01/24 01 SEPT 2024 MOBILE EMAIL 01-120-54-00-5440 45.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 541437 PMIPHOTO PMI PHOTOGRAPHYINV-000000049608/22/24 01 FALL COACHING PLAQUES79-795-56-00-5606150.00INVOICE TOTAL:150.00 *CHECK TOTAL:150.00 541438 PRINTSRC LAMBERT PRINT SOURCE, LLC427609/20/24 01 ROCK GARDEN SIGN79-795-56-00-560620.00INVOICE TOTAL:20.00 *CHECK TOTAL:20.00 541439 PURCELLJ JOHN PURCELL10012410/01/24 01 SEPT 2024 MOBILE EMAIL01-110-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *2024 IML PK09/24/24 01 2024 IML PARKING REIMBURSEMENT 01-110-54-00-541595.00INVOICE TOTAL:95.00 *CHECK TOTAL:140.00 541440 R0001975 RYAN HOMES20231759-3059 JETER 09/12/24 01 SECURITY GUARANTEE REFUND 01-000-24-00-24155,000.00INVOICE TOTAL:5,000.00 *Page 45 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541440 R0001975 RYAN HOMES20231900-3127 JETER 09/12/24 01 SECURITY GUARANTEE REFUND 01-000-24-00-2415 5,000.00INVOICE TOTAL: 5,000.00 *20231991-3135 JETER 09/12/24 01 SECURITY GUARANTEE REFUND 01-000-24-00-2415 5,000.00INVOICE TOTAL: 5,000.00 *20231993-3049 CONSTI 09/24/24 01 SECURITY GUARANTEE REFUND 01-000-24-00-2415 5,000.00INVOICE TOTAL: 5,000.00 *CHECK TOTAL: 20,000.00 541441 RALLY RALLY HOMES, LLC091824-ENG REDESIGN 09/18/24 01 REIMBURSEMENT TO DEVELOPER OF 51-510-54-00-5462 5,277.5002 ENGINEERING REDESIGN FOR** COMMENT **03 WATER RELATED TO THE FOR** COMMENT **04 TIMBER RIDGE ESTATES** COMMENT **05 DEVELOPMENT** COMMENT **INVOICE TOTAL:5,277.50 *091824-TR EASEMENT 09/18/24 01 REIMBURSEMENT TO DEVELOPER OF 51-510-54-00-54622,500.0002 WATER MAIN EASEMENT FROM** COMMENT **03 GRACE CHURCH RELATED TO THE ** COMMENT **04 TIMBER RIDGE ESTATES** COMMENT **INVOICE TOTAL:2,500.00 *CHECK TOTAL:7,777.50D003737 RATOSP PETE RATOS10012410/01/24 01 SEPT 2024 MOBILE EMAIL01-220-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00Page 46 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003738 REDMONST STEVE REDMON100124 10/01/24 01 SEPT 2024 MOBILE EMAIL 79-795-54-00-5440 45.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 541442 REINDERS REINDERS, INC.6060072-0009/04/24 01 GREASE CAP79-790-56-00-564026.26INVOICE TOTAL:26.26 *CHECK TOTAL:26.26D003739 ROSBOROS SHAY REMUS10012410/01/24 01 SEPT 2024 MOBILE EMAIL79-795-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D003740 SCODROP PETER SCODRO10012410/01/24 01 SEPT 2024 MOBILE EMAIL51-510-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D003741 SCOTTTR TREVOR SCOTT10012410/01/24 01 SEPT 2024 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00Page 47 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541443 SEALMAST SEAL MASTER115699 09/09/24 01 GRACO SPRAY TIP, SEALER 01-410-56-00-5640 849.99INVOICE TOTAL: 849.99 *115764 09/10/24 01 SEALER 01-410-56-00-5640 806.00INVOICE TOTAL: 806.00 *115839 09/11/24 01 BILLY GOAT WIRE WHEEL 01-410-56-00-5640 65.00INVOICE TOTAL: 65.00 *CHECK TOTAL: 1,720.99D003742 SENDRAS SAMANTHA SENDRA100124 10/01/24 01 SEPT 2024 MOBILE EMAIL 79-795-54-00-5440 45.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D003743 SENGM MATT SENG10012410/01/24 01 SEPT 2024 MOBILE EMAIL01-410-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 541444 SHEVOKAS SHEVOKAS EXTERIORS LLC091524-109/15/24 01 REMOVE AND REPLACE ALUMINUM 25-225-60-00-60201,514.0002 SOFFIT AND FACIA AT BEECHER ** COMMENT **03 CONCESSION STAND** COMMENT **INVOICE TOTAL:1,514.00 *091524-209/15/24 01 REMOVE AND REPLACE VINYL25-225-60-00-60203,455.00Page 48 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541444 SHEVOKAS SHEVOKAS EXTERIORS LLC091524-2 09/15/24 02 SIDING AT BEECHER CONCESSION ** COMMENT **03 STAND** COMMENT **INVOICE TOTAL:3,455.00 *CHECK TOTAL:4,969.00D003744 SLEEZERJ JOHN SLEEZER10012410/01/24 01 SEPT 2024 MOBILE EMAIL01-410-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D003745 SLEEZERS SCOTT SLEEZER10012410/01/24 01 SEPT 2024 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *COSTCO-HOLIDAY09/17/24 01 REIMBURSEMENT FOR CHRISTMAS 79-790-56-00-5620861.9802 DECORATIONS PURCHASED** COMMENT **INVOICE TOTAL:861.98 *DIRECT DEPOSIT TOTAL:906.98D003746 SMITHD DOUG SMITH1002410/01/24 01 SEPT 2024 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 541445 STANDE STANDARD EQUIPMENT COPage 49 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541445 STANDE STANDARD EQUIPMENT COP52346 09/10/24 01 HYDRO SPRAY GUN 52-520-56-00-5628 218.78INVOICE TOTAL: 218.78 *CHECK TOTAL: 218.78D003747 STEFFANG GEORGE A STEFFENS100124 10/01/24 01 SEPT 2024 MOBILE EMAIL 52-520-54-00-5440 45.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 541446 STEVENS STEVEN'S SILKSCREENING2313109/23/24 01 PRESCHOOL STAFF SHIRTS-REMUS 79-795-56-00-560624.9502 PRESCHOOL STAFF SHIRTS-SENDRA 79-795-56-00-560624.9503 PRESCHOOL STAFF SHIRTS-IHRIG 79-795-56-00-560624.9504 PRESCHOOL STAFF79-795-56-00-560624.9505 SHIRTS-BARBANENTE** COMMENT **06 PRESCHOOL STAFF SHIRTS-PAETZOL 79-795-56-00-560624.9507 PRESCHOOL STAFF SHIRTS-SIMONS 79-795-56-00-560624.9508 PRESCHOOL STAFF SHIRTS-GALAUNE 79-795-56-00-560624.9509 PRESCHOOL STAFF79-795-56-00-560626.9510 SHIRTS-TANNENHASER** COMMENT **11 PRESCHOOL STAFF SHIRTS-LOECHL 79-795-56-00-560626.95INVOICE TOTAL:228.55 *CHECK TOTAL:228.55D003748 THOMASL LORI THOMAS10012410/01/24 01 SEPT 2024 MOBILE EMAIL01-120-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00Page 50 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541447 TRAFFIC TRAFFIC CONTROL CORPORATION153527 09/13/24 01 YELLOW PEDS 01-410-54-00-5435 340.00INVOICE TOTAL: 340.00 *CHECK TOTAL: 340.00 541448 UNIMAX UNI-MAX MANAGEMENT CORP5103 09/19/24 01 SEPT 2024 OFFICE CLEANING AT 01-110-54-00-5488 369.5502 651 PRAIRIE POINTE** COMMENT **03 SEPT 2024 OFFICE CLEANING AT 01-120-54-00-5488369.5504 651 PRAIRIE POINTE** COMMENT **05 SEPT 2024 OFFICE CLEANING AT 01-210-54-00-54881,061.3806 651 PRAIRIE POINTE** COMMENT **07 SEPT 2024 OFFICE CLEANING AT 79-795-54-00-5488318.1108 651 PRAIRIE POINTE** COMMENT **09 SEPT 2024 OFFICE CLEANING AT 01-220-54-00-5488203.4110 651 PRAIRIE POINTE** COMMENT **11 SEPT 2024 OFFICE CLEANING AT 01-410-54-00-5488153.0012 PW FACILITY** COMMENT **13 SEPT 2024 OFFICE CLEANING AT 51-510-54-00-5488153.0014 PW FACILITY** COMMENT **15 SEPT 2024 OFFICE CLEANING AT 52-520-54-00-5488153.0016 PW FACILITY** COMMENT **17 SEPT 2024 LIB OFFICE CLEANING 82-820-54-00-54882,106.0018 SEPT 2024 OFFICE CLEANING AT 79-790-54-00-5488230.0019 185 WOLF ST** COMMENT **20 SEPT 2024 OFFICE CLEANING AT 79-795-54-00-5488230.0021 BEECHER CONCESSION** COMMENT **22 SEPT 2024 OFFICE CLEANING AT 79-795-54-00-5488230.0023 BRIDGE CONCESSION** COMMENT **24 SEPT 2024 OFFICE CLEANING AT 79-795-54-00-5488702.0025 PRESCHOOL BUILDING** COMMENT **26 SEPT 2024 OFFICE CLEANING AT 79-795-54-00-5488230.0027 VAN EMMON BUILDING** COMMENT **INVOICE TOTAL:6,509.00 *CHECK TOTAL:6,509.00Page 51 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003749 WEBERR ROBERT WEBER100124 10/01/24 01 SEPT 2024 MOBILE EMAIL 01-410-54-00-5440 45.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D003750 WILLRETE ERIN WILLRETT10012410/01/24 01 SEPT 2024 MOBILE EMAIL01-110-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D003751 WOLFB BRANDON WOLF10012410/01/24 01 SEPT 2024 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D003752 YBSDYORKVILLE BRISTOL24-AUG09/12/24 01 AUG 2024 SANITARY FEES95-000-24-00-2450397,897.33INVOICE TOTAL:397,897.33 *DIRECT DEPOSIT TOTAL:397,897.33 541449 YODERD DAVID YODER10012410/01/24 01 SEPT 2024 MOBILE EMAIL01-410-54-00-544042.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:42.00 *CHECK TOTAL:42.00Page 52 of 55 01-110 ADMIN01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATIONS01-640 ADMINISTRATIVE SERVICES11-111 FOX HILL SSA12-112 SUNFLOWER SSA15-155 MOTOR FUEL TAX (MFT)23-230 CITY WIDE CAPITAL 24-216 BUILDING & GROUNDS 25-205 POLICE CAPITAL25-212 GENERAL GOVERNMENT CAPITAL 25-215 PUBLIC WORKS CAPITAL 25-225 PARK & RECREATION CAPITAL 51-510 WATER OPERATIONS52-520 SEWER OPERATIONS79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN II TIF 90-XXX DEVELOPER ESCROW95-000 ESCROW DEPOSITDATE: 09/30/24TIME: 09:38:44UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 10/08/2024CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 541450 YOUNGM MARLYS J. YOUNG082124-ADMIN 09/02/24 01 08/21/24 ADMIN MEETING MINUTES 01-110-54-00-5462 85.00INVOICE TOTAL: 85.00 *090524-PS 09/11/24 01 09/05/24 PUBLIC SAFETY MEETING 01-110-54-00-5462 85.0002 MINUTES** COMMENT **INVOICE TOTAL:85.00 *091124-PZ09/22/24 01 09/11/24 P&Z MEETING MINUTES 90-212-00-00-001163.7502 09/11/24 P&Z MEETING MINUTES 01-220-54-00-546221.25INVOICE TOTAL:85.00 *091724-W09/24/24 01 09/17/24 PW MEETING MINUTES 01-110-54-00-546285.00INVOICE TOTAL:85.00 *CHECK TOTAL:340.00331,969.26422,039.31TOTAL CHECKS PAID: TOTAL DIRECT DEPOSITS PAID: TOTAL AMOUNT PAID:754,008.57Page 53 of 55 REGULAR OVERTIME TOTAL IMRFFICA TOTALSMAYOR & LIQ. COM.1,583.34$ -$ 1,583.34$ -$ 121.13$ 1,704.47$ ALDERMAN5,766.64 - 5,766.64 - 441.20 6,207.84 ADMINISTRATION19,934.67 - 19,934.67 1,162.20 1,460.69 22,557.56 FINANCE13,385.77 - 13,385.77 780.39 991.46 15,157.62 POLICE154,091.71 3,526.00 157,617.71 405.33 11,723.65 169,746.69 COMMUNITY DEV.29,860.43 - 29,860.43 1,740.87 2,195.14 33,796.44 STREETS28,287.68 - 28,287.68 1,602.50 2,102.85 31,993.03 BUILDING & GROUNDS6,264.61 - 6,264.61 365.23 466.41 7,096.25 WATER21,265.22 584.01 21,849.23 1,180.53 1,599.17 24,628.93 SEWER13,134.92 - 13,134.92 765.77 966.22 14,866.91 PARKS37,393.31 77.87 37,471.18 1,988.68 2,789.11 42,248.97 RECREATION28,872.18 - 28,872.18 1,203.82 2,154.76 32,230.76 LIBRARY18,549.23 - 18,549.23 676.15 1,366.78 20,592.16 TOTALS378,389.71$ 4,187.88$ 382,577.59$ 11,871.47$ 28,378.57$ 422,827.63$ TOTAL PAYROLL422,827.63$ UNITED CITY OF YORKVILLEPAYROLL SUMMARYSeptember 27, 2024Page 54 of 55 ACCOUNTS PAYABLE DATE Clerk's Check #131245 Kendall County Recorder (Page 1)09/16/2024 114.00$ Manual City Check Register (Pages 2 - 6)09/20/2024 2,606.00 City MasterCard Bill Register (Pages 7 - 20)09/25/2024 110,733.21 Manual City Check Register (Page 21)09/26/2024 946.00 Manual City Check Register (Pages 22 - 26)09/27/2024 3,009.00 City Check Register (Pages 27 - 53)10/08/2024 754,008.57 SUB-TOTAL: $871,416.78 Bi - Weekly (Page 54)09/27/2024 422,827.63$ SUB-TOTAL: 422,827.63$ TOTAL DISBURSEMENTS:1,294,244.41$ UNITED CITY OF YORKVILLE BILL LIST SUMMARY Tuesday, October 8, 2024 PAYROLL Page 55 of 55 Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: See attached memo. Please note: it has been determined by the Finance Director that a budget amendment is not needed for this change order. Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Consent Agenda #3 Tracking Number EDC 2024-71 Konica Minolta – Change Order Request City Council – October 8, 2024 EDC – 10/1/24 Moved forward to CC consent agenda. EDC 2024-71 Majority Approval To complete Phases II & III of the scanning project for building, engineering, and community development archived files. Krysti J. Barksdale-Noble, AICP Community Development Name Department Summary: The purpose of this memorandum is to request City Council approval for a budget amendment to cover a necessary change order to complete the Konica Minolta (KMBS) scanning project, which remains within the current fiscal year’s available budget. Background: The City initiated two projects with Konica Minolta Business Solutions (KMBS) to scan and digitize essential records within the Community Development Department, including building, engineering, and planning related documents and plans. Project #1: Approved Budget: $136,220 Scope: Scanning of archived and current residential and commercial Building Department files. Status: 100% completed and fully paid (366 of 366 boxes scanned). Estimated credit of $34,916 expected to be applied to Project #2; however, the actual credit was only $8,483 due to a miscalculation in number and size of documents within Project #1 by KMBS. Project #2: Approved Budget: $109,376 Scope: Three (3) phases, including scanning of engineering files, subdivision/commercial landscape plans, archived packets from various commissions, and additional project files. Status: 90% completed (401 of 450 boxes scanned). Project halted in July 2024. o KMBS has invoiced $128,658.69 for Phases I and nearly all of Phase II, surpassing the budget by $19,282.69. o Phase III has yet to start, with an estimated cost of $15,300. KMBS has agreed to waive $10,642 in transportation expenses for this phase. Total paid to date: $108,298.29, with $1,077.71 remaining in the approved budget. Budget Amendment Request: The City needs to cover an outstanding invoice of $20,360.40 to complete Phase II, which would put the project $19,282.69 over the approved budget. Additionally, an estimated $15,300 is required to complete Phase III. Therefore, a budget amendment/change order of $34,582.69 is requested to cover both the outstanding balance from Phase II and the estimated cost of Phase III. KMBS has agreed to a written commitment that the final cost for Phase III will not exceed $15,300 and that any additional expenses will not be passed on to the City. Memorandum To: Economic Development Committee From: Krysti Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Rob Fredrickson, Finance Director Date: September 23, 2024 Subject: Konica Minolta – Change Order Request (Budget Amendment) Comm Dev Scanning Project Staff Recommendation: It is staff’s recommendation the City Council approve a budget adjustment of $34,582.69 to ensure completion of the Konica Minolta scanning project. This amount can be accommodated within the current fiscal year’s budget, allowing the City to close out the project without further delays or costs. Staff will be available at Tuesday night’s meeting to discuss further and answer any questions. Attachments: 1. Proposed Konica Minolta Change Order Agreement 2. Project 2 – Project Status Report as of 06/20/2024 3. Project 1 Approved Agreement 4. Project 2 Approved Agreement Konica Minolta Change Control Title:The United City of Yorkville Project:Project Files,Property Maintenance Files,and Misc.Files Date:8/16/2024 Author:Cari Wickstrom Organization:Konica Minolta Business Solutions Originator:Clement Klima Organization:Konica Minolta Business Solutions Project Specification:Property Maintenance Files The project specifications listed below will be reviewed and agreed upon during a document review. ●It is assumed that document preparation will require the unfolding of large-format plans,a minimal to moderate removal of staples or clips,taping-up of post-it notes on separate sheets,application of bar-coded slip sheets,and the extraction and recording of index values. ●The overall page condition is relatively good and will not require repair (such as mending or taping services)to facilitate scanning services. ●The files will be unitized at the folder level;every page will be its own PDF image file. ●It is assumed that there is an approximate average of 40 images per folder. ●The files contain primarily 8½”x11”pages but will contain large-format plans with sizes larger than 11”x17”. ●The documents will be indexed on one value: o Folder Tab ●The files contain a mixture of black and white (bitonal)and color pages.All pages will be captured in color. Project Specification:Miscellaneous Info Files The project specifications listed below will be reviewed and agreed upon during a document review. ●It is assumed that document preparation will require the unfolding of large-format plans,a minimal to moderate removal of staples or clips,taping-up of post-it notes on separate sheets,application of bar-coded slip sheets,and the extraction and recording of index values. ●The overall page condition is relatively good and will not require repair (such as mending or taping services)to facilitate scanning services. ●The files will be unitized at the folder level;every page will be its own PDF image file. ●It is assumed that there is an approximate average of 40 images per folder. ●The files contain primarily 8½”x11”pages but will contain large-format plans with sizes larger than 11”x17”. ●The documents will be indexed on one value: o Folder Tab ●The files contain a mixture of black and white (bitonal)and color pages.All pages will be captured in color. Project Specification:Project Files (Small and Large Project Files) The project specifications listed below will be reviewed and agreed upon during a document review. ●It is assumed that document preparation will require the unfolding of large-format plans,a minimal to moderate removal of staples or clips,taping-up of post-it notes on separate sheets,application of bar-coded slip sheets,and the extraction and recording of index values. ●The overall page condition is relatively good and will not require repair (such as mending or taping services)to facilitate scanning services. ●The files will be unitized at the folder level;every page will be its own PDF image file. ●It is assumed that there is an approximate average of 40 images per folder. ●The files contain primarily 8½”x11”pages but will contain large-format plans with sizes larger than 11”x17”. ●The documents will be indexed on one value (located on either the file folder tab or on the 1st page of a clipped/stapled document set,in a consistent location) ●Found on Folder Tab ●The files contain a mixture of black and white (bitonal)and color pages.All pages will be captured in color. 2/13/2023 |1 Project Estimated Pricing Summary Imaging Services Estimated Extended Pricing The United City of Yorkville has a backfile of hardcopy documents estimated at over 125,000 pages,detailed below.The pricing estimates are based on the number of pages estimated by Konica Minolta based on the number of boxes received when packing/shipping materials.The United City of Yorkville will be billed based on the unit pricing below for actual pages processed, but the cost will be $15,300,and KM will scan all images without exceeding the estimate. BACKFILE CAPTURE –UNIT PRICING Service and Description Unit Pricing Scanning standard-size pages,size 11’x 17”or smaller,at 300 DPI (per page)6¢ Scanning Large-Format plans,page sizes larger than 11”x 17”at 600 DPI (per sheet)$1.75 Slip Sheet Printing (per document)3.1¢ Indexing (per field,per document,maximum 15 characters per field)5¢ Document Preparation (per hour)$25 Special handling for documents in poor or fragile condition,if required (per hour)$28 OCR for full-text search capability .5¢ Image/Index QA and Publication,including Delivery Media Master (per GB)$75 Backfile pricing is based on the assumptions and delivery specifications included in the Project Specifications section of this Proposal.If the actual conditions differ from these assumptions and specifications,the unit prices are subject to change.Should additional services be required, the customer is subject to additional charges as listed in this Proposal. 2/13/2023 |2 SUMMARIZED EXTENDED BACKFILE COST- Project Name Pages Documents Box Qty. Extended Estimated Price: Project Files 97,500 63 39 $11,700 Property Maintenance 20,000 663 8 $3,000 Miscellaneous Info 7,500 188 2 $600 Totals:49 $15,300 *KM estimates the amount above and will not exceed the $15,300 estimate above.If the scanning cost is less than estimated,KM will only charge for images scanned without exceeding the estimated price. Services Extended Estimated Price: White-glove packing service,transportation,and supplies for 437 boxes $7,142 Return Shipment–437 boxes shipped via UPS.$3,500 KM CREDIT:White-glove packing service, transportation,and supplies for 437 boxes -$7,142 KM CREDIT:Return Shipment–437 boxes shipped via UPS. -$3,500 Totals:$0.00 2/13/2023 |3 Approved Defer Until:Declined Y/N Date:Y/N Reasons/Comments: Payment Terms: FINAL APPROVALS CLIENT:The City of Yorkville AGREED AND ACCEPTED by an authorized representative of each party. Company Title Approval Title Approver Signature Date Signed Konica Minolta Approval 2/13/2023 |4 Title Approver Signature Date Signed 2/13/2023 |5 Page | 1 Copyright © 2020 KMBS, USA– PROPRIETARY PROJECT STATUS REPORT PROJECT SUMMARY REPORTING PERIOD: 9/1/2023 – 6/20/2024 CLIENT: City of Yorkville PROJECT: Scanning Project #2 PREPARED BY: Cari Berry Wickstrom STATUS SUMMARY SCOPE SCHEDULE BUDGET ISSUES These indicators provide a quick method of representing the overall status of the project as a whole. Green represents an indicator that is on track. Yellow represents a cautionary alert for the indicator. Red represents a warning alert for the indicator. RISKS Description Date Impact Progress Status WEEK’S SUMMARY Tasks that have been worked on: COY signed BPO Change Control Form – 6/30/2023 KM received priority processing list from Krysti on 7/28/2023 COY- Sent an updated priority list on 8/14/2023. KM received approval for all of Phase #1 except Flat Rolled Drawing – 10/19/2023. KM will process the of the priority list Krysti has provided. o KM has started processing Phase #1 and received approval for all of Phase #1. KM received approval to proceed with processing Phase #2 of the project. KM will be returning file from the Project #1 at the new facility location. o Returned date: 4/16/2024 KM will billed the remaining amount left out of the $109, 376 early April 2024. Action Items/Upcoming Customer Tasks: COY will review files uploaded via SFTP and provide a QA check for indexing and image quality. COY is having issue extracting the sample files from the FTP Portal. Krysti will work with her team to extract those files for review. Krysti will review the file with Gina. Action Items/Upcoming KMBS Tasks: KM will review/monitor COY budget and provide a weekly update via Project Status Report to the City of Yorkville. KM will to proceed with processing until the City of Yorkville has approved the samples uploaded via the FTP portal. File Return Location Below: o Location: In Town Self Storage 132 Indian Springs Drive Page | 2 Copyright © 2020 KMBS, USA– PROPRIETARY PROJECT STATUS REPORT Sandwich, IL 60548 PROJECT OVERVIEW The Planned dates identified in this schedule are the anticipated end dates for each task. Planned dates will be adjusted throughout the project life cycle, as they are impacted by internal or external events. Budget Chart: Project total: Phase #1: (Listed in Priority order) Rolled Drawings had 13 more boxes than projected in estimate Project Name (Document Type):Estimated Pages: Estimated Documents: Estimated Box: Actual Box Count:Estimated Price:Project Complete Y/N:Billed Amount: Engineering Files (from Flat File Room) 52,500 1,313 21 17 $6,300 Y $5,738.66 Rolled File Drawing (from Flat File Room) 4,200 210 21 34 $7,350 Y $21,556.50 Flat File Drawings (from Flat File Room) 4,000 200 20 20 $7,000 Y $13,486.00 Residential - Landscape and Archive 10,000 251 4 4 $1,200 Y $1,041.00 Commercial - Landscape 7500 188 3 3 $900 Y $689.99 Totals: 78,200 2,162 69 78 $22,750 $42,512.15 Project Name (Document Type):Estimated Pages: Estimated Documents: Estimated Box: Actual Box Count: Estimated Price:Billed Amount: Community Development (Development Files) 562,500 14,063 225 303 $67,500 N $55,431.07 Community Development - Drawings 2,000 2,000 10 Mixed in Community Development box count ^^$3,500 N $16,395.75 Engineering Files - Books --13 13 $4,388 Y $3,837.07 Commercial Boxes - Added to the Commercial Landscape Chart --5 5 $2,100 Y $1,617 Project Files (Drawing Room Cabinets/Books) 300,000 7500 120 39 $36,000 N Totals: 862,500 21,563 363 360 $109,988 $77,280.73 Project Name (Document Type):Estimated Pages: Estimated Documents: Estimated Box: Actual Box Count: Estimated Price:Billed Amount: Misc. Project Files 7,500 7500 3 3 $900 Property Maintenance Files 25,000 25000 10 9 $3,000 Totals: 32,500 32,500 13 12 $3,900 0 Project 2 Budget Net of Project 1: $117,859 Billed Amount: $119,793 Budget Projected Balance:-$52,767 Projected Dollars to be Billed:$50,833 COY- Budget Tracking: The United City of Yorkville: Project #2 Phase 1 Priority Phase 2 Priority Phase 3 Priority Packing and Transportation of files Cost: $10,642 Estimated leftover budget from Project #1 -$34,916 $8,483Actual leftover budget from Project #1 Total Project Overview Current Total Projected Total Original Estimate Difference Boxes 529 678 442 (236) Documents 33,429 34,478 30,149 (4,330) Pages 467,206 599,798 987,700 387,902 Calculated Imaging Cost $119,793 $139,813 $135,750 -$4,063 Actual Leftover Budget From Project #1 -$8,483 -$8,483 -$34,916 -$26,433 White-Glove Pack & Ship $7,142 $7,142 $7,142 $0 Return Shipment $3,500 $3,500 $3,500 $0 Total Cost $121,952 $141,972 $111,476 -$30,496 Engineering Project Overview Current Total Projected Total SOW Estimate Difference Engineering Boxes 30 30 21 (9) Engineering Documents 1,534 1,534 1,313 (222) Engineering Pages 50,886 50,886 52,500 1,614 Avg. Pages per Document 33 33 40 (7) Avg. Documents per Box 51 51 62.50 11 Avg. Pages per Box 1,696 1,696 2,500 804 Calculated Imaging Cost $9,576 $9,576 $6,300 -$3,276 Page | 3 Copyright © 2020 KMBS, USA– PROPRIETARY PROJECT STATUS REPORT Commercial Landscape- This now includes Large Format images cost and includes the additional 5 Commercial boxes that were found when sorting through the remaining boxes. Billed separately and uploaded as separate batches. Phase #2: Rolled Drawings Project Overview Current Total Projected Total SOW Estimate Difference Rolled Drawings Boxes 34 34 21 (13) Rolled Drawings Documents 12,318 12,318 210 (12,108) Rolled Drawings Pages 12,318 12,318 4,200 (8,118) Avg. Pages per Document 1 1 20 (19) Avg. Documents per Box 362 362 10.00 (352) Avg. Pages per Box 362 362 200 (162) Calculated Imaging Cost $21,557 $21,557 $7,350 -$14,207 Flat Drawings Project Overview Current Total Projected Total SOW Estimate Difference Flat Drawings Boxes 20 20 20 - Flat Drawings Documents 7,706 7,706 4,000 (3,706) Flat Drawings Pages 7,706 7,706 4,000 (3,706) Avg. Pages per Document 1 1 20 (19) Avg. Documents per Box 385 385 200.00 (185) Avg. Pages per Box 385 385 200 (185) Calculated Imaging Cost $13,486 $13,486 $7,000 -$6,486 Residential Files- Landscape and Archive Misc. Project OverviewCurrent Total Projected Total SOW Estimate Difference Residential Files- Lanscape and Misc. Boxes 4 4 4 - Residential Files- Lanscape and Misc. Documents 294 294 251 (43) Residential Files- Lanscape and Misc. Pages 4,600 4,600 10,000 5,400 Avg. Pages per Document 16 16 2,500.00 (2,484) Avg. Documents per Box 74 74 62.75 (11) Avg. Pages per Box 1,150 1,150 2,500.00 1,350 Calculated Imaging Cost w/ Billing Credit Deducted $1,041 $1,041 $1,200 $159 Commercial Landscape and 5 Comm Reg. Boxes Found Project OverviewCurrent Total Projected Total SOW Estimate Difference Commercial Landscape Boxes 8 8 8 - Commercial Landscape Documents 347 347 500 153 Commercial Landscape Pages 7,137 7,137 20,000 12,863 Avg. Pages per Document 21 21 40 (19) Avg. Documents per Box 43 43 62.50 19 Avg. Pages per Box 892 892 2,500 1,608 Calculated Imaging Cost $2,307 $2,307 $3,000 $693 Community Development Project Overview Current Total Projected Total SOW Estimate Difference Community Development Boxes 224 303 225 (78) Community Development Documents 2,213 2,993 14,063 11,069 Community Development Pages 375,195 507,518 562,500 54,982 Avg. Pages per Document 170 170 40 130 Avg. Documents per Box 10 10 62.50 53 Avg. Pages per Box 1,675 1,675 2,500 825 Calculated Imaging Cost $55,431 $74,980 $67,500 -$7,480 Page | 4 Copyright © 2020 KMBS, USA– PROPRIETARY PROJECT STATUS REPORT Project Files – The final box count was 65, is the boxes labeled small project (31 boxes) and large projects (16 boxes) in this category? Phase #3: Property Maintenance- 12 boxes higher than estimated ____________________________________________________________________________________________________ Not in Change Control Form: Community Drawings Project Overview Current Total Projected Total SOW Estimate Difference Community Drawings Documents 9,364 10,081 2,000 (8,081) Community Drawings Pages 9,364 10,081 2,000 (8,081) Avg. Pages per Document 1 1 20 (19) Avg. Documents per Box 45 45 200.00 155 Avg. Pages per Box 45 45 200 155 Calculated Imaging Cost $16,396 $17,651 $3,500 -$14,151 Project Files Project Overview Current Total Projected Total SOW Estimate Difference Project Files Boxes - 39 120 81 Project Files Documents - - 7,500 7,500 Project Files Pages - - 300,000 300,000 Avg. Pages per Document - - 40 (40) Avg. Documents per Box - - 62.50 63 Avg. Pages per Box - - 2,500 2,500 Calculated Imaging Cost $0 $0 $36,000 $36,000 Property Maintenance Project Overview Current Total Projected Total SOW Estimate Difference Property Maintenance Boxes - 22 10 (12) Property Maintenance Documents - - 625 625 Property Maintenance Pages - - 25,000 25,000 Avg. Pages per Document - - 40 (40) Avg. Documents per Box - - 62.50 63 Avg. Pages per Box - - 2,500 2,500 Calculated Imaging Cost $0 $0 $3,000 $3,000 Miscellaneous Info Project Overview Current Total Projected Total SOW Estimate Difference Miscellaneous Info Boxes - 3 3 - Miscellaneous Info Documents - - 188 188 Miscellaneous Info Pages - - 7,500 7,500 Avg. Pages per Document - - 40 (40) Avg. Documents per Box - - 62.50 63 Avg. Pages per Box - - 2,500 2,500 Calculated Imaging Cost $0 $0 $900 $900 Page | 5 Copyright © 2020 KMBS, USA– PROPRIETARY PROJECT STATUS REPORT Small Projects - Project Overview Current Total Projected Total SOW Estimate Difference Small Projects Boxes - 31 31 Small Projects Documents - - - Small Projects Pages - - - Avg. Pages per Document - - - Avg. Documents per Box - - - - Avg. Pages per Box - - - - Calculated Imaging Cost $0 $0 $0 $0 Large Projects - Project Overview Current Total Projected Total SOW Estimate Difference Large Projects Misc Boxes - 16 16 Large Projects Documents - - - Large Projects Pages - - - Avg. Pages per Document - - - Avg. Documents per Box - - - - Avg. Pages per Box - - - - Calculated Imaging Cost $0 $0 $0 $0 Konica Minolta Change Control mOnIC^mINooA Tide: The United City of Project: Reaidentia|-Londscape. Residential Archive Yorkville K4iac.. Comrneroia|-Landacape. Community Development, Community Development Drawings, Engineering. Property Maintenance, Misc. Info, Rolled Drawings, and Flat Drawings Date: 5/4/2023 Konica Minolta Business Solutions Author: Cari Wickstrorn Organization: Konica Minolta Business So/utions Originator: Clement Klima Organization: The project s na |istedbe|ovvwiUberevievvedandagreeduponduhngodoournant review. tioassumed that document preparation will require the unfolding of large-format p|ono, o minimal to moderate removal of staples or c|ipo, taping-up of post-it notes on separate sheets, application of bar-coded slip sheets, and the extraction and recording of index values. It is assumed that the overall page condition is relatively good and will not require repair(such as mending or taping services) to facilitate scanning services. The files will be unitized ot the folder |eve| every page will ba its own pdf image file. tio assumed that there iaon approximate average of4O images per folder. w The files contain primarily 81/2^x11" pages but will contain large-format plans with sizes larger than 11''x17^ The documents will be indexed on one value: (located on either the file folder tab or on the 1 st page of a clipped/stapled document set, in a consistent location) TBO The files contain a mixture of black and white (bitonal) and color pages. All pages will be captured in color. 2 r i - s The project specifications listed below will be reviewed and agreed upon during a document review. It is assumed that document preparation will require the unfolding of large-format p|ana, a minimal to moderate removal of staples or clips, taping-up of post-it notes on separate sheets, application of bar-coded slip sheets, and the extraction and recording of index values. It is assumed that the overall page condition is relatively good and will not require repair (such as mending or taping services) to facilitate scanning services. w The files will be unitized at the folder level; every page will be its own pdf image file. It is assumed that there is an approximate average of 40 images per folder. The files contain primarily 81/2"xl 1" pages but will contain large-format plans with sizes larger than 11''x17^ DocuSign Envelope ID: 04F6A6F1-2DC3-4913-AEC2-72878CA13E13 A iW KONICA MINOLTA The documents will be indexed on one value: (located on either the file folder tab or on the 1st page of a clipped/stapled document set, in a consistent location) TBD The files contain a mixture of black and white (bitonal) and color pages. All pages will be captured in color. The project specifications listed below will be reviewed and agreed upon during a document review. It is assumed that document preparation will require the unfolding of large-format plans, a minimal to moderate removal of staples or clips, taping-up of post-it notes on separate sheets, application of bar-coded slip sheets, and the extraction and recording of index values. It is assumed that the overall page condition is relatively good and will not require repair(such as mending or taping services) to facilitate scanning services. The files will be unitized at the folder level; every page will be its own .pdf image file. It is assumed that there is an approximate average of 40 images per folder. The files contain primarily 8'/z"x11" pages but will contain large-format plans with sizes larger than 11"x17". The documents will be indexed on one value: (located on either the file folder tab or on the 1 st page of a clipped/stapled document set, in a consistent location) Found on Folder Tab The files contain a mixture of black and white (bitonal) and color pages. All pages will be captured in color. The project specifications listed below will be reviewed and agreed upon during a document review. It is assumed that document preparation will require the unfolding of large-format plans, a minimal to moderate removal of staples or clips, taping-up of post-it notes on separate sheets, application of bar-coded slip sheets, and the extraction and recording of index values. It is assumed that the overall page condition is relatively good and will not require repair(such as mending or taping services) to facilitate scanning services. The files will be unitized at the folder level; every page will be its own .pdf image file. It is assumed that there is an approximate average of 40 images per folder. The files contain primarily 8'h"x11" pages but will contain large-format plans with sizes larger than 11"x17". The documents will be indexed on one value: (located on either the file folder tab or on the 1 st page of a clipped/stapled document set, in a consistent location) Address (Found on Folder Tab) The files contain a mixture of black and white (bitonal) and color pages. All pages will be captured in color. 2/13/ 023 1 1 DocuSign Envelope ID: 04F6A6F1-2DC3-4913-AEC2-72878CA13E13 Apik KONICA MINOITA The project specifications listed below will be reviewed and agreed upon during a document review. It is assumed that document preparation will require the unfolding of large-format plans, a minimal to moderate removal of staples or clips, taping-up of post-it notes on separate sheets, application of bar-coded slip sheets, and the extraction and recording of index values. It is assumed that the overall page condition is relatively good and will not require repair (such as mending or taping services) to facilitate scanning services. The files will be unitized at the folder level; every page will be its own .pdf image file. It is assumed that there is an approximate average of 40 images per folder. The files contain primarily 8'/2"x11" pages but will contain large-format plans with sizes larger than 11"x17". The documents will be indexed on one value: Folder Tab C7X BILL -- FIELD REPORTS File Naming: FoxHill-Unit 1 - Field Reports The files contain a mixture of black and white (bitonal) and color pages. All pages will be captured in color. The project specifications listed below will be reviewed and agreed upon during a document review. It is assumed that document preparation will require the unfolding of large-format plans, a minimal to moderate removal of staples or clips, taping-up of post-it notes on separate sheets, application of bar-coded slip sheets, and the extraction and recording of index values. It is assumed that the overall page condition is relatively good and will not require repair (such as mending or taping services) to facilitate scanning services. The files will be unitized at the folder level; every page will be its own .pdf image file. It is assumed that there is an approximate average of 40 images per folder. The files contain primarily 8'/2"x11" pages but will contain large-format plans with sizes larger than 11"x17". The documents will be indexed on one value: Letter(example: M) The files contain a mixture of black and white (bitonal) and color pages. All pages will be captured in color. 2/13,/2023 12 DocuSign Envelope ID: 04F6A6F1-2DC3-4913-AEC2-72878CA13E13 KONICA MINOLTA The project specifications listed below will be reviewed and agreed upon during a document review. It is assumed that document preparation will require the unfolding of large-format plans, a minimal to moderate removal of staples or clips, taping-up of post-it notes on separate sheets, application of bar-coded slip sheets, and the extraction and recording of index values. It is assumed that the overall page condition is relatively good and will not require repair(such as mending or taping services) to facilitate scanning services. The files will be unitized at the folder level; every page will be its own .pdf image file. It is assumed that there is an approximate average of 40 images per folder. The files contain primarily 8'h"x11" pages but will contain large-format plans with sizes larger than 11"x17". The documents will be indexed on one value: TBD The files contain a mixture of black and white (bitonal) and color pages. All pages will be captured in color. The project specifications listed below will be reviewed and agreed upon during a document review. It is assumed that document preparation will require the unfolding of large-format plans, a minimal to moderate removal of staples or clips, taping-up of post-it notes on separate sheets, application of bar-coded slip sheets, and the extraction and recording of index values. It is assumed that the overall page condition is relatively good and will not require repair (such as mending or taping services) to facilitate scanning services. The files will be unitized at the folder level; every page will be its own .pdf image file. It is assumed that there is an approximate average of 40 images per folder. The files contain primarily 8'/2"x11" pages but will contain large-format plans with sizes larger than 11"x17". The documents will be indexed on one value: (located on either the file folder tab or on the 1st page of a clipped/stapled document set, in a consistent location) Found on Folder Tab The files contain a mixture of black and white (bitonal) and color pages. All pages will be captured in color. The project specifications listed below will be reviewed and agreed upon during a document review. The drawings will be unitized on the roll, book, or stapled level; every drawing will be its own .pdf image file. It's estimated that there is an average of 20-40 images per group. The documents will be indexed on one value: o Project Name/Title The files contain a mixture of black and white (bitonal) and color pages. All pages will be captured in color. 21 31,2023 1 3 DocuSign Envelope ID: 04F6A6F1-2DC3-4913-AEC2-72878CA13E13 KOnICAmmmLTA aO [lO Vcle- U ( P0|[l( The United City of Yorkville has a backfile of hardcopy documents estimated at over 975,200 pages. These are detailed below. The estimates provided for the purposes of pricing are based on the number of pages estimated by Konica Minolta based on the number of boxes received when packing/shipping materials. The United City of Yorkville will be billed based on the unit pricing below for actual pages processed. Service and Descriip iion Unit Prici Scanning standard-size pages, size 11' x 17" or smaller, at 300 DPI (per 6d Scanning Large-Format plans page sizes larger than 11" x 17," at 600 DPI (per sheet) Slip Sheet Printing (per document) 310 Indexing (per field, per document, maximum 15 characters per field) 5 C Document Preparation (per hour) 25 Special handling for documents in poor or fragile condition, if required 28 per hour) OCR for full-text search capability 5o Image/index QA and Publication, including Delivery Media Master (per 5 Backfile pricing is based on the assumptions and delivery specifications included in the Project Specifications section of this Proposal. If the actual conditions differ from these assumptions and specifications, the unit prices are subject to change. Should additional services be required, the customer io subject to additional charges oa listed in this Proposal. 2/13/2023 1 4 DocuSign Envelope ID: 04F6A6F1-2DC3-4913-AEC2-72878CA13E13 Aft KONIU MINOLTA 1 Residential - Landscape 7,500 188 3 900 Residential - Archive Misc 2.500 63 300 3 Commercial - Landscape 7,500 188 3 900 4 Community Development 2,000 10.E 10 3,500 Drawings 5 Engineering 52,500 1.313 21 6,300 Property Maintenance 25,000 525 10 3.000 Miscellaneous Info 7,500 188 3 900 Robed Drawing 4,200 210 21 7,350 Flat Drawing 4,000 200 20 7,000 1 Project Files 300,000 r .500 120 36.000 11 Community Development 562,500 14.063 225 67:500 tion, and Cos White-glove packing service, transportation, and supplies for 437 boxes 7,142 Return Shipment—437 boxes shipped via UPS. ( 3.500 I 2/13/2023 1 5 DocuSign Envelope ID: 04F6A6F1-2DC3-4913-AEC2-72878CA13E13 KONIU MINOLTA ik!a 7 C7 Extendedxtended Estimated Price: Extended I3ackfile Cost (437 boxes, 975,200 133 650 Estimated Images) White Glove Pack & Ship 7 142 Return Shipment 3,500 Estimated Funds Remaining from Residential & 34,916 Commercial Active/Archive Project 109,376 Approved Defer Y/N Date. l FINAL AP CLIENT Company Title AGREED AND ACCEPTED by an authorized representative of each party. 2/13/2023 6 DocuSign Envelope ID: 04F6A6F1-2DC3-4913-AEC2-72878CA13E13 KONICA MINOITA Company Title Approval CiL Title Approver Signature DateSigned Konica Minolta Approval Title Approver Signature Date Signed 2/13/2023 1 7 DocuSign Envelope ID: 04F6A6F1-2DC3-4913-AEC2-72878CA13E13 National Director, BPO Services 7/6/2023 Phil DeSimone Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #1 Tracking Number CC 2024-78 Fiscal Year 2025 Computer Purchase Order City Council – October 8, 2024 Majority Approval Please see the attached. Erin Willrett Administration Name Department Summary Approval of FY25 computer purchases. Background In 2019, the City developed a computer replacement schedule. This allowed employees to have access to a computer with a current warranty and also allowed the IT provider to work on models that were consistent. For this fiscal year, staff is recommending purchasing 19 laptops and docking stations, 15 monitors, and 5 hard drives. The following pricing/options was presented to staff: • SHI for a total of $36,907.02. • CDW-G for a total of $33,211.66 • Paragon for a total of $30,648.42 Recommendation Staff is recommending the approval of the Paragon Quotes for the FY25 computer equipment for a total of $30,648.42. This amount is within the FY25 budget. Memorandum To: City Council From: Erin Willrett, Assistant City Administrator CC: Bart Olson, City Administrator Date: October 8, 2024 Subject: FY25 Computer Purchase Hardware Software Services IT Solutions Brands Research Hub ERIN WILLRETT, Thank you for considering CDWG for your technology needs. The details of your quote are below. If you are an eProcurement or single sign on customer, please log into your system to access the CDW site. You can search for your quote to retrieve and transfer back into your system for processing. For all other customers, click below to convert your quote to an order. Convert Quote to Order QUOTE #QUOTE DATE QUOTE REFERENCE CUSTOMER #GRAND TOTAL PCLH937 9/18/2024 PCFH881 5181221 $33,211.66 QUOTE DETAILS ITEM QTY CDW#UNIT PRICE EXT.PRICE Dell Latitude 5450 - AI Ready - 14" - Intel Core Ultra 5 - 125U - 16 GB RAM 15 7883080 $1,011.10 $15,166.50 Mfg. Part#: 3H85P Contract: Sourcewell 121923-CDWG Tech Catalog (121923) Dell Latitude 5550 - AI Ready - 15.6" - Intel Core Ultra 7 - 155U - 16 GB R 3 7883082 $1,037.63 $3,112.89 Mfg. Part#: VFR3R Contract: Sourcewell 121923-CDWG Tech Catalog (121923) Dell Precision 3591 - AI Ready - 15.6" - Intel Core Ultra 7 - 155H - vPro E 1 7877825 $1,828.91 $1,828.91 Mfg. Part#: 5J9V3 Contract: Sourcewell 121923-CDWG Tech Catalog (121923) Dell P2425H - LED monitor - Full HD (1080p) - 24"13 7878797 $179.03 $2,327.39 Mfg. Part#: DELL-P2425H Contract: Sourcewell 121923-CDWG Tech Catalog (121923) Dell P3223DE - LED monitor - QHD - 31.5" - TAA Compliant 2 7088774 $400.74 $801.48 Mfg. Part#: DELL-P3223DE Contract: Sourcewell 121923-CDWG Tech Catalog (121923) Dell WD22TB4 - docking station - Thunderbolt - HDMI, DP, Thunderbolt - 1GbE 19 6953648 $290.46 $5,518.74 Mfg. Part#: DELL-WD22TB4 Contract: Sourcewell 121923-CDWG Tech Catalog (121923) Dell Upgrade from 1Y Next Business Day to 3Y ProSupport - extended service 18 4122702 $189.14 $3,404.52 Mfg. Part#: 808-3126 UNSPSC: 81112307 Electronic distribution - NO MEDIA Contract: Sourcewell 121923-CDWG Tech Catalog (121923) Page 2 of 3 QUOTE DETAILS (CONT.) Dell Upgrade from 1Y Next Business Day to 3Y ProSupport - extended service 1 5725728 $290.63 $290.63 Mfg. Part#: 819-5711 Electronic distribution - NO MEDIA Contract: Sourcewell 121923-CDWG Tech Catalog (121923) Dell - SSD - 1 TB - PCIe 5 5802794 $152.12 $760.60 Mfg. Part#: SNP112P/1TB Contract: Sourcewell 121923-CDWG Tech Catalog (121923) SUBTOTAL $33,211.66 SHIPPING $0.00 SALES TAX $0.00 GRAND TOTAL $33,211.66 PURCHASER BILLING INFO DELIVER TO Billing Address: CITY OF YORKVILLE ACCOUNTS PAYABL 651 PRAIRIE POINTE DR YORKVILLE, IL 60560-0901 Phone: (630) 553-4350 Payment Terms: Net 30 Days-Govt State/Local Shipping Address: CITY OF YORKVILLE ERIN WILLRETT 651 PRAIRIE POINTE DR YORKVILLE, IL 60560-0901 Phone: (630) 553-4350 Shipping Method: UPS Ground (Indy 1-2 day) Please remit payments to: CDW Government 75 Remittance Drive Suite 1515 Chicago, IL 60675-1515 Sales Contact Info Erin McAuliffe | (877) 695-5828 | erin.mcauliffe@cdwg.com LEASE OPTIONS FMV TOTAL FMV LEASE OPTION BO TOTAL BO LEASE OPTION $33,211.66 $959.82/Month $33,211.66 $1,095.65/Month Monthly payment based on 36 month lease. Other terms and options are available. Contact your Account Manager for details. Payment quoted is subject to change. Why finance? Lower Upfront Costs. Get the products you need without impacting cash flow. Preserve your working capital and existing credit line. Flexible Payment Terms. 100% financing with no money down, payment deferrals and payment schedules that match your company’s business cycles. Predictable, Low Monthly Payments. Pay over time. Lease payments are fixed and can be tailored to your budget levels or revenue streams. Technology Refresh. Keep current technology with minimal financial impact or risk. Add-on or upgrade during the lease term and choose to return or purchase the equipment at end of lease. Page 3 of 3 Bundle Costs. You can combine hardware, software, and services into a single transaction and pay for your software licenses over time! We know your challenges and understand the need for flexibility. General Terms and Conditions: This quote is not legally binding and is for discussion purposes only. The rates are estimate only and are based on a collection of industry data from numerous sources. All rates and financial quotes are subject to final review, approval, and documentation by our leasing partners. Payments above exclude all applicable taxes. Financing is subject to credit approval and review of final equipment and services configuration. Fair Market Value leases are structured with the assumption that the equipment has a residual value at the end of the lease term. Need Help? My Account Support Call 800.800.4239 About Us |Privacy Policy |Terms and Conditions This order is subject to CDW’s Terms and Conditions of Sales and Service Projects at http://www.cdwg.com/content/terms-conditions/product-sales.aspx For more information, contact a CDW account manager. ' 2024 CDWG LLC, 200 N. Milwaukee Avenue, Vernon Hills, IL 60061 | 800.808.4239 Paragon Micro PO Box 775695 Chicago IL 60677-5695 Quote Date: 8/27/2024 Quote # Q5175620 Bill To: City of Yorkville Accounts Payable 651 Prairie Point Yorkville IL 60560 Ship To: City of Yorkville Erin Willrett 651 Prairie Pointe Yorkville IL 60560 Expires: 9/26/2024 Cost CenterTerms Credit Card Quote Name Dell Lat 5450 - Ultra5/16GB/256GB SSD/Win11/3Yr Pro (15) External Notes DUNS: 800436714 TIN: 20-0144408 CAGE CODE: 4ZHT8 Sales Rep Russo, Jeff 847-719-8417 jrusso@paragonmicro.com Customer Contact Contact: Willrett, Erin Account: CO37513 PO#: Phone: Email: ewillrett@yorkville.il.us Qty 15 MPN CUST-NB-DELL Description Dell Latitude 5450 - Intel Core Ultra 5 125U / 16GB RAM / 256GB SSD / Win 11 Pro / 14.0“, FHD 1920x1080, 60Hz, IPS, Non-Touch, AG, 250 nit, 45% NTSC, FHD+IR Cam / Integrated Intel Graphics / Intel Wi-Fi 6E AX211, 2x2, 802.11ax, Bluetooth / 3Yr ProSupport Dell Latitude 5450 BTX Base 210-BLLY - 1 - Intel Core Ultra 5 125U processor (12 MB cache, 12 cores, 14 threads, up to 4.3 GHz Turbo) 379-BFNZ - 1 - Windows 11 Pro, English, Brazilian Portuguese PT-BR, French, Spanish 619-ARSB - 1 - Activate Your Microsoft 365 For A 30 Day Trial 658-BCSB - 1 - Integrated Intel graphics for Intel Core Ultra 5 125U processor 338-CNNH - 1 - Intel Rapid Storage Technology Driver 409-BCXT - 1 - Intel vPro Management Disabled 631-BBTF - 1 - 16 GB: 2 x 8 GB, DDR5, 5600 MT/s (5200 MT/s with 13th Gen Intel Core processors) 370-BBTL - 1 - 256 GB, M.2 2230, TLC, Gen 4 PCIe NVMe, SSD 400-BRGL - 1 - 14.0”, FHD 1920x1080, 60Hz, IPS, Non-Touch, AG, 250 nit, 45% NTSC, FHD+IR Cam, 4G 391-BJGV - 1 - English US backlit AI hotkey keyboard, 79-key 583-BLMY - 1 - Intel AX211 WLAN Driver 555-BKPM - 1 - Intel Wi-Fi 6E (6 where 6E unavailable) AX211, 2x2, 802.11ax, Bluetooth 5.3 wireless card 555-BKLQ - 1 - 3-cell, 54 Wh, ExpressCharge Capable, ExpressCharge Boost Capable 451-BDGX - 1 - 65W AC adapter, USB Type-C, EcoDesign 492-BDMN - 1 - No Security 346-BKMJ - 1 - E4 Power Cord 1M for US 537-BBDO - 1 - Latitude 5450 Quick Start Guide 340-DMNG - 1 - SERI Guide (ENG/FR/Multi) 340-AGIK - 1 - ENERGY STAR Qualified 387-BBPC - 1 - Fixed Hardware Configuration 998-GWYD - 1 - Dell Additional Software 658-BFQB - 1 - BTS 15/28W CPU + UMA + 65W Adapter ML 340-DPFX - 1 - Intel Core Ultra 5 Non-vPro Label 389-FGSN - 1 - POD Label 389-EDJB - 1 - FHD HDR IR Camera, ExpressSign-In, No Intelligent Privacy, TNR, Camera Shutter, Microphone 319-BBKH - 1 - EPEAT 2018 Registered (Gold) 379-BDZB - 1 - Latitude 5450 Bottom Door, U15 321-BKTY - 1 - Dell Limited Hardware Warranty Extended Year(s) 975-3461 - 1 - Thank you choosing Dell ProSupport. For tech support, visit //support.dell.com/ProSupport 989-3449 - 1 - Dell Limited Hardware Warranty 997-8317 - 1 - ProSupport: 7x24 Technical Support, 3 Years 997-8344 - 1 - ProSupport: Next Business Day Onsite, 1 Year 997-8349 - 1 - ProSupport: Next Business Day Onsite, 2 Year Extended 997-8354 - 1 - Notes Mfg # 3000180688741 Unit Price 1,112.99 Total 16,694.85 Page 1 of 2 Paragon Micro PO Box 775695 Chicago IL 60677-5695 Page 2 of 2 Quote Date: 8/27/2024 Quote # Q5175620 Expires: 9/26/2024 Qty MPN Description Notes Unit Price Total Subtotal Shipping Cost (FedEx Ground® (2-5 Business Days)) Total 16,694.85 0.00 $16,694.85 We value your business and will continue to provide you with excellent service in addition to our comprehensive product line. SALES TAXES ARE ESTIMATED and may change depending on the rates levied by the destination’s tax jurisdiction at the time of invoicing. Finalized invoice will be sent by Paragon Micro’s Accounting Department. PRICING AND INFORMATION DISCLAIMER: All pricing is subject to change without notice. For all prices, products and offers, Paragon Micro, Inc. reserves the right to make adjustments due to changing market conditions, product discontinuation, manufacturer price changes, errors in advertisements and other extenuating circumstances. While Paragon Micro, Inc. uses reasonable efforts to include accurate and up-to-date information on the Site, Paragon Micro, Inc. makes no warranties or representations as to the Site’s accuracy. Paragon Micro, Inc. assumes no liability or responsibility for any errors or omissions in the content on the Site. ______________________________________________ ______________________________________________ Accepted By: Printed Name Purchase Order # ______________________________________________ ______________________________________________ Authorized Signature Date Paragon Micro PO Box 775695 Chicago IL 60677-5695 Quote Date: 8/27/2024 Quote # Q5175622 Bill To: City of Yorkville Accounts Payable 651 Prairie Point Yorkville IL 60560 Ship To: City of Yorkville Erin Willrett 651 Prairie Pointe Yorkville IL 60560 Expires: 9/26/2024 Cost CenterTerms Credit Card Quote Name Dell Lat 5550 - Ultra7/16GB/512GB SSD/Win11/3Yr Pro (3) External Notes DUNS: 800436714 TIN: 20-0144408 CAGE CODE: 4ZHT8 Sales Rep Russo, Jeff 847-719-8417 jrusso@paragonmicro.com Customer Contact Contact: Willrett, Erin Account: CO37513 PO#: Phone: Email: ewillrett@yorkville.il.us Qty 3 MPN CUST-NB-DELL Description Dell Latitude 5550 - Intel Core Ultra 7 155U / 16GB RAM / 512GB SSD / Win 11 Pro / 15.6“, FHD 1920x1080, 60Hz, IPS, Non-Touch, AG, 250 nit, 45% NTSC, FHD Cam / Integrated Intel Graphics / Intel Wi-Fi 6E AX211, 2x2, 802.11ax, Bluetooth / 3Yr ProSupport Dell Latitude 5550 BTX Base 210-BLMN - 1 - Intel(R) Core(TM) Ultra 7 155U (12 MB cache, 12 cores, 14 threads, up to 4.8 GHz) 379-BFPD - 1 - Windows 11 Pro, English, Brazilian Portuguese PT-BR, French, Spanish 619-ARSB - 1 - Activate Your Microsoft 365 For A 30 Day Trial 658-BCSB - 1 - Assembly Base MTL 5550 338-CNRG - 1 - Integrated Intel graphics for Intel Core Ultra 7 155U processor 338-CNRM - 1 - Latitude 5550 Bottom Door, MTL U15 321-BKTQ - 1 - Intel Rapid Storage Technology Driver 409-BCXY - 1 - Intel vPro Management Disabled 631-BBSQ - 1 - 16 GB: 2 x 8 GB, DDR5, 5600 MT/s (5200 MT/s with 13th Gen Intel Core processors) 370-BBTL - 1 - 512 GB, M.2 2230, TLC, Gen 4 PCIe NVMe, SSD 400-BRFW - 1 - 15.6”, FHD 1920x1080, 60Hz, IPS, Non-Touch, AG, 250 nit, 45% NTSC, FHD Cam 391-BJHB - 1 - English US backlit AI hotkey keyboard with numeric keypad, 99-key 583-BLNH - 1 - Intel AX211 WLAN Driver 555-BKQC - 1 - Intel Wi-Fi 6E (6 where 6E unavailable) AX211, 2x2, 802.11ax, Bluetooth 5.3 wireless card 555-BKLQ - 1 - 3-cell, 54 Wh, ExpressCharge Capable, ExpressCharge Boost Capable 451-BDGX - 1 - 65W AC adapter, USB Type-C, EcoDesign 492-BDMN - 1 - No Security 346-BKLV - 1 - E4 Power Cord 1M for US 537-BBDO - 1 - Latitude 5550 Quick Start Guide 340-DMNY - 1 - SERI Guide (ENG/FR/Multi) 340-AGIK - 1 - ENERGY STAR Qualified 387-BBPC - 1 - Fixed Hardware Configuration 998-GXFZ - 1 - Dell Additional Software 658-BFQB - 1 - BTS MTL 65W ADPT 340-DMLZ - 1 - Intel Core Ultra 7 Non-vPro Label 389-FGSP - 1 - POD Label 389-EDJB - 1 - FHD HDR RGB Camera, TNR, Camera Shutter, Microphone 319-BBKK - 1 - EPEAT 2018 Registered (Gold) 379-BDZB - 1 - Dell Limited Hardware Warranty Extended Year(s) 975-3461 - 1 - Thank you choosing Dell ProSupport. For tech support, visit //support.dell.com/ProSupport 989-3449 - 1 - Dell Limited Hardware Warranty 997-8317 - 1 - ProSupport: 7x24 Technical Support, 3 Years 997-8344 - 1 - ProSupport: Next Business Day Onsite, 1 Year 997-8349 - 1 - ProSupport: Next Business Day Onsite, 2 Year Extended 997-8354 - 1 - Notes Mfg # 3000180689139 Unit Price 1,299.99 Total 3,899.97 Page 1 of 2 Paragon Micro PO Box 775695 Chicago IL 60677-5695 Page 2 of 2 Quote Date: 8/27/2024 Quote # Q5175622 Expires: 9/26/2024 Qty MPN Description Notes Unit Price Total Subtotal Shipping Cost (FedEx Ground® (2-5 Business Days)) Total 3,899.97 0.00 $3,899.97 We value your business and will continue to provide you with excellent service in addition to our comprehensive product line. SALES TAXES ARE ESTIMATED and may change depending on the rates levied by the destination’s tax jurisdiction at the time of invoicing. Finalized invoice will be sent by Paragon Micro’s Accounting Department. PRICING AND INFORMATION DISCLAIMER: All pricing is subject to change without notice. For all prices, products and offers, Paragon Micro, Inc. reserves the right to make adjustments due to changing market conditions, product discontinuation, manufacturer price changes, errors in advertisements and other extenuating circumstances. While Paragon Micro, Inc. uses reasonable efforts to include accurate and up-to-date information on the Site, Paragon Micro, Inc. makes no warranties or representations as to the Site’s accuracy. Paragon Micro, Inc. assumes no liability or responsibility for any errors or omissions in the content on the Site. ______________________________________________ ______________________________________________ Accepted By: Printed Name Purchase Order # ______________________________________________ ______________________________________________ Authorized Signature Date Paragon Micro PO Box 775695 Chicago IL 60677-5695 Quote Date: 8/27/2024 Quote # Q5175623 Bill To: City of Yorkville Accounts Payable 651 Prairie Point Yorkville IL 60560 Ship To: City of Yorkville Erin Willrett 651 Prairie Pointe Yorkville IL 60560 Expires: 9/26/2024 Cost CenterTerms Credit Card Quote Name Dell Mob Prec 3591 - Ultra7/16GB/512GB SSD/Nvidia/Win11/3Yr Pro External Notes DUNS: 800436714 TIN: 20-0144408 CAGE CODE: 4ZHT8 Sales Rep Russo, Jeff 847-719-8417 jrusso@paragonmicro.com Customer Contact Contact: Willrett, Erin Account: CO37513 PO#: Phone: Email: ewillrett@yorkville.il.us Qty 1 MPN CUST-NB-DELL Description Dell Mobile Precision Workstation 3591 - Intel Core Ultra 7 155U / 16GB RAM / 512GB SSD / Win 11 Pro / 15.6“ FHD 1920x1080, 60Hz, 250 nits, Non-Touch, FHD HDR IR Camera, Mic, WLAN / NVIDIA RTX 500 Ada Generation, 4 GB / Intel Wi-Fi 6/6E AX211, 2x2, 802.11ax, Bluetooth / 3Yr ProSupport Dell Mobile Precision Workstation 3591 210-BLND - 1 - Intel Core Ultra 7 155H vPro Essentials (24 MB cache, 16 cores, 22 threads, up to 4.8 GHz, 45W) 379-BFQT - 1 - Windows 11 Pro, English, Brazilian Portuguese PT-BR, French, Spanish 619-ARSB - 1 - Intel Core Ultra 7 155H Processor and NVIDIA RTX 500 Ada 4GB GDDR6 Graphics 329-BKFT - 1 - Intel vPro Essentials Technology Enabled 631-BBXD - 1 - Activate Your Microsoft 365 For A 30 Day Trial 658-BCSB - 1 - NVIDIA RTX 500 Ada Generation, 4 GB GDDR6 490-BKBY - 1 - 15.6” FHD 1920x1080, 60Hz, 250 nits, Non-Touch, FHD HDR IR Camera, Mic, WLAN 391-BJCY - 1 - FHD HDR IR Camera, ExpressSign-In, No Intelligent Privacy, TNR, Camera Shutter, Microphone 319-BBKH - 1 - 16 GB: 1 x 16 GB, DDR5, 5600 MT/s, non-ECC 370-BBYL - 1 - 512GB, M.2 2230, Gen4 PCIe NVMe, SSD, Class 35 400-BRHT - 1 - No Additional Hard Drive 401-AAGM - 1 - NO RAID 817-BBBN - 1 - English US backlit AI hotkey keyboard with numeric keypad, 99-key 583-BLNH - 1 - Single Pointing, Finger Print Reader, CV3+ 346-BKTK - 1 - Intel AX211, 2x2 MIMO, 2400 Mbps, 2.4/5/6 GHz, Wi-Fi 6/6E (WiFi 802.11ax), Bluetooth 555-BKND - 1 - 4 Cell, 64WHr, Standard Battery 451-BDDK - 1 - 4 Cell Battery Cable 451-BDDN - 1 - 130W Type C Power Adapter 492-BDGH - 1 - ENERGY STAR Qualified 387-BBLW - 1 - EPEAT 2018 Registered (Gold) 379-BDZB - 1 - E5 Power Cord 1M for US 537-BBDK - 1 - SERI Guide (ENG/FR/Multi) 340-AGIK - 1 - Intel AX211 WLAN Driver 555-BKSB - 1 - POD Label 389-EDJB - 1 - Packaging for 130W Adapter 340-DQMX - 1 - Fixed Hardware Configuration 998-GWKL - 1 - Intel Core Ultra vPro Essentials Label 340-DMQK - 1 - Dell Additional Software 658-BFPP - 1 - Quick Setup Guide for Mobile Precision 3591 340-DQRD - 1 - Intel Connectivity Performance Suite for Evo/vPro 640-BBTB - 1 - Thank you choosing Dell ProSupport. For tech support, visit //support.dell.com/ProSupport 989-3449 - 1 - ProSupport: 7x24 Technical Support, 3 Years 997-1109 - 1 - Dell Limited Hardware Warranty Plus Service 997-1129 - 1 - ProSupport: Next Business Day Onsite, 3 Years 997-6028 - 1 - Intel(R) Rapid Storage Technology Driver 409-BCXX - 1 - Notes Mfg # 3000180466603 Unit Price 1,599.99 Total 1,599.99 Page 1 of 2 Paragon Micro PO Box 775695 Chicago IL 60677-5695 Page 2 of 2 Quote Date: 8/27/2024 Quote # Q5175623 Expires: 9/26/2024 Qty MPN Description Notes Unit Price Total Subtotal Shipping Cost (FedEx Ground® (2-5 Business Days)) Total 1,599.99 0.00 $1,599.99 We value your business and will continue to provide you with excellent service in addition to our comprehensive product line. SALES TAXES ARE ESTIMATED and may change depending on the rates levied by the destination’s tax jurisdiction at the time of invoicing. Finalized invoice will be sent by Paragon Micro’s Accounting Department. PRICING AND INFORMATION DISCLAIMER: All pricing is subject to change without notice. For all prices, products and offers, Paragon Micro, Inc. reserves the right to make adjustments due to changing market conditions, product discontinuation, manufacturer price changes, errors in advertisements and other extenuating circumstances. While Paragon Micro, Inc. uses reasonable efforts to include accurate and up-to-date information on the Site, Paragon Micro, Inc. makes no warranties or representations as to the Site’s accuracy. Paragon Micro, Inc. assumes no liability or responsibility for any errors or omissions in the content on the Site. ______________________________________________ ______________________________________________ Accepted By: Printed Name Purchase Order # ______________________________________________ ______________________________________________ Authorized Signature Date Paragon Micro PO Box 775695 Chicago IL 60677-5695 Quote Date: 8/27/2024 Quote # Q5175625 Bill To: City of Yorkville Accounts Payable 651 Prairie Point Yorkville IL 60560 Ship To: City of Yorkville Erin Willrett 651 Prairie Pointe Yorkville IL 60560 Expires: 9/26/2024 Cost CenterTerms Credit Card Quote Name Acer XV240Y 24“ LED / EB321HQ - 32” LED (13/2) External Notes DUNS: 800436714 TIN: 20-0144408 CAGE CODE: 4ZHT8 Sales Rep Russo, Jeff 847-719-8417 jrusso@paragonmicro.com Customer Contact Contact: Willrett, Erin Account: CO37513 PO#: Phone: Email: ewillrett@yorkville.il.us Qty 13 2 MPN UM.QX0AA.301 UM.JE1AA.A01 Description Acer Nitro XV240Y M3bmiiprx - XV0 Series - LED monitor - gaming - 24“ (23.8” viewable) - 1920 x 1080 Full HD (1080p) @ 180 Hz - IPS - 250 cd/m² - 1000:1 - HDR10 - 0.5 ms - 2xHDMI, DisplayPort - speakers - black Acer EB321HQ - LED monitor - 31.5“ - 1920 x 1080 Full HD (1080p) @ 60 Hz - IPS - 300 cd/m² - 4 ms - HDMI, VGA - black Notes Unit Price 147.99 189.99 Total 1,923.87 379.98 Subtotal Shipping Cost (FedEx Ground® (2-5 Business Days)) Total 2,303.85 0.00 $2,303.85 We value your business and will continue to provide you with excellent service in addition to our comprehensive product line. SALES TAXES ARE ESTIMATED and may change depending on the rates levied by the destination’s tax jurisdiction at the time of invoicing. Finalized invoice will be sent by Paragon Micro’s Accounting Department. PRICING AND INFORMATION DISCLAIMER: All pricing is subject to change without notice. For all prices, products and offers, Paragon Micro, Inc. reserves the right to make adjustments due to changing market conditions, product discontinuation, manufacturer price changes, errors in advertisements and other extenuating circumstances. While Paragon Micro, Inc. uses reasonable efforts to include accurate and up-to-date information on the Site, Paragon Micro, Inc. makes no warranties or representations as to the Site’s accuracy. Paragon Micro, Inc. assumes no liability or responsibility for any errors or omissions in the content on the Site. ______________________________________________ ______________________________________________ Accepted By: Printed Name Purchase Order # ______________________________________________ ______________________________________________ Authorized Signature Date Paragon Micro PO Box 775695 Chicago IL 60677-5695 Quote Date: 8/27/2024 Quote # Q5175626 Bill To: City of Yorkville Accounts Payable 651 Prairie Point Yorkville IL 60560 Ship To: City of Yorkville Erin Willrett 651 Prairie Pointe Yorkville IL 60560 Expires: 9/26/2024 Cost CenterTerms Credit Card Quote Name Dell 1TB SSD for Dell Opt 3090 (5) External Notes DUNS: 800436714 TIN: 20-0144408 CAGE CODE: 4ZHT8 Sales Rep Russo, Jeff 847-719-8417 jrusso@paragonmicro.com Customer Contact Contact: Willrett, Erin Account: CO37513 PO#: Phone: Email: ewillrett@yorkville.il.us Qty 5 MPN New SKU Required - Hardware Description Dell M.2 1TB PCIe NVMe Gen 4 Class 40 SED Solid State Drive Notes Unit Price 241.99 Total 1,209.95 Subtotal Shipping Cost (FedEx Ground® (2-5 Business Days)) Total 1,209.95 0.00 $1,209.95 We value your business and will continue to provide you with excellent service in addition to our comprehensive product line. SALES TAXES ARE ESTIMATED and may change depending on the rates levied by the destination’s tax jurisdiction at the time of invoicing. Finalized invoice will be sent by Paragon Micro’s Accounting Department. PRICING AND INFORMATION DISCLAIMER: All pricing is subject to change without notice. For all prices, products and offers, Paragon Micro, Inc. reserves the right to make adjustments due to changing market conditions, product discontinuation, manufacturer price changes, errors in advertisements and other extenuating circumstances. While Paragon Micro, Inc. uses reasonable efforts to include accurate and up-to-date information on the Site, Paragon Micro, Inc. makes no warranties or representations as to the Site’s accuracy. Paragon Micro, Inc. assumes no liability or responsibility for any errors or omissions in the content on the Site. ______________________________________________ ______________________________________________ Accepted By: Printed Name Purchase Order # ______________________________________________ ______________________________________________ Authorized Signature Date Paragon Micro PO Box 775695 Chicago IL 60677-5695 Quote Date: 8/27/2024 Quote # Q5175627 Bill To: City of Yorkville Accounts Payable 651 Prairie Point Yorkville IL 60560 Ship To: City of Yorkville Erin Willrett 651 Prairie Pointe Yorkville IL 60560 Expires: 9/26/2024 Cost CenterTerms Credit Card Quote Name Dell WD22TB4 Dock (19) External Notes DUNS: 800436714 TIN: 20-0144408 CAGE CODE: 4ZHT8 Sales Rep Russo, Jeff 847-719-8417 jrusso@paragonmicro.com Customer Contact Contact: Willrett, Erin Account: CO37513 PO#: Phone: Email: ewillrett@yorkville.il.us Qty 19 MPN DELL-WD22TB 4 Description Dell WD22TB4 - Docking station - Thunderbolt - HDMI, DP, Thunderbolt - 1GbE - 130 Watt - Brown Box - with 3 years Advanced Exchange Service Notes Unit Price 259.99 Total 4,939.81 Subtotal Shipping Cost (FedEx Ground® (2-5 Business Days)) Total 4,939.81 0.00 $4,939.81 We value your business and will continue to provide you with excellent service in addition to our comprehensive product line. SALES TAXES ARE ESTIMATED and may change depending on the rates levied by the destination’s tax jurisdiction at the time of invoicing. Finalized invoice will be sent by Paragon Micro’s Accounting Department. PRICING AND INFORMATION DISCLAIMER: All pricing is subject to change without notice. For all prices, products and offers, Paragon Micro, Inc. reserves the right to make adjustments due to changing market conditions, product discontinuation, manufacturer price changes, errors in advertisements and other extenuating circumstances. While Paragon Micro, Inc. uses reasonable efforts to include accurate and up-to-date information on the Site, Paragon Micro, Inc. makes no warranties or representations as to the Site’s accuracy. Paragon Micro, Inc. assumes no liability or responsibility for any errors or omissions in the content on the Site. ______________________________________________ ______________________________________________ Accepted By: Printed Name Purchase Order # ______________________________________________ ______________________________________________ Authorized Signature Date Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #2 Tracking Number CC 2024-79 Cyrus One Watermain Easements – SOO Green and Yorkville Nexus LLC City Council – October 8, 2024 Majority Approval Please see the attached memo. Bart Olson Administration Name Department Summary Consideration of an ordinance authorizing the acquisition of temporary construction and permanent easements for the Cyrus One watermain loop from two landowners. Background This item was last discussed by the City Council at the August 27th meeting when the City Council approved easements from one landowner. Since that meeting, we have secured four easements (two permanent and two temporary) from two landowners for the watermain extension project. The first landowner is SOO Green HVDC Link ProjectCo, LLC, and the second landowner is Yorkville Nexus LLC. Yorkville Nexus LLC’s easements are being given to the City at no cost, as they are expected commence development soon. SOO Green’s easements are being given at no cost, but for a crop damage reimbursement if construction impacts the existing crops (estimated value $3,000 or less). Ordinance 2023-17 and Ordinance 2024-31 confirms easement acquisition costs are to be reimbursed by Green Door / Yorkville Nexus / Cyrus One as part of their infrastructure extension. The exact paying reimbursing entity is subject to a civil agreement between the entities and all entities have understood the City will be acquiring these easements. Recommendation Staff recommends approval of the ordinance authorizing the acquisition of temporary construction and permanent easements for the Cyrus One watermain project. Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: October 3, 2024 Subject: Cyrus One watermain easements – SOO Green and Yorkville Nexus Ordinance No. 2024-____ Page 1 Ordinance No. 2024-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS AUTHORIZING THE ACQUISITION OF CERTAIN EASEMENTS FOR THE CONSTRUCTION OF WATER MAINS WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing non-home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and WHEREAS, Yorkville Nexus, LLC, an Illinois limited liability company (“Yorkville Nexus”), submitted a proposal to the City to develop approximately two hundred seventy-nine (279) acres at the northeast corner of Eldamain and Faxon Road (the “Development Site”); and WHEREAS, Yorkville Nexus, as a part of its proposal to the City, requested the City to extend water services to the Development Site and further agreed to be responsible for all costs incurred by the City for the engineering design fees, acquisition of required temporary and permanent easements, and the cost of construction related to water service extended to the Development Site, and all permit fees for its construction (the “Project”); and WHEREAS, the City has proceeded to negotiate the acquisition of the easements required to construct the Project from the owner of certain property along Corneils Road and is prepared to authorize the acceptance of and consideration due for the conveyance of temporary construction easements and permanent easements (collectively, the “Easements”) as hereinafter provided; WHEREAS, SOO Green HDVC Link ProjectCo, LLC, a Delaware limited liability company (“Grantor”), has agreed to provide the City Easements on Grantor’s property, provided the City agrees to Grantor burying certain high voltage direct current lines through the Easements, to compensate Grantor for certain crop damage, and other consideration pursuant to an Agreement between the City and the Grantor, attached hereto as Exhibit A. Ordinance No. 2024-____ Page 2 NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. All of the Preambles hereinabove set forth are incorporated herein as if restated. Section 2. The following Easements, as attached hereto, are hereby accepted: 1. Permanent Easement dated September 26, 2024, from SOO Green HVDC Link ProjectCo LLC, a Delaware limited liability company, as Grantor, said easement being located within Parcel No. 02-18-100-003. 2. Temporary Construction Easement dated September 26, 2024, from SOO Green HVDC Link ProjectCo LLC, a Delaware limited liability company, as Grantor, said easement being located within Parcel No. 02-18-100-003. 3. Permanent Easement dated September 26, 2024, from Yorkville Nexus LLC, an Illinois limited liability company, as Grantor, said easement being located within Parcel No. 02-18-100-005. 4. Temporary Construction Easement dated September 26, 2024, from Yorkville Nexus LLC, an Illinois limited liability company, as Grantor, said easement being located within Parcel No. 02-18-100-005. Section 3. The City Council hereby authorizes the Mayor and the City Clerk to execute an Agreement between the City and Soo Green HDVC Link ProjectCo LLC, in the form attached hereto as Exhibit A. Section 4. This Ordinance shall be in full force and effect after its passage, publication, and approval as provided by law. Ordinance No. 2024-____ Page 3 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ SEAVER TARULIS _________ RUSTY CORNEILS _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ MAYOR Attest: ______________________________ CITY CLERK 7718 18CORNEILS ROAD7187718 18CORNEILS ROAD© EXHIBIT 7718 18CORNEILS ROAD7187718 18CORNEILS ROAD© EXHIBIT 718CORNEILS ROADELDAMA IN ROAD 7718 181818© EXHIBIT 718CORNEILS ROADELDAMA IN ROAD 7718 181818© EXHIBIT Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #3 Tracking Number CC 2024-80 DuPage Water Commission Agreements City Council – October 8, 2024 Supermajority (6 out of 9) Approval Please see the attached memo. Bart Olson Administration Name Department Summary Consideration of four agreements that will cause Yorkville to join the DuPage Water Commission (DWC). Background This item was last discussed by the City Council at the September 24th City Council meeting, when the City Council approved an amendment to the second escrow agreement between the City and the DWC which allowed certain project costs to be covered by the existing escrow. Prior to that meeting, the City Council heard a verbal update at the September 10th meeting that the final DWC agreements were expected to be ready for consideration at the October 8th City Council meeting. The four companion agreements included in this agenda item are: 1) Water Purchase and Sale Contract / Yorkville Subsequent Customer Agreement a. This is the main agreement that allows Yorkville to join the DWC and receive Lake Michigan water. The terms of this agreement are relatively standard between all DWC communities, and so Yorkville’s will mirror the terms that were included in the agreement from Bartlett (the last community to join DWC before Yorkville). In general, the agreement covers sale of water to Yorkville, confirmation that the transmission pipe construction is expected to be complete in 2028 with commissioning of the system and use of the water by Yorkville immediately thereafter, that Yorkville will pay rates as established by the DWC, that Yorkville agrees to pay our share of the transmission pipe construction costs, and that Yorkville agrees to pay a ~$8.01m “capital cost recovery charge” (also known as a connection fee) to DWC. Said capital cost recovery charge is being financed by DWC at 0% interest rate and may be offset by costs associated with a future decision by the City to pay for a transmission main oversizing, as described more fully in the Capital Cost Recovery Charge intergovernmental agreement. b. Other items to note within this agreement: i. The City’s use of water is limited by: 1. Our current IDNR Lake Michigan allocation permit amount (or as modified by the City and IDNR in the future) 2. Any future DWC curtailment agreement, as contemplated by the DWC Board and all DWC communities Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: October 3, 2024 Subject: DuPage Water Commission Agreements 3. The physical capacity of the system ii. Yorkville is required to maintain proper storage of water in the amount of 2x the City’s daily average water demand. This requirement is driving the consideration to build a water storage tank near the receiving stations and in future areas where the water system is being expanded (i.e. Eldamain Road). Costs of new water storage tanks related to the receiving stations have been included in prior Lake Michigan project cost estimates. Costs of new water storage tanks related to the Eldamain corridor are being estimated, with the intent to require future data center projects to cover the cost of the tanks. iii. The City will construct two receiving stations, one near the Grande Reserve water tower and water treatment plant, and one expected to be near Route 71 and 126 (site under discussion for acquisition). DWC will construct and operate two metering stations adjacent to the City’s receiving stations. iv. There are currently 13 DWC board members (2 board members from each DWC district and one at-large board member). The approval of this agreement will cause the DWC board member count to increase to 15, with both of the new DWC members coming from Kendall County. One of the board members will be chosen from Kendall County by the DuPage County Board Chair, and the other board member will be appointed by a majority vote of the Yorkville, Oswego, and Montgomery mayors. Any future towns added to DWC membership in the future will be put into the Yorkville/Oswego/Montgomery board district, and will share appointing authority with our mayors. 2) Waterlink Project Escrow Intergovernmental Agreement a. This is the main construction funding agreement for the transmission main project. These costs include land acquisition. This agreement requires Yorkville to fund its 40.22% share of the project costs in advance of DWC incurring costs (and at a schedule to be determined at a later date once bids have been received) and to replenish the escrow account anytime it drops below $30m. b. Other items to note within this agreement: i. DWC is offering each town a line of credit in the amount of $7m to use for construction funding. The interest rates for this line of credit are set at DWC’s highest interest rate on its investments plus 1% - and thus, it is unlikely to be a better option than WIFIA, state revolving loan fund, or even the City’s normal bonds. However, this line-of-credit could be used if any of the other financing options fall short or if the City misses a construction funding escrow payment. In the latter scenario, DWC would have the ability to charge the line-of-credit to offset the City’s non- payment. 3) Intergovernmental Agreement Concerning Development of Connection Facilities to Implement Water Service a. This project covers definitions and processes of the actual construction project for the transmission main: i. Defines what components are included in the different cost estimates for the project ii. Clarifies that DWC will be responsible for designing and constructing the connection facilities to be housed on the City’s receiving station properties iii. Declares DWC to be responsible for land acquisition, including eminent domain processes if needed iv. Confirms that DWC will do the project design, construction management, and final acceptance of the transmission main project and connection facilities 4) Intergovernmental Agreement concerning the Capital Cost Recovery Charge a. This agreement confirms Yorkville’s ~$8.01m connection fee to join DWC, gives Yorkville the ability to pay this connection fee at a 0% interest rate over the next 30 years, and to offset this cost through a future decision to pay for a transmission main oversizing on one section of pipe in the project from a 48” to a 54” pipe. b. This future decision on oversizing the pipe is on the table because DWC feels that other communities along this section of pipe may want to tie into the DWC system at a future date, and they have elected to direct the overall project to include this 54” pipe section even though it is not needed to serve Yorkville, Oswego, and Montgomery (i.e. we could be served with the smaller 48”pipe). Engineers have estimated that the incremental cost of the 54” pipe as compared to the 48” pipe will be roughly equal to all three communities connection fees. Thus, DWC has offered to trade the connection fee for the oversizing cost. If Yorkville elects to pay for the oversizing, both Yorkville and the DWC will calculate the value of the difference in interest between the 0% connection fee interest rate vs. an assumed WIFIA loan interest rate for the oversizing cost. The benefit to both entities is that DWC will not have to pay for the construction costs of oversizing the pipe, and Yorkville can push more of its costs into a WIFIA loan (but with an effective interest rate of 0% for this component). Recommendation Staff recommends approval of all four agreements: the water purchase and sale agreement; the escrow intergovernmental agreement; the development of connection facilities intergovernmental agreement; the capital cost recovery charge intergovernmental agreement. Approval of all four agreements by Yorkville follows Oswego’s unanimous approval of the agreements on October 1st, will lead the way for Montgomery to approve the agreements at their October 14th Village Board meeting, and for the DWC to take them up at their October 17th board meeting. Following DWC approval, project bids are slated to begin by the end of 2024 with some construction work expected in the region by early 2025. As a general reminder, EEI is finalizing water rate projections as part of our WIFIA loan, and these water rate projections are expected to be discussed by the City Council by the end of 2024. Finally, it should be noted that the approval of these agreements represents a significant milestone in a project to choose a new water source first discussed by the City Council more than a decade ago and resulting in a decision around 2016 to begin to move away from the aquifer. These documents represent thousands of hours of work by staff members, consultants, engineers, attorneys, lobbyists, elected officials, and others. This decision sets the community up with a sustainable water source for existing residents and businesses and allows us to recruit future commercial and industrial development into the area which should lower the tax burden for residents in the future. Resolution No. 2024-____ Page 1 Resolution No. 2024-_____ A RESOLUTION AUTHORIZING THE EXECUTION OF A WATER PURCHASE AND SALE CONTRACT BETWEEN THE DUPAGE WATER COMMISSION AND THE UNITED CITY OF YORKVILLE FOR THE UNITED CITY OF YORKVILLE UNIT SYSTEM WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing non-home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and WHEREAS, the DuPage Water Commission, DuPage, Cook, and Will Counties, State of Illinois (the “Commission”), is a county water commission and public corporation under Division 135 of Article 11 of the Illinois Municipal Code (65 ILCS 5/11-135-1 et seq.), and the Water Commission Act of 1985 (70 ILCS 3720/1 et seq.) (collectively, the “Acts”); and WHEREAS, the Constitution of the State of Illinois of 1970, Article VII, Section 10, and the Intergovernmental Cooperation Act, (5 ILCS 220/1 et seq.), authorize units of local government to contract or otherwise associate among themselves to obtain or share services and to exercise, combine, or transfer any power or function in any manner not prohibited by law; and WHEREAS, the City’s Municipal Code provides that the City may approve contracts that have not been competitively bid by a two-thirds affirmative vote of the City Council; and WHEREAS, the Commission has been organized under the Acts to supply water within its territorial limits; and WHEREAS, the Commission owns and maintains a waterworks system as a supplier of Lake Michigan water to member customers that contract for such service; and WHEREAS, the City currently owns and operates a municipal drinking water system served by wells that extract source water from an underground aquifer; and Resolution No. 2024-____ Page 2 WHEREAS, the City is within the territorial limits of the Commission; and WHEREAS, the City, together with the Village of Montgomery and the Village of Oswego (collectively the “WaterLink Communities”), conducted extensive study and concluded that the most sustainable alternative water source to serve the WaterLink Communities through the municipal waterworks systems currently serving the WaterLink Communities, as well as any extensions or improvements of those systems is Lake Michigan water from the Commission; and WHEREAS, the City has applied for and received from the State of Illinois Department of Natural Resources, Office of Water Resources, a Lake Michigan water allocation permit for the Yorkville Unit System; and WHEREAS, the City is in the process of designing and constructing the conversion of its waterworks system that will be owned and operated by the City and extended or improved from time to time to meet the potable water requirements of all residents and businesses to be served with water from the City; and WHEREAS, the Commission and the WaterLink Communities have entered into Escrow Agreements and have been taking steps to finance, study, engineer, design, and construct the facilities necessary for the WaterLink Communities to receive Lake Michigan water, and the Commission has been taking steps to study, finance, engineer, design, and construct facilities to deliver Lake Michigan water to the WaterLink Communities; and WHEREAS, the City desires that its waterworks system as well as any extensions or improvements of that system (the “Yorkville Unit System”) be served with water from the Commission as mutually agreed to by the parties and pursuant to the terms of the Water Purchase and Sale Contract (the “Contract”), attached hereto as Exhibit A; and Resolution No. 2024-____ Page 3 WHEREAS, the Commission has entered various water supply contracts with the City of Chicago to purchase Lake Michigan water sufficient to meet the water supply needs of the Commission and its customers (the “Water Supply Contract”) and most recently in 2024 and extends until 2041; and WHEREAS, at some point during the term of the Contract, the Commission may build alone or with others a water treatment, distribution, and transmission system to obtain Lake Michigan water directly from Lake Michigan that will serve the Commission; and WHEREAS, The Parties deem it to be in their best interests to approve this Water Purchase and Sale Contract for the Yorkville Unit System. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, as follows: Section 1. That the recitals set forth above are incorporated here by reference. Section 2. That the competitive bidding requirement is hereby waived and the Mayor and City Council hereby approve the Water Purchase and Sale Contract with the DuPage Water Commission for the United City of Yorkville Unit System, and the Mayor and City Clerk are authorized and directed to execute on behalf of the United City of Yorkville the Water Purchase and Sale Contract for the United City of Yorkville Unit System substantially in the form attached as “Exhibit A.” Section 3. All Resolutions or parts of Resolutions in conflict with any of the provisions of this Resolution shall be, and the same hereby repealed to the extent of the conflict. Section 4. This Resolution and every provision thereof shall be considered severable. If any section, paragraph, clause or provision of this Resolution is declared by a court of law to be invalid or unconstitutional, the invalidity or unconstitutionality thereof shall not affect the validity of any other provisions of this Resolution. Section 5. This Resolution shall be in full force and effect from and after its passage and approval in the manner provided by law. [Remainder Intentionally Left Blank. Roll Call Vote to Follow] Resolution No. 2024-____ Page 4 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ SEAVER TARULIS _________ RUSTY CORNEILS _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ MAYOR Attest: ______________________________ CITY CLERK Resolution No. 2024-____ Page 1 Resolution No. 2024-_____ A RESOLUTION AUTHORIZING THE EXECUTION OF WATERLINK PROJECT ESCROW INTERGOVERNMENTAL AGREEMENT BETWEEN THE VILLAGE OF MONTGOMERY, THE VILLAGE OF OSWEGO, THE UNITED CITY OF YORKVILLE, AND THE DUPAGE WATER COMMISSION WHEREAS, the United City of Yorkville, Kendall County, Illinois (the "City"), the Village of Oswego (“Oswego”) and the Village of Montgomery (“Montgomery”) are duly organized units of government of the State of Illinois within the meaning of Article VII, Section 10 of the 1970 Illinois Constitution (collectively, the “WaterLink Communities”); and WHEREAS, the Constitution of the State of Illinois of 1970, Article VII, Section 10, and the Intergovernmental Cooperation Act, 5 ILCS 220/1 et seq., authorize units of local government to contract or otherwise associate among themselves to obtain or share services and to exercise, combine, or transfer any power or function in any manner not prohibited by law; and WHEREAS, the DuPage Water Commission (the “Commission”) is a county water commission and public corporation under Division 15 of Article 11 of the Illinois Municipal Code, 65 ILCS 5/11-135-1 et seq. and the Water Commission Act of 1985, 70 ILCS 3720/0.01 et seq.; and WHEREAS, the Commission has been organized under the Acts to supply water within its territorial limits; and WHEREAS, the WaterLink Communities currently own and operate municipal drinking water systems served by wells that extract source water from the Ironton-Galesville aquifer; and WHEREAS, the WaterLink Communities are within the territorial limits of the Commission; and Resolution No. 2024-____ Page 2 WHEREAS, the WaterLink Communities intend to change from the Ironton-Galesville groundwater source to Lake Michigan source water, through water purchase and sale agreements with the Commission, and have applied for and been awarded Lake Michigan Water Allocation Permits from the State of Illinois Department of Natural Resources, Office of Water Resources for each discrete and non-contiguous service area served by each WaterLink Community’s Unit System; and WHEREAS, the WaterLink Communities have conducted extensive study and have concluded that the most sustainable alternative water source to serve the WaterLink Communities through the municipal waterworks systems currently serving the WaterLink Communities, as well as any extensions or improvements of those systems, is Lake Michigan water from the Commission; and WHEREAS, the Commission owns and maintains a waterworks system as a supplier of Lake Michigan water to member customers that contract for such service (“Commission’s Waterworks System”); and WHEREAS, the parties seek to complete the improvements necessary to connect the Commission’s Waterworks System to the WaterLink Communities’ individual Unit Systems in 2028; and WHEREAS, the Commission has entered into a Water Supply Contract with the City of Chicago to purchase Lake Michigan water sufficient to meet the water supply needs of the Commission and its customers; and WHEREAS, the Commission’s Water Supply Contract with the City of Chicago is set to expire in 2041, and the Commission is currently: (1) exploring an alternative solution to obtaining Lake Michigan water; and (2) in discussions and negotiations with the City of Resolution No. 2024-____ Page 3 Chicago for a new Water Supply Contract; and WHEREAS, the Commission will be required to incur certain costs, as defined in the attached Agreement, in pursuit of connecting the WaterLink Communities to the Commission’s Waterworks System (the “Connection Facilities Cost”); and WHEREAS, the Commission and the WaterLink Communities have previously entered into First and Second Escrow Intergovernmental Agreements (the “Prior Escrow Agreements”) for what is defined under those Prior Escrow Agreements as Phase 1 and Phase 2 Services; and WHEREAS, the Commission requires the WaterLink Communities to establish an additional escrow fund with the Commission to provide a funding source for the Commission Expenses beyond those incurred for the Phase 1 and Phase 2 Services, the WaterLink Project Escrow Agreement (the “Agreement”), substantially in the form attached hereto as Exhibit A; and WHEREAS, the WaterLink Communities will be responsible for the Connection Facilities Cost; and WHEREAS, the WaterLink Communities have previously agreed to each Municipality’s percentage share of the Connection Facilities Cost pursuant to an Intergovernmental Cost Share Agreement (the “Cost Share Agreement”) and the WaterLink Communities agree that the costs paid into the escrow account under this Agreement will mirror the Division of Financial Responsibilities/Allocation of Costs set forth in the Cost Share Agreement; and WHEREAS, the WaterLink Communities intend that certain provisions within this Agreement be used only to the extent that one or all of the WaterLink Communities have failed to properly fund this Agreement after notice has been provided in accordance with this Agreement; and Resolution No. 2024-____ Page 4 WHEREAS, the parties deem it to be in their best interests to approve this WaterLink Project Escrow Agreement. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, as follows: Section 1. That the recitals set forth above are incorporated here by reference. Section 2. The Mayor and City Council hereby approve the WaterLink Project Escrow Agreement, and the Mayor and City Clerk are authorized and directed to execute on behalf of the United City of Yorkville the WaterLink Project Escrow Agreement for the United City of Yorkville substantially in the form attached as “Exhibit A.” Section 3. All Resolutions or parts of Resolutions in conflict with any of the provisions of this Resolution shall be, and the same hereby repealed to the extent of the conflict. Section 4. This Resolution and every provision thereof shall be considered severable. If any section, paragraph, clause or provision of this Resolution is declared by a court of law to be invalid or unconstitutional, the invalidity or unconstitutionality thereof shall not affect the validity of any other provisions of this Resolution. Section 5. This Resolution shall be in full force and effect from and after its passage and approval in the manner provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ SEAVER TARULIS _________ RUSTY CORNEILS _________ Resolution No. 2024-____ Page 5 APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ MAYOR Attest: ______________________________ CITY CLERK Resolution No. 2024-____ Page 6 WATERLINK PROJECT ESCROW INTERGOVERNMENTAL AGREEMENT This WaterLink Project Escrow Intergovernmental Agreement (the “WaterLink Project Escrow Agreement” or this “Agreement”)) is dated the 17th day of October 2024 between the Village of Montgomery (“Montgomery”), the Village of Oswego (“Oswego”), and the United City of Yorkville (“Yorkville”) (Oswego, Montgomery, and Yorkville are collectively referred to herein as the “WaterLink Communities”) and the DuPage Water Commission (the “Commission”), a county water commission and public corporation under Division 135 of Article 11 of the Illinois Municipal Code, 65 ILCS 5/11-135-1 et seq., and the Water Commission Act of 1985, 70 ILCS 3720/0.01 et seq. (the “Acts”). WITNESSETH: WHEREAS, the Commission has been organized under the Acts to supply water within its territorial limits; and WHEREAS, the WaterLink Communities currently own and operate municipal drinking water systems served by wells that extract source water from the Ironton-Galesville aquifer; and WHEREAS, the WaterLink Communities are within the territorial limits of the Commission; and WHEREAS, the WaterLink Communities intend to change from the Ironton-Galesville groundwater source to Lake Michigan source water, through water purchase and sale agreements with the Commission, and have applied for and been awarded Lake Michigan Water Allocation Permits from the State of Illinois Department of Natural Resources, Office of Water Resources for each discrete and non-contiguous service area served by each WaterLink Community’s Unit System (“Service Area”); and WHEREAS, the WaterLink Communities have conducted extensive study and have concluded that the most sustainable alternative water source to serve the WaterLink Communities through the municipal waterworks systems currently serving the WaterLink Communities, as well as any extensions or improvements of those systems, is Lake Michigan water from the Commission; and WaterLink Project Escrow IGA Page 2 of 14 WHEREAS, the Commission owns and maintains a waterworks system as a supplier of Lake Michigan water to member customers that contract for such service (“Commission’s Waterworks System”); and WHEREAS, the parties seek to complete the improvements necessary to connect the Commission’s Waterworks System to the WaterLink Communities’ individual Unit Systems in 2028; and WHEREAS, the Commission has entered into a Water Supply Contract with the City of Chicago to purchase Lake Michigan water sufficient to meet the water supply needs of the Commission and its customers; and WHEREAS, the Commission’s Water Supply Contract with the City of Chicago is set to expire in 2041, and the Commission is currently: (1) exploring an alternative solution to obtaining Lake Michigan water; and (2) in discussions and negotiations with the City of Chicago for a new Water Supply Contract; and WHEREAS, to carry out their duties and responsibilities, and desire to create a method of providing an adequate supply of Lake Michigan water to the Service Area, the Commission and each of the WaterLink Communities, contemporaneously with this Agreement are entering into Water Purchase and Sale Contracts (the “Water Purchase Agreements”) and this Agreement incorporates the defined terms of the Water Purchase Agreements unless otherwise specified herein; and WHEREAS, to become a member of the Commission and comply with the Water Purchase Agreements, each WaterLink Community must pay its proportional share of the costs for the property owned by the Commission; and WHEREAS, contemporaneously with this Agreement, the WaterLink Communities and the Commission are each entering into a Capital Cost Recovery Agreements that establish the terms and conditions for financing each WaterLink Community’s proportional share of the costs for the property owned by the Commission; and WaterLink Project Escrow IGA Page 3 of 14 WHEREAS, contemporaneously with this Agreement, each WaterLink Community and the Commission are entering into an Intergovernmental Agreement Concerning the Development of Connection Facilities to Implement Water Service (the “Development Agreement”); and WHEREAS, the WaterLink Communities intend that certain provisions within this Agreement be used only to the extent that one or all of the WaterLink Communities have failed to properly fund this Agreement after notice has been provided in accordance with this Agreement; and WHEREAS, the Commission will incur in connection with (i) the design, bidding, contracting, managing, and actual construction, installation, removal, relocation, replacement, extension, or improvement of the Connection Facilities, including without limitation equipment required for the operation of the Connection Facilities and all administrative, financing, supervisory, inspection, engineering, surveying, and legal fees, costs, and expenses associated therewith; (ii) the acquisition and divestment of lands, easements, and rights of way over lands and waters necessary for the construction, installation, removal, relocation, replacement, extension, or improvement of the Connection Facilities, and all administrative, title, surveying, and legal fees, costs, and expenses associated therewith; and (iii) the review and processing of plans and agreements for the construction, installation, removal, relocation, replacement, extension, or improvement of the Connection Facilities and in connection with the negotiation, preparation, consideration, and review of this Contract, including without limitation all legal, engineering, consulting, and administrative fees, costs, and expenses associated therewith; except as any of the above are included in Operation and Maintenance Costs (“Connection Facilities Cost”); and WHEREAS, the Commission and the WaterLink Communities have previously entered into First and Second Escrow Intergovernmental Agreements (the “Prior Escrow Agreements”) for what is defined under those Prior Escrow Agreements as Phase I and Phase 2 Services; and WHEREAS, prior to the execution of documents requiring the expenditure of Commission Expenses, the Commission requires the WaterLink Communities to establish an additional escrow fund with the Commission as stated herein to provide a funding source for the Commission Expenses beyond those incurred for the Phase 1 and Phase 2 Services; and WaterLink Project Escrow IGA Page 4 of 14 WHEREAS, pursuant to the Development Agreement, the WaterLink Communities will be responsible for the Connection Facilities Cost; and WHEREAS, the WaterLink Communities have previously agreed to each Municipality’s percentage share of the Connection Facilities Cost pursuant to an Intergovernmental Cost Share Agreement (the “Cost Share Agreement”). The WaterLink Communities agree that the costs paid into the escrow account under this WaterLink Project Escrow Agreement will mirror the Division of Financial Responsibilities/Allocation of Costs set forth in the Cost Share Agreement. Specifically, Montgomery commits and agrees to pay 24.42%, Yorkville commits and agrees to pay 40.22%, and Oswego commits and agrees to pay 35.36%. The Commission is not a party to the Cost Share Agreement and has no responsibility or liability as to any true-up or adjusted accounting between the WaterLink Communities; and WHEREAS, pursuant to Article VII, Section 10 of the Illinois Constitution of 1970, and the Intergovernmental Cooperation Act, 5 ILCS 220/1 et seq., the Commission and the WaterLink Communities are authorized to enter into this WaterLink Project Escrow Agreement. NOW, THEREFORE, in consideration of the foregoing recitals and of the mutual covenants and agreements herein contained, the WaterLink Communities and the Commission hereby agree as follows: 1. The foregoing recitals are by this reference incorporated herein and made a part hereof as if fully set forth herein. Further, to the extent any capitalized terms in this Agreement are set forth as a defined term in the Water Purchase Agreements, the capitalized terms in this Agreement shall have the same meaning in this Agreement as the definition in the Water Purchase Agreements. 2. The Commission will establish a segregated escrow account for the sole purpose of funding the Connection Facilities Cost (the “Waterlink Project Escrow Account”). The WaterLink Communities will each deposit into the Waterlink Project Escrow Account all payments necessary to fund the Connection Facilities Cost. Any remaining funds from the prior Escrow Agreements will remain in the related escrow account, and any funds not expended or necessary for Phase I and Phase II Services, when those phases are complete, may be transferred WaterLink Project Escrow IGA Page 5 of 14 to the WaterLink Project Escrow Account, unless otherwise directed by the WaterLink Communities. 3. The Commission will draw from the WaterLink Project Escrow Account to pay for or reimburse any Connection Facilities Cost incurred. 4. The WaterLink Project Escrow Account will be insured and interest-bearing, and the Commission will provide the WaterLink Communities with Quarterly Statements within twenty-one (21) days after the end of each quarter: (1) showing the starting and ending balances for that quarter in the WaterLink Project Escrow Account; and (2) detailing the costs of Connection Facilities Cost incurred for that quarter including any amounts received or paid from the WaterLink Project Escrow Account. The WaterLink Communities will have the right to conduct audits for three years after the termination of this WaterLink Project Escrow Agreement relative to the WaterLink Project Escrow Account. 5. The Commission will keep a record of all pay requests from the WaterLink Project Escrow Account for reimbursement of Connection Facilities Cost incurred (the “Pay Request”) and sufficient documentation of the Connection Facilities Cost incurred in support of the Pay Request. The documentation will be retained for review by the WaterLink Communities upon request and included within the Quarterly Statements issued by the Commission. If at any time during the term of this WaterLink Project Escrow Agreement, the balance in the WaterLink Project Escrow Account is less than Thirty Million Dollars ($30,000,000.00) (the “Minimum Balance Amount”), the Commission will notify the WaterLink Communities. Within thirty (30) days of the Commission notifying the WaterLink Communities under this Paragraph 5, the WaterLink Communities will each pay the Commission its proportionate share (as set forth in the Cost Share Agreement) of the request to ensure that the Minimum Balance is met. Failure to make such payment when required under this Paragraph 5 shall be considered a default of this Agreement by the WaterLink Communities. 6. The Commission will, after the execution and delivery of this Agreement, make available as a line of credit to the WaterLink Communities an amount not to exceed $21,000,000 WaterLink Project Escrow IGA Page 6 of 14 (the “Commitment Amount”) to pay a portion of the Connection Facilities Cost as defined in the Water Purchase Agreements. The actual amounts of money borrowed by each of the WaterLink Communities pursuant to the Commitment Amount will constitute the “Line of Credit.” 7. The WaterLink Communities will repay the principal balance of the Line of Credit, plus accrued and unpaid interest at the Interest Rate set forth in Paragraph 8 of this Agreement from the Interest Commencement Date through the Line of Credit Payment Commencement Date (the “Capitalized Interest”), as those terms are hereinafter defined on the unpaid principal balance, and any Capitalized Interest, of the Line of Credit from and after the Line of Credit Payment Commencement Date, as that term is hereinafter defined, in 240 monthly installments, commencing on the 10th day of every month (the “Monthly Payment Date”) commencing on the Line of Credit Payment Commencement Date as hereafter defined in Paragraph 9 and continuing in successive monthly installments on each Monthly Payment Date in each month thereafter, with the final payment of any unpaid interest and principal, if not sooner paid, on the 240th Monthly Payment Date. Each of the 240 monthly installments of principal on the Line of Credit will be determined as of the last day of the month preceding the Monthly Payment Date in any given year during the term of the Line of Credit (a “Principal Determination Date”) and will be determined by dividing the unpaid principal balance, and any Capitalized Interest, of the Line of Credit as of the applicable Principal Determination Date by the number of monthly installments of principal remaining to be paid during the term of the Line of Credit. The accrued and unpaid interest will be capitalized on a monthly basis until the Line of Credit Payment Commencement Date. There will be no penalty for prepayment. 8. Interest on the unpaid principal balance, and any Capitalized Interest, of the Line of Credit will accrue at a rate (the “Interest Rate”) that is equivalent to the highest yield to maturity interest rate earned by the Commission (based on all investments) as reported monthly on the Commission’s Schedule of Investments for the immediately preceding fiscal year (May 1 – April 30) as determined by the Commission (the “Earned Interest Rate”) plus one percent (1%). Interest will only accrue on money actually borrowed under Paragraph 6 of this Agreement and will begin to accrue when the Commission makes its first draw on the Line of Credit for the WaterLink Communities (the “Interest Commencement Date”). The Interest Rate for each year that the Line WaterLink Project Escrow IGA Page 7 of 14 of Credit remains outstanding will be calculated on the basis of a calendar year consisting of 360 days of twelve 30-day months and will be adjusted on May 1st of each year, and will be applied to the outstanding unpaid principal balance, and any Capitalized Interest, as determined on the most recent Principal Determination Date, will be paid commencing on the Monthly Payment Date, and continuing on the Monthly Payment Date each month thereafter until the principal balance of the Line of Credit and all interest thereon has been paid in full. 9. Payments of principal and interest, including Capitalized Interest, will begin no later than the 10th day of the first month after the first delivery of potable, filtered water drawn from Lake Michigan to any of the WaterLink Communities individual Unit Systems as that term is defined in the Water Purchase Agreement (the “Line of Credit Payment Commencement Date”). 10. Payments of the principal and interest will be made in lawful money of the United States of America in federal or other immediately available funds. 11. If at any time, the Commission receives invoices incurred arising out of the Connection Facilities Cost for which there are insufficient funds in the Construction Escrow Agreement, the Commission will pay the actual costs incurred from the Connection Facilities Cost Line of Credit. The Commission payments for the Connection Facilities Cost will be paid out of the Commitment Amount and will be immediately considered part of the Line of Credit. The Commission may make payments from the Line of Credit no more than once per month, on the 10th day of the month, provided that the Commission will give the WaterLink Communities notice (which notice must be received by the WaterLink Communities prior to 10:00 a.m., local time, 7 days prior to the requested borrowing date), specifying the amount to be paid and the payment date. It is anticipated that only a single borrowing will be requested each month. Each borrowing pursuant to this Agreement will be in an aggregate principal amount less than the Available Commitment. For purposes of this Paragraph 11, the Available Commitment at a particular time is an amount equal to the difference between the Commitment Amount and the aggregate principal balance of the Line of Credit then outstanding. 12. Subject to the limitations of Paragraph 12, the WaterLink Communities may, without premium or penalty, upon at least one business day’s irrevocable notice to the WaterLink Project Escrow IGA Page 8 of 14 Commission, specifying the date and amount of prepayment, make such prepayment; and the payment amount specified in such notice will be due and payable on the date specified therein. The proceeds of any such prepayment will be applied by the Commission first, to the payment of accrued and unpaid interest, if any, on the Line of Credit, and second, to the payment of the unpaid principal balance of the Line of Credit. The WaterLink Communities will not be entitled to, nor receive any credit for, interest on any such prepayment. 13. The proceeds of the Line of Credit will be devoted to and used with due diligence for the purpose of paying the Connection Facilities Cost identified in Exhibit A; provided, however, that where an unexpended balance remains in any one or more of the various cost components of the Connection Facilities Cost detailed in Exhibit A attached hereto, such balance may be transferred and expended, in whole or in part, to and for any other cost component of the Connection Facilities Cost detailed in Exhibit A attached hereto. 14. The Covenants set forth in Subsections 9A, 9B, 9C, and 9D of the Water Purchase Agreements are incorporated into this Agreement by reference. 15. This WaterLink Project Escrow Agreement will terminate, and any monies not paid or incurred for Connection Facilities Cost, including any interest therein will be returned to the WaterLink Communities, unless mutually agreed to by the WaterLink Communities and the Commission, upon the earlier of: a. upon written request by the WaterLink Communities, a written direction that is issued by the General Manager of the Commission that the funds are no longer needed for any Connection Facilities Cost, which direction shall not be unreasonably withheld; or b. upon the WaterLink Communities’ written notification to the Commission that they are no longer pursuing the purchase of Lake Michigan water from the Commission, and the payment of all the Connection Facilities Cost. No monies will be returned to the WaterLink Communities until a full accounting has been completed of the expenditures incurred under this WaterLink Project Escrow Agreement. WaterLink Project Escrow IGA Page 9 of 14 16. If any WaterLink Community or the Commission defaults in the full and timely performance of any of its obligations hereunder, the non-breaching entity or entities, after first providing written notice to the breaching entity of the event of default and providing the breaching entity ten (10) days to cure the same, will be entitled to invoke its legal rights and remedies as a result thereof, including, but not limited to, its equitable remedy of specific performance. THE FOREGOING NOTWITHSTANDING, NO ENTITY WILL BE LIABLE TO ANOTHER ENTITY OR ANY OF ITS AFFILIATES, AGENTS, EMPLOYEES, OR CONTRACTORS FOR SPECIAL, INDIRECT, EXEMPLARY, INCIDENTAL, PUNITIVE, OR CONSEQUENTIAL DAMAGES. 17. There are no third-party beneficiaries of this WaterLink Project Escrow Agreement and nothing in this WaterLink Project Escrow Agreement, express or implied, is intended to confer on any person other than the Parties hereto (and their respective successors, heirs, and permitted assigns), any rights, remedies, obligations, or liabilities. 18. Any notices under this WaterLink Project Escrow Agreement will be personally delivered, delivered by the deposit thereof in the U. S. Postal Service, postage prepaid, registered, or certified, return receipt requested, or by overnight courier service to the Party at the address listed below or at another address hereafter designated by notice, or by email transmission. Any such notice will be deemed to have been delivered and given upon personal delivery or delivery by a nationally recognized overnight courier service, or deposit with the United States Postal Service or upon receipt of written confirmation that facsimile or email transmission has been successfully completed: If to the Commission: Paul D. May, P.E., General Manager DuPage Water Commission 600 E. Butterfield Road Elmhurst, IL 60126 Email: may@dpwc.org WaterLink Project Escrow IGA Page 10 of 14 With a copy to: Phillip A. Luetkehans Luetkehans, Brady, Garner & Armstrong, LLC 105 E. Irving Park Road Itasca, IL 60143 Email: pal@lbgalaw.com If to the WaterLink Communities: Village Administrator Village of Oswego 100 Parkers Mill Oswego, IL 60543 Email: info@oswegoil.org With a copy to: David J. Silverman Village Attorney Mahoney, Silverman, & Cross, LLC 126 South Main Street Oswego, Illinois 60543 Village Administrator Village of Montgomery 200 N River Street Montgomery, IL 60538 Email: zoephel@montgomeryil.org With a copy to: Laura M. Julien Village Attorney Mickey Wilson, Weiler, Renzi, Lenert, & Julien, PC 140 Municipal Drive Sugar Grove, IL 60554 WaterLink Project Escrow IGA Page 11 of 14 City Administrator United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Email: bolson@yorkville.il.us With a copy to: Kathleen Field Orr & Associates Kathleen Field Orr 2024 Hickory Road, Suite 205 Homewood, IL 60430 With a copy to: Irene Schild Caminer Caminer Law, LLC 2612 W. Sunnyside Ave. Chicago, IL 60625 Email: Irene@caminerlaw.com 19. Each WaterLink Community will hold the Commission harmless and defend the Commission from any claims or litigation that arise out of the engineering, construction, property acquisition, and easement acquisitions for the Connection Facilities being constructed for the WaterLink Communities due to one of all of the WaterLink Communities’ failure to comply with the payment obligations arising under this WaterLink Project Escrow Agreement. 20. Miscellaneous. a. This WaterLink Project Escrow Agreement shall be deemed to supplement the Water Purchase Agreements in connection with the supply of Lake Michigan water to the Waterlink Communities’ individual Unit Systems. If there is any other conflict or inconsistency between the terms of this Agreement and the terms of the Water Purchase Agreements, then the terms of this WaterLink Project Escrow Agreement shall control. The WaterLink Communities shall at all times comply with all terms and conditions of the Water Purchase Agreements except as otherwise provided in this Agreement. WaterLink Project Escrow IGA Page 12 of 14 b. Except as provided herein, the WaterLink Communities and the Commission will not assign this WaterLink Project Escrow Agreement or any right or privilege any WaterLink Communities and the Commission may have under this WaterLink Project Escrow Agreement without the prior written consent of all Parties hereto, not to be unreasonably withheld conditioned or delayed. c. This WaterLink Project Escrow Agreement shall be governed by and construed exclusively under the applicable laws, but not the conflict of laws rules, of the State of Illinois. Venue for any litigation arising out of this Agreement shall only be proper in the Eighteenth Judicial Circuit Court, DuPage County, Illinois. d. The person(s) executing this WaterLink Project Escrow Agreement on behalf of the Parties hereto warrant that: (i) each WaterLink Community and the Commission are duly organized and existing; (ii) the individual signing is duly authorized to execute and deliver this WaterLink Project Escrow Agreement on behalf of said WaterLink Community or the Commission; (iii) by so executing this WaterLink Project Escrow Agreement, such WaterLink Community and the Commission are formally bound to the provisions and conditions contained in this WaterLink Project Escrow Agreement; and (iv) the entering into this WaterLink Project Escrow Agreement by a WaterLink Community and the Commission does not violate any provision of any other agreement to which said WaterLink Community and the Commission is bound. e. Each WaterLink Community and the Commission acknowledge that it may be necessary to execute documents other than those specifically referred to herein in order to complete the objectives and requirements that are set forth in this WaterLink Project Escrow Agreement. Each WaterLink Community and the Commission hereby agree to cooperate with each other by executing such other documents or taking such other actions as may be reasonably necessary to complete the objectives and requirements set forth herein in accordance with the intent of each WaterLink Community and the Commission as evidenced by this WaterLink Project Escrow Agreement. WaterLink Project Escrow IGA Page 13 of 14 f. This WaterLink Project Escrow Agreement is the entire agreement between the WaterLink Communities and the Commission regarding its subject matter and may not be changed or amended except pursuant to a written instrument signed by each WaterLink Community and the Commission. g. This WaterLink Project Escrow Agreement may be executed in any number of identical counterparts, each of which will be considered an original, but which together will constitute one and the same agreement. IN WITNESS WHEREOF, each WaterLink Community and the Commission hereto have caused their respective corporate names to be subscribed hereto and their respective corporate seals to be affixed hereto and attested by their duly authorized officers. ATTEST: DuPage Water Commission _________________________ BY: ________________________ ATTEST: Village of Montgomery _________________________ BY: ________________________ ATTEST: Village of Oswego _________________________ BY: ________________________ ATTEST: United City of Yorkville _________________________ BY: ________________________ WaterLink Project Escrow IGA Page 14 of 14 EXHIBIT A CONNECTION FACILITIES COST WATERLINK PROJECT ESCROW INTERGOVERNMENTAL AGREEMENT EXHIBIT A CONNECTION FACILITIES COST ESTIMATE (1) CONSTRUCTION (including 25% contingency) $210,389,827 PROPERTY INTERESTS/LAND ACQUISITION $17,477,530 LEGAL & ADMINISTRATIVE $1,000,000 ENGINEERING $28,000,000 $256,867,357 COST ESCALATION OVER PROJECT DURATION $26,699,000 ESTIMATED PROJECT COST (2) $283,566,357 (1) COST ESTIMATE IS BASED UPON FORECASTED PROJECT COSTS AS OF THE DATE IDENTIFIED BELOW AND IS PROVIDED FOR REFERENCE ONLY. ACTUAL PROJECT COSTS WILL BE BASED UPON AWARDED PROJECT CONTRACT(S) AND ACTUAL REALIZED UNIT PRICE AND LUMP SUM COSTS, INCLUDING PROPERTY ACQUISITION, ENGINEERING, LEGAL AND COMMISSIONING COSTS, ALL OF WHICH HAVE BEEN ESTIMATED HEREIN BUT WILL NOT BE FINALLY DETERMINED UNTIL THE COMPLETION OF THE PROJECT AND FINAL COMMISSIONING. (2) BASED UPON ESTIMATES INCLUDED IN THE PROJECT DEVELOPMENT REPORT DATED FEBRUARY 1, 2024 Resolution No. 2024-____ Page 1 Resolution No. 2024-_____ A RESOLUTION AUTHORIZING THE EXECUTION OF AN INTERGOVERNMENTAL AGREEMENT CONCERNING DEVELOPMENT OF CONNECTION FACILITIES TO IMPLEMENT WATER SERVICE BY AND BETWEEN THE VILLAGE OF MONTGOMERY, THE VILLAGE OF OSWEGO, THE UNITED CITY OF YORKVILLE, AND THE DUPAGE WATER COMMISSION WHEREAS, the United City of Yorkville, Kendall County, Illinois (the "City"), the Village of Oswego (“Oswego”) and the Village of Montgomery (“Montgomery”) are duly organized units of government of the State of Illinois within the meaning of Article VII, Section 10 of the 1970 Illinois Constitution (collectively, the “WaterLink Communities”); and WHEREAS, the Constitution of the State of Illinois of 1970, Article VII, Section 10, and the Intergovernmental Cooperation Act, 5 ILCS 220/1 et seq., authorize units of local government to contract or otherwise associate among themselves to obtain or share services and to exercise, combine, or transfer any power or function in any manner not prohibited by law; and WHEREAS, the DuPage Water Commission (the “Commission”) is a county water commission and public corporation under Division 15 of Article 11 of the Illinois Municipal Code, 65 ILCS 5/11-135-1 et seq. and the Water Commission Act of 1985, 70 ILCS 3720/0.01 et seq.; and WHEREAS, the Commission has been organized under the Acts to supply water within its territorial limits; and WHEREAS, the WaterLink Communities currently own and operate municipal drinking water systems served by wells that extract source water from the Ironton-Galesville aquifer; and WHEREAS, the WaterLink Communities are within the territorial limits of the Commission; and Resolution No. 2024-____ Page 2 WHEREAS, the WaterLink Communities intend to change from the Ironton-Galesville groundwater source to Lake Michigan source water, through water purchase and sale agreements with the Commission, and have applied for and been awarded Lake Michigan Water Allocation Permits from the State of Illinois Department of Natural Resources, Office of Water Resources for each discrete and non-contiguous service area served by each WaterLink Community’s Unit System; and WHEREAS, the WaterLink Communities have conducted extensive study and have concluded that the most sustainable alternative water source to serve the WaterLink Communities through the municipal waterworks systems currently serving the WaterLink Communities, as well as any extensions or improvements of those systems, is Lake Michigan water from the Commission; and WHEREAS, the Commission owns and maintains a waterworks system as a supplier of Lake Michigan water to member customers that contract for such service (“Commission’s Waterworks System”); and WHEREAS, the WaterLink Communities seek to connect their individual Unit Systems to the Commission’s Waterworks System; and WHEREAS, beginning in 2028 the WaterLink Communities seek to have completed the improvements to certain of their WaterLink Communities’ individual Unit Systems necessary to connect to the Commission’s Waterworks System (the “Connection Facilities”); and WHEREAS, the Commission has entered into a water supply contract with the City of Chicago to purchase Lake Michigan water sufficient to meet the water supply needs of the Commission and its customers (“Water Supply Contract”); and Resolution No. 2024-____ Page 3 WHEREAS, the Commission’s Water Supply Contract with the City of Chicago is set to expire in 2041 and the Commission is currently: (1) exploring an alternative solution to obtaining Lake Michigan water; and (2) in discussions and negotiations with the City of Chicago for a new Water Supply Contract; and WHEREAS, the construction of certain improvements to the Commission’s Waterworks System will enable the WaterLink Communities to provide water to the Individual Unit Systems (the “Improvements”); and WHEREAS, to carry out their duties and responsibilities, and desiring to create a method of providing an adequate supply of Lake Michigan water to the Individual Unit Systems, the Commission and the WaterLink Communities, contemporaneously with this Agreement, are entering into a Water Purchase and Sale Contract dated October 17, 2024 (the “Water Purchase Agreement”); and WHEREAS, it is in the best interests of the Commission and the WaterLink Communities to coordinate and implement the supply of Lake Michigan water to the Individual Unit Systems in accordance with the Water Purchase Agreement; and WHEREAS, the Commission and the WaterLink Communities desire to set forth their understanding regarding such coordination and implementation in an Intergovernmental Agreement Concerning Development of Connection Facilities to Implement Water Service, substantially in the form attached hereto as Exhibit A; and WHEREAS, the matters set forth in this Agreement will serve the public interest and assure that the residents of the Individual Unit Systems are provided safe water to the greatest extent possible; and WHEREAS, contemporaneously with this Agreement, the WaterLink Communities Resolution No. 2024-____ Page 4 and the Commission are entering into other agreements including but not limited to a WaterLink Project Escrow Intergovernmental Agreement to fund the construction of the Connection Facilities; and WHEREAS, the WaterLink Communities have previously agreed to each Municipality’s percentage share of the Connection Facilities Cost pursuant to an Intergovernmental Cost Share Agreement (the “Cost Share Agreement”). The WaterLink Communities agree that the costs paid for the Connection Facilities will mirror the Division of Financial Responsibilities/Allocation of Costs set forth in the Cost Share Agreement; and WHEREAS, the parties deem it to be in their best interests to approve this Intergovernmental Agreement Concerning Development of Connection Facilities to Implement Water Service. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, as follows: Section 1. That the recitals set forth above are incorporated here by reference. Section 2. The Mayor and City Council hereby approve the Intergovernmental Agreement Concerning Development of Connection Facilities to Implement Water Service, and the Mayor and City Clerk are authorized and directed to execute on behalf of the United City of Yorkville the Intergovernmental Agreement Concerning Development of Connection Facilities to Implement Water Service, substantially in the form attached as “Exhibit A.” Section 3. All Resolutions or parts of Resolutions in conflict with any of the provisions of this Resolution shall be, and the same hereby repealed to the extent of the conflict. Section 4. This Resolution and every provision thereof shall be considered severable. If any section, paragraph, clause or provision of this Resolution is declared by a court of law to be invalid or unconstitutional, the invalidity or unconstitutionality thereof shall not affect the validity of any other provisions of this Resolution. Section 5. This Resolution shall be in full force and effect from and after its passage and approval in the manner provided by law. Resolution No. 2024-____ Page 5 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ SEAVER TARULIS _________ RUSTY CORNEILS _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ MAYOR Attest: ______________________________ CITY CLERK INTERGOVERNMENTAL AGREEMENT CONCERNING DEVELOPMENT OF CONNECTION FACILITIES TO IMPLEMENT WATER SERVICE This Intergovernmental Agreement, (the “Agreement”) is dated the 17th day of October, 2024 (the “Effective Date”), by and between the Village of Montgomery (“Montgomery”), the Village of Oswego (“Oswego”), and the United City of Yorkville (“Yorkville“) (Oswego, Montgomery, and Yorkville are collectively referred to herein as the “WaterLink Communities”) and the DuPage Water Commission, (the “Commission”) a county water commission and public corporation under Division 135 of Article 11 of the Illinois Municipal Code, 65 ILCS 5/11-135-1 et seq., and the Water Commission Act of 1985, 70 ILCS 3720/0.01 et seq. (the “Acts”). W I T N E S S E T H: WHEREAS, the Commission has been organized under the Acts to supply water within its territorial limits; and WHEREAS, the WaterLink Communities currently own and operate municipal drinking water systems served by wells that extract source water from the Ironton-Galesville aquifer; and WHEREAS, the WaterLink Communities are within the territorial limits of the Commission; and WHEREAS, the WaterLink Communities intend to change from the Ironton-Galesville groundwater source to Lake Michigan source water, through a water purchase agreement with the Commission, and have applied for and been awarded a Lake Michigan Water Allocation Permit (“Permit”) from the State of Illinois Department of Natural Resources, Office of Water Resources) for each discrete and non-contiguous service area served by each WaterLink Community’s Unit System; and EXHIBIT A IGA DEVELOPMENT OF CONNECTION FACILITIES TO IMPLEMENT WATER SERVICE Page 2 of 14 WHEREAS, the WaterLink Communities have conducted extensive study and concluded that the most sustainable alternative water source to serve the WaterLink Communities through the municipal waterworks systems currently serving the WaterLink Communities, as well as any extensions or improvements of those systems is Lake Michigan water from the Commission; and WHEREAS, the Commission owns and maintains a waterworks system as a supplier of Lake Michigan water to member customers that contract for such service (“Commission’s Waterworks System”); and WHEREAS, the WaterLink Communities seek to connect to their individual Unit Systems to Lake Michigan through the Commission; and WHEREAS, beginning in 2028 the WaterLink Communities seek to have completed the improvements to certain of their WaterLink Communities’ individual Unit Systems necessary to connect to the Commission’s Waterworks System (the “Connection Facilities”); and WHEREAS, the Commission has entered into a water supply contract with the City of Chicago to purchase Lake Michigan water sufficient to meet the water supply needs of the Commission and its customers (“Water Supply Contract”); and WHEREAS, the Commission’s Water Supply Contract with the City of Chicago is set to expire in 2041 and the Commission is currently: (1) exploring an alternative solution to obtaining Lake Michigan water; and (2) in discussions and negotiations with the City of Chicago for a new Water Supply Contract; and IGA DEVELOPMENT OF CONNECTION FACILITIES TO IMPLEMENT WATER SERVICE Page 3 of 14 WHEREAS, the construction of certain improvements to the Commission’s Waterworks System will enable the WaterLink Communities to provide water to the Individual Unit Systems (the “Improvements”); and WHEREAS, to carry out their duties and responsibilities, and desiring to create a method of providing an adequate supply of Lake Michigan water to the Individual Unit Systems, the Commission and the WaterLink Communities, contemporaneously with this Agreement, are entering into a Water Purchase and Sale Contract dated October 17, 2024 (the “Water Purchase Agreement”); and WHEREAS, it is in the best interests of the Commission and the WaterLink Communities to coordinate and implement the supply of Lake Michigan water to the Individual Unit Systems in accordance with the Water Purchase Agreement; and WHEREAS, the Commission and the WaterLink Communities desire to set forth their understanding regarding such coordination and implementation in this Agreement; and WHEREAS, the matters set forth in this Agreement will serve the public interest and assure that the residents of the Individual Unit Systems are provided safe water to the greatest extent possible; and WHEREAS, pursuant to Section 10 of Article VII of the Illinois Constitution of 1970, the provisions of the Intergovernmental Cooperation Act, 5 ILCS 220/1 et seq., and other applicable authority, the Commission and the WaterLink Communities are authorized to enter into this Agreement; and WHEREAS, contemporaneously with this Agreement, the WaterLink Communities and the Commission are entering into other agreements including but not limited to a WaterLink IGA DEVELOPMENT OF CONNECTION FACILITIES TO IMPLEMENT WATER SERVICE Page 4 of 14 Project Escrow Intergovernmental Agreement to fund the construction of the Connection Facilities (the “WaterLink Escrow Agreement”); and WHEREAS, the WaterLink Communities have previously agreed to each Municipality’s percentage share of the Connection Facilities Cost pursuant to an Intergovernmental Cost Share Agreement (the “Cost Share Agreement”). The WaterLink Communities agree that the costs paid for the Connection Facilities will mirror the Division of Financial Responsibilities/Allocation of Costs set forth in the Cost Share Agreement. Specifically, Montgomery commits and agrees to pay 24.42%, Yorkville commits and agrees to pay 40.22% and Oswego commits and agrees to pay 35.36%. The Commission is not a party to the Cost Share Agreement and has no responsibility or liability as to any true-up or adjusted accounting between the WaterLink Communities. NOW, THEREFORE, in consideration of the foregoing and the mutual covenants and agreements hereinafter set forth, the Commission and the WaterLink Communities hereby agree as follows: SECTION 1. INCORPORATION OF PREAMBLES AND DEFINITIONS FROM WATER PURCHASE AGREEMENT The foregoing recitals are by this reference incorporated herein and made a part hereof as if fully set forth herein. Further, to the extent any capitalized terms in this Agreement are set forth as a defined term in the Water Purchase Agreement, the capitalized terms in this Agreement will have the same meaning in this Agreement as the definition in the Water Purchase Agreement. SECTION 2. CONSTRUCTION OF IMPROVEMENTS; EXTENSION OF SERVICE A. Description of the Connection Facilities. For purposes of this Agreement, the Connection Facilities will include the water mains, metering station(s), and appurtenances necessary to be built by the Commission to provide water to the WaterLink Communities, IGA DEVELOPMENT OF CONNECTION FACILITIES TO IMPLEMENT WATER SERVICE Page 5 of 14 including portions of the Waterworks System constructed by the Commission to initially connect the WaterLink Communities’ individual Unit Systems to the Commission’s existing Waterworks System as depicted in preliminary plans attached to the Water Purchase Agreement as Exhibits B- 1 and B-2. B. Design of the Connection Facilities. As outlined in the Water Purchase Agreement, the Commission will be the contracting party with the design engineer and will administer the design contract for the benefit of both the Commission and the WaterLink Communities for the Connection Facilities. The Commission will keep the WaterLink Communities advised as to the progress of the design work. The Commission and the WaterLink Communities will confer upon issues regarding the details of such design work. The final design of the Connection Facilities will be subject to the review of both the Commission and the WaterLink Communities. C. Land Acquisition. The Commission will be responsible for the acquisition and divestment of lands, easements, and rights of way over lands and waters necessary for the construction, installation, removal, relocation, replacement, extension, and/or improvement of the Connection Facilities outside the corporate limits of the WaterLink Communities and all administrative, title, surveying, and legal fees, costs and expenses associated therewith, including, if necessary, exercising the power of eminent domain to procure any necessary easements, which expenses will be added to the Connection Facilities Cost amount that the WaterLink Communities will pay the Commission. The Commission will keep the WaterLink Communities advised of all land acquisition costs and any necessary condemnation proceedings. All land acquired and costs associated therewith within the WaterLink Communities will be the sole responsibility of the WaterLink Communities. IGA DEVELOPMENT OF CONNECTION FACILITIES TO IMPLEMENT WATER SERVICE Page 6 of 14 D. Construction and Acceptance of the Connection Facilities. The Commission will solicit bids for the construction of the Connection Facilities. The Commission’s standard form of bidding and construction contract documents will be used. The Commission will solicit, award, and administer all contracts for the project in the best interest of both the Commission and the WaterLink Communities and will consult with, and keep advised, the WaterLink Communities’ officials regarding the progress of the work and any problems encountered or changes recommended. Once the winning contractor(s) and the construction costs have been determined, the Commission will enter into a construction contract(s) with the selected contractor(s) and will administer such construction contract(s) in conformance with this Agreement. Any change orders, as well as final acceptance and approval of the completed Connection Facilities, will be subject to the final approval of the Commission. E. Connection Facilities Cost. In accordance with the WaterLink Project Escrow Intergovernmental Agreement, the Commission, will make available in the form of a Line of Credit to the WaterLink Communities funds needed for the Connection Facilities Cost, up to the amount of the Commitment Amount as that term is defined therein, and the WaterLink Communities agree to reimburse the Commission for those costs. SECTION 3. DEFAULTS AND REMEDIES A. Commission Defaults. The occurrence of the following will constitute a default by the Commission under this Agreement: The failure by the Commission to observe and/or perform any covenant, condition, and/or agreement on its part to be observed and/or performed under this Agreement, and the continuation of said failure for thirty (30) days after the Commission’s receipt of written notice thereof from the WaterLink Communities. However, if said failure cannot be remedied by the Commission within said thirty (30) day period, and the Commission has diligently IGA DEVELOPMENT OF CONNECTION FACILITIES TO IMPLEMENT WATER SERVICE Page 7 of 14 pursued the resolution of the failure during said thirty (30) days, the period will be extended by such additional time as may be reasonably required by the Commission to cure or correct said failure. In no event will the period be extended by more than ninety (90) days. In the event of a default by the Commission under this Agreement, the WaterLink Communities will have the same remedies as are provided for, and only the remedies provided for, in the Water Purchase Agreement for a default by the Commission. B. WaterLink Communities Defaults. The occurrence of the following will constitute a default by the WaterLink Communities under this Agreement: 1. The failure by the WaterLink Communities to observe and/or perform any covenant, condition, and/or agreement on its part to be observed and/or performed under this Agreement, and the continuation of said failure for thirty (30) days after the WaterLink Communities’ receipt of written notice thereof from the Commission. However, if said failure cannot be remedied by the WaterLink Communities within said thirty (30) day period, and the WaterLink Communities will have diligently pursued the resolution of the failure during said thirty (30) days, the period will be extended by such additional time as may be reasonably required by the WaterLink Communities to cure or correct said failure. In no event will the period be extended by more than ninety (90) days; or 2. A default by the WaterLink Communities under the WaterLink Project Escrow Intergovernmental Agreement; or 3. A default by any of the WaterLink Communities under the Intergovernmental Agreements with each individual WaterLink Community Concerning Capital Cost Recovery Charge. IGA DEVELOPMENT OF CONNECTION FACILITIES TO IMPLEMENT WATER SERVICE Page 8 of 14 In the event of one of the above defaults, the Commission will: (i) be paid its reasonable attorneys’ fees and costs incurred in connection with that default, in addition to any attorneys’ fees and costs incurred in enforcing the terms of this Agreement; (2) be entitled to the right to enforce a lien against all income derived from the WaterLink Communities individual Unit Systems, other than that income necessary to pay any loans to the Government of the United States, of the State of Illinois or their agencies for the construction of the WaterLink Communities individual Unit Systems, until the line of credit referenced in the WaterLink Project Escrow Intergovernmental Agreement is paid back in full; and (3) will have the same remedies as are provided for in the Water Purchase Agreements for a default by the individual WaterLink Communities. C. Force Majeure. In case by reason of a force majeure event, a party to this Agreement will be rendered unable wholly or in part to carry out its obligation under this Agreement, then if such party will give notice and full particulars of such force majeure event in writing to the other party within a reasonable time after occurrence of the event or cause relied on, the obligation of the party giving such notice, so far as it is affected by such force majeure event, will be suspended during the continuance of the inability then claimed, but for no longer period, and any such party will endeavor to remove or overcome such inability with all reasonable dispatch. The term “force majeure event” as employed in this Agreement will mean acts of God, strikes, lockouts, or other industrial disturbances, acts of public enemy, orders of any kind of the Government of the United States, of the State of Illinois, or of any civil or military authority, insurrections, riots, epidemics, pandemics, landslides, lightning, earthquakes, fires, hurricanes, storms, floods, washouts, droughts, arrests, restraints of government and people, civil disturbances, explosions, breakage or accidents to machinery, pipelines, canals, or tunnels, partial or entire failure of water supply, and inability on the part of the Commission or of the WaterLink IGA DEVELOPMENT OF CONNECTION FACILITIES TO IMPLEMENT WATER SERVICE Page 9 of 14 Communities to deliver Lake Michigan water, or of the WaterLink Communities to receive Lake Michigan water, on account of any other causes not reasonably within the control of the party claiming such inability. The settlement of strikes and lockouts will be entirely within the discretion of the party having the difficulty and the above requirement that any “force majeure event” will be remedied with all reasonable dispatch will not require the settlement of strikes and lockouts by acceding to the demands of the opposing party or parties when such settlement is unfavorable to it in the judgment of the party having the difficulty. SECTION 4. LEGAL RELATIONSHIPS AND REQUIREMENTS A. Supplemental Agreement. This Agreement will be deemed to supplement the Water Purchase Agreement in connection with the supply of Lake Michigan water to Oswego’s Unit System. If there is any other conflict or inconsistency between the terms of this Agreement and the terms of the Water Purchase Agreement, then the terms of this Agreement will control. The WaterLink Communities will at all times comply with all terms and conditions of the Water Purchase Agreement except as otherwise provided in this Agreement. B. Term of Agreement. This Agreement will continue in full force and effect from the Effective Date until the Line of Credit is paid in full by the WaterLink Communities. C. Cooperation and Further Agreements. The Commission and Oswego agree to meet and cooperate in good faith throughout the term of this Agreement to implement the letter and spirit of the provisions set forth in this Agreement. D. Assignment. This Agreement may not be assigned by any party, in whole or in part, without the prior written consent of the other party. E. Notices. Any notices under this Agreement will be personally delivered, delivered by the deposit thereof in the U. S. Postal Service, postage prepaid, registered, or certified, return receipt requested, or by overnight courier service to the Party at the address listed below IGA DEVELOPMENT OF CONNECTION FACILITIES TO IMPLEMENT WATER SERVICE Page 10 of 14 or at another address hereafter designated by notice or by email transmission. Any such notice will be deemed to have been delivered and given upon personal delivery or delivery by a nationally recognized overnight courier service, or deposit with the United States Postal Service or upon receipt of written confirmation that facsimile or email transmission has been successfully completed: If to the Commission: Paul D. May, P.E., General Manager DuPage Water Commission 600 E. Butterfield Road Elmhurst, IL 60126 Email: may@dpwc.org With a copy to: Phillip A. Luetkehans Luetkehans, Brady, Garner & Armstrong 2700 International Drive, Suite 305 West Chicago, IL 60185 Email: pal@lbgalaw.com If to the WaterLink Communities: Village Administrator Village of Oswego 100 Parkers Mill Oswego, IL 60543 Email: info@oswegoil.org With a copy to: David J. Silverman Village Attorney Mahoney, Silverman, & Cross, LLC 126 South Main Street Oswego, Illinois 60543 Village Administrator Village of Montgomery 200 N River Street Montgomery, IL 60538 Email: zoephel@montgomeyil.org IGA DEVELOPMENT OF CONNECTION FACILITIES TO IMPLEMENT WATER SERVICE Page 11 of 14 With a copy to: Laura M. Julien Village Attorney Mickey Wilson, Weiler, Renzi, Lenert, & Julien, PC 140 Municipal Drive Sugar Grove, IL 60554 City Administrator United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Email: bolson@yorkville.il.us With a copy to: Kathleen Field Orr & Associates Kathleen Field Orr 2024 Hickory Road, Suite 205 Homewood, IL 60430 With a copy to: Irene Schild Caminer Caminer Law, LLC 2612 W. Sunnyside Ave. Chicago, IL 60625 Email: Irene@caminerlaw.com By notice complying with the requirements of this Section 4.E, the Commission and the WaterLink Communities each will have the right to change the address or addressee or both for all future notices to it, but no notice of a change of address will be effective until actually received. F. No Oral Agreements. No oral agreements exist by or between the Commission and the WaterLink Communities with respect to this Agreement, nor was the making and execution of this Agreement induced by any representation, statement, warranty, agreement, or action other than those expressed or explicitly referenced in this Agreement. IGA DEVELOPMENT OF CONNECTION FACILITIES TO IMPLEMENT WATER SERVICE Page 12 of 14 G. No Waiver. No course of dealing or failure of the Commission or the WaterLink Communities to enforce strictly any term, right, or condition of this Agreement will be construed as a waiver of such term, right, or condition. No express waiver of any term, right, or condition of this Agreement will operate as a waiver of any other term, right, or condition. H. No Third-Party Beneficiaries. This Agreement is entered into solely for the benefit of the contracting parties, and nothing in this Agreement is intended, either expressly or impliedly, to provide any right or benefit of any kind whatsoever to any person or entity who is not a party to this Agreement, or to acknowledge, establish, or impose any legal duty to any third party. I. Governing Law and Venue. This Agreement will be governed by and construed exclusively under the applicable laws, but not the conflict of laws rules, of the State of Illinois. Venue for any litigation arising out of this Agreement will only be proper in the Eighteenth Judicial Circuit Court, DuPage County, Illinois. J. Counterparts. This Agreement may be executed in several counterparts, each of which will be deemed to be an original, and all of which will constitute but one and the same instrument. Any such counterpart may be signed by one or more of the parties hereto so long as each of the parties hereto has signed one or more of such counterparts. K. Authority. The person(s) executing this Agreement on behalf of the Parties hereto warrant that: (i) such The WaterLink Communities and the Commission are duly organized and existing; (ii) the individual signing is duly authorized to execute and deliver this Agreement on behalf of said WaterLink Communities or the Commission; (iii) by so executing this Agreement, such WaterLink Communities and the Commission are formally bound to the provisions and conditions contained in this Agreement; and (iv) the entering into this Agreement by the WaterLink Communities and the Commission does not violate any provision of any other IGA DEVELOPMENT OF CONNECTION FACILITIES TO IMPLEMENT WATER SERVICE Page 13 of 14 agreement to which said WaterLink Communities and the Commission is bound. L. Mutual Cooperation. The WaterLink Communities and the Commission acknowledge that it may be necessary to execute documents other than those specifically referred to herein in order to complete the objectives and requirements that are set forth in this Agreement. the WaterLink Communities and the Commission hereby agree to cooperate with each other by executing such other documents or taking such other actions as may be reasonably necessary to complete the objectives and requirements set forth herein in accordance with the intent of the WaterLink Communities and the Commission as evidenced by this Agreement. M. Amendment. This Agreement is the entire agreement between the WaterLink Communities and the Commission regarding its subject matter and may not be changed or amended except pursuant to a written instrument signed by each Municipality and the Commission. IGA DEVELOPMENT OF CONNECTION FACILITIES TO IMPLEMENT WATER SERVICE Page 14 of 14 IN WITNESS WHEREOF, The WaterLink Communities and the Commission hereto have caused their respective corporate names to be subscribed hereto and their respective corporate seals to be affixed hereto and attested by their duly authorized officers, all on the date set opposite their respective corporate names. ATTEST: DuPage Water Commission _________________________ BY: ________________________ ATTEST: Village of Montgomery _________________________ BY: ________________________ ATTEST: Village of Oswego _________________________ BY: ________________________ ATTEST; United City of Yorkville _________________________ BY: ________________________ Resolution No. 2024-____ Page 1 Resolution No. 2024-_____ A RESOLUTION AUTHORIZING THE EXECUTION OF AN INTERGOVERNMENTAL AGREEMENT CONCERNING CAPITAL COST RECOVERY CHARGE BETWEEN THE UNITED CITY OF YORKVILLE AND THE DUPAGE WATER COMMISSION WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing non-home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and WHEREAS, the Constitution of the State of Illinois of 1970, Article VII, Section 10, and the Intergovernmental Cooperation Act, 5 ILCS 220/1 et seq., authorize units of local government to contract or otherwise associate among themselves to obtain or share services and to exercise, combine, or transfer any power or function in any manner not prohibited by law; and WHEREAS, the DuPage Water Commission (the “Commission”) is a county water commission and public corporation under Division 15 of Article 11 of the Illinois Municipal Code, 65 ILCS 5/11-135-1 et seq. and the Water Commission Act of 1985, 70 ILCS 3720/0.01 et seq. (the “Acts”); and WHEREAS, the Commission has been organized under the Acts to supply water within its territorial limits; and WHEREAS, the City currently owns and operates a municipal drinking water system (“Yorkville Unit System”) served by wells that extract source water from the Ironton-Galesville aquifer; and WHEREAS, the City is within the territorial limits of the Commission; and WHEREAS, the City intends to change from the Ironton-Galesville groundwater source to Lake Michigan source water, through a Water Purchase and Sale Contract with the DuPage Resolution No. 2024-____ Page 2 Water Commission, and has applied for and received a Lake Michigan Water Allocation Permit (“Permit”) from the State of Illinois Department of Natural Resources, Office of Water Resources; and WHEREAS, the City has conducted extensive study and has concluded that the most sustainable alternative water source to serve the City through the municipal waterworks system currently serving the City, as well as any extensions or improvements of that system, is Lake Michigan water from the Commission; and WHEREAS, the Commission owns and maintains a waterworks system as a supplier of Lake Michigan water to member customers that contract for such service (“Commission’s Waterworks System”); and WHEREAS, the City is seeking to obtain water for its residents beginning in 2028 from the Commission in the incorporated areas within the City (the “Service Area”); and WHEREAS, the City seeks to connect to Lake Michigan through the Commission; and WHEREAS, the Commission has entered into a water supply contract with the City of Chicago to purchase Lake Michigan water sufficient to meet the water supply needs of the Commission and its customers; and WHEREAS, the Commission’s water supply contract with the City of Chicago is set to expire in 2041 and the Commission is currently: (1) exploring an alternative solution to obtaining Lake Michigan water; and (2) in discussions and negotiations with the City of Chicago for a new water supply agreement; and WHEREAS, to carry out their duties and responsibilities, and desire to create a method of providing an adequate supply of Lake Michigan water to the Yorkville Unit System, the Commission, and the City, concurrent with the Intergovernmental Agreement Concerning Capital Resolution No. 2024-____ Page 3 Cost Recovery Charge, substantially in the form (the “Agreement”), attached hereto as Exhibit A, are entering into the Water Purchase and Sale Contract dated October 17, 2024, WaterLink Project Escrow Intergovernmental Agreement, and an Intergovernmental Agreement Concerning Development of Connection Facilities to Implement Water Service; and WHEREAS, to become a member of the Commission and comply with the Water Purchase and Sale Contract, the City must pay its proportional share of the costs for the property owned by the Commission (the “Capital Cost Recovery Charge”); and WHEREAS, the Commission previously enacted Resolution R-79-04 allowing the Commission the ability to finance the Capital Cost Recovery Charge for potential Subsequent Customers (customers other than its original customers) requesting such accommodation on a case-by case basis; and WHEREAS, the matters set forth in the Agreement will serve the public interest, and the Commission and the City deem it to be in each of their best interests for the Commission to provide financing to the City for the money necessary to pay the Capital Cost Recovery Charge and enter into the Agreement. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, as follows: Section 1. That the recitals set forth above are incorporated here by reference. Section 2. The Mayor and City Council hereby approve the Intergovernmental Agreement Concerning Capital Cost Recovery Charge, and the Mayor and City Clerk are authorized and directed to execute on behalf of the United City of Yorkville the Intergovernmental Agreement Concerning Capital Cost Recovery Charge, substantially in the form attached as “Exhibit A.” Section 3. All Resolutions or parts of Resolutions in conflict with any of the provisions of this Resolution shall be, and the same hereby repealed to the extent of the conflict. Resolution No. 2024-____ Page 4 Section 4. This Resolution and every provision thereof shall be considered severable. If any section, paragraph, clause or provision of this Resolution is declared by a court of law to be invalid or unconstitutional, the invalidity or unconstitutionality thereof shall not affect the validity of any other provisions of this Resolution. Section 5. This Resolution shall be in full force and effect from and after its passage and approval in the manner provided by law. [Remainder Intentionally Left Blank. Roll Call Vote to Follow] Resolution No. 2024-____ Page 5 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ SEAVER TARULIS _________ RUSTY CORNEILS _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ MAYOR Attest: ______________________________ CITY CLERK Yorkville -IGA Capital Cost Recovery Charge Page 1 of 11 INTERGOVERNMENTAL AGREEMENT WITH THE UNITED CITY OF YORKVILLE CONCERNING CAPITAL COST RECOVERY CHARGE This Intergovernmental Agreement, (the “Agreement”) is dated the 17th day of October 2024 (the “Effective Date”), by and between the United City of Yorkville (“City”) and the DuPage Water Commission (the “Commission”), a county water commission and public corporation under Division 135 of Article 11 of the Illinois Municipal Code, 65 ILCS 5/11-135-1 et seq., and the Water Commission Act of 1985, 70 ILCS 3720/0.01 et seq. (the “Acts”). W I T N E S S E T H: WHEREAS, the Commission has been organized under the Acts to supply water within its territorial limits; and WHEREAS, the City currently owns and operates a municipal drinking water system (“Yorkville Unit System”) served by wells that extract source water from the Ironton-Galesville aquifer; and WHEREAS, the City is within the territorial limits of the Commission; and WHEREAS, the City intends to change from the Ironton-Galesville groundwater source to Lake Michigan source water, through a Water Purchase and Sale Contract with the DuPage Water Commission, and has applied for and received a Lake Michigan Water Allocation Permit (“Permit”) from the State of Illinois Department of Natural Resources, Office of Water Resources; and WHEREAS, the City has conducted extensive study and has concluded that the most sustainable alternative water source to serve the City through the municipal waterworks system currently serving the City, as well as any extensions or improvements of that system, is Lake Michigan water from the Commission; and WHEREAS, the Commission owns and maintains a waterworks system as a supplier of Yorkville -IGA Capital Cost Recovery Charge Page 2 of 11 Lake Michigan water to member customers that contract for such service (“Commission’s Waterworks System”); and WHEREAS, the City is seeking to obtain water for its residents beginning in 2028 from the Commission in the incorporated areas within the City (the “Service Area”); and WHEREAS, the City seeks to connect to Lake Michigan through the Commission; and WHEREAS, the Commission has entered into a water supply contract with the City of Chicago to purchase Lake Michigan water sufficient to meet the water supply needs of the Commission and its customers; and WHEREAS, the Commission’s water supply contract with the City of Chicago is set to expire in 2041 and the Commission is currently: (1) exploring an alternative solution to obtaining Lake Michigan water; and (2) in discussions and negotiations with the City of Chicago for a new water supply agreement; and WHEREAS, to carry out their duties and responsibilities, and desire to create a method of providing an adequate supply of Lake Michigan water to the Yorkville Unit System, the Commission, and the City, concurrent with this Agreement, are entering into the Water Purchase and Sale Contract dated October 17, 2024, WaterLink Project Escrow Intergovernmental Agreement, and an Intergovernmental Agreement Concerning Development of Connection Facilities to Implement Water Service; and WHEREAS, to become a member of the Commission and comply with the Water Purchase and Sale Contract, the City must pay its proportional share of the costs for the property owned by the Commission (the “Capital Cost Recovery Charge”); and WHEREAS, the Commission previously enacted Resolution R-79-04 allowing the Commission the ability to finance the Capital Cost Recovery Charge for potential Subsequent Yorkville -IGA Capital Cost Recovery Charge Page 3 of 11 Customers (customers other than its original customers) requesting such accommodation on a case-by case basis; and WHEREAS, the matters set forth in this Agreement will serve the public interest, and the Commission and the City deem it to be in each of their best interests for the Commission to provide financing to the City for the money necessary to pay the Capital Cost Recovery Charge and enter into this Agreement; and WHEREAS, pursuant to Section 10 of Article VII of the Illinois Constitution of 1970, the provisions of the Intergovernmental Cooperation Act, 5 ILCS 220/1 et seq., and other applicable authority, the Commission and the City are authorized to enter into this Agreement. NOW, THEREFORE, in consideration of the foregoing and the mutual covenants and agreements hereinafter set forth, the Commission and the City hereby agree as follows: SECTION 1. PREAMBLES The foregoing recitals are by this reference incorporated herein and made a part hereof as if fully set forth herein. SECTION 2. COMMISSION FINANCING A. Capital Cost Recovery Financing. The Commission will, after the execution and delivery of this Agreement, provide financing to the City in the amount of $8,013,886.00 (the “Capital Cost Recovery Amount”). B. Payment Terms. 1. The City will pay the Commission the principal balance of the Capital Cost Recovery Amount in 360 monthly installments, commencing at the time the first payment is due under Subsection 7M in the Water Purchase and Sale Contract (the “Monthly Payment Date”), and continuing in successive monthly installments on each Monthly Payment Date, with the final Yorkville -IGA Capital Cost Recovery Charge Page 4 of 11 payment of any principal, if not sooner paid, on the 360th Monthly Payment Date. Each of the 360 monthly installments of principal for the Capital Cost Recovery Amount will be in the amount of $22,260.79, except that the final payment will be in the amount of $22,262.39. 2. Interest on the unpaid principal balance of the Capital Cost Recovery Amount, will accrue at the rate of zero percent (0%) per annum. C. Tender of Capital Cost Recovery Amount Payments. Payments of the principal of and interest will be made in lawful money of the United States of America in federal or other immediately available funds. D. Asset-in-Kind Contribution. To the extent the City agrees to pay for a portion of the increase in size of the primary 48” western pipeline (commencing at Book Road and 75th Street and extending west of the Fox River to a termination point at Orchard Road, also known as “TW 6/25” in the DWC naming convention), from the baseline pipe size to 54”, the value of that contribution by the City will be mutually agreed upon and set forth in a separate agreement between the Commission and the City before the closing of the WIFIA Loan. E. Covenants. The covenants set forth in Subsections 9A, 9B, 9C, and 9D of the Water Purchase and Sale Contract are incorporated into this Agreement by reference. SECTION 3. DEFAULTS AND REMEDIES A. Commission Defaults. The occurrence of the following will constitute a default by the Commission under this Agreement: The failure by the Commission to observe and/or perform any covenant, condition, and/or agreement on its part to be observed and/or performed under this Agreement, and the continuation of said failure for thirty (30) days after the Commission’s receipt of written notice thereof from the City. However, if said failure cannot be remedied by the Commission within said thirty (30) day period and the Commission has diligently pursued the Yorkville -IGA Capital Cost Recovery Charge Page 5 of 11 resolution of the failure during said thirty (30) days, the period will be extended by such additional time as may be reasonably required by the Commission to cure or correct said failure. In no event will the period be extended by more than ninety (90) days. In the event of a default by the Commission under this Agreement, the City will have the same remedies as are provided for, and only the remedies provided for, in the Water Purchase and Sale Contract for a default by the Commission. B. City Defaults. The occurrence of the following will constitute a default by the City under this Agreement: 1. The failure by the City to observe and/or perform any covenant, condition, and/or agreement on its part to be observed and/or performed under this Agreement, and the continuation of said failure for thirty (30) days after the City’s receipt of written notice thereof from the Commission. However, if said failure cannot be remedied by the City within said thirty (30) day period and the City has diligently pursued the resolution of the failure during said thirty (30) days, the period will be extended by such additional time as may be reasonably required by the City to cure or correct said failure. In no event will the period be extended by more than ninety (90) days. In the event of a default by the City under this Agreement, the Commission will have the same remedies as are provided for, and only the remedies provided for, in the Water Purchase and Sale Contract for a default by the City; 2. A default under the October 17, 2024 Intergovernmental Agreement Concerning Development of Connection Facilities to Implement Water Service; or Yorkville -IGA Capital Cost Recovery Charge Page 6 of 11 3. A default under the October 17, 2024 WaterLink Project Escrow Intergovernmental Agreement. In the event of a default by the City, the Commission will: (i) be paid its reasonable attorneys’ fees and costs incurred in connection with that default, in addition to any attorneys’ fees and costs incurred in enforcing the terms of this Agreement; (2) be entitled to the right to enforce a lien against all income derived from the Yorkville Unit System, other than that income necessary to pay any loans to the State of Illinois or its agencies for the construction of the Yorkville Unit System, until the City’s Capital Cost Recovery Amount and any amounts due from the City under the WaterLink Project Escrow Intergovernmental Agreement are paid back in full; and (3) will have the same remedies as are provided for in the Water Purchase and Sale Contract for a default by the City. C. Force Majeure. In case by reason of a force majeure event, either party to this Agreement will be rendered unable wholly or in part to carry out its obligation under this Agreement, then if such party will give notice and full particulars of such force majeure event in writing to the other party within a reasonable time after occurrence of the event or cause relied on, the obligation of the party giving such notice, so far as it is affected by such force majeure event, will be suspended during the continuance of the inability then claimed, but for no longer period, and any such party will endeavor to remove or overcome such inability with all reasonable dispatch. The term “force majeure event” as employed in this Agreement will mean acts of God, strikes, lockouts, or other industrial disturbances, acts of public enemy, orders of any kind of the Government of the United States, of the State of Illinois, or of any civil or military authority, insurrections, riots, epidemics, pandemics, landslides, lightning, earthquakes, fires, hurricanes, storms, floods, washouts, droughts, arrests, restraints of government and people, civil disturbances, explosions, breakage or accidents to machinery, pipelines, canals, or tunnels, partial or entire Yorkville -IGA Capital Cost Recovery Charge Page 7 of 11 failure of water supply, and inability on the part of the Commission or of the City to deliver Lake Michigan water, or of the City to receive Lake Michigan water, on account of any other causes not reasonably within the control of the party claiming such inability. The settlement of strikes and lockouts will be entirely within the discretion of the party having the difficulty, and the above requirement that any “force majeure event” will be remedied with all reasonable dispatch will not require the settlement of strikes and lockouts by acceding to the demands of the opposing party or parties when such settlement is unfavorable to it in the judgment of the party having the difficulty. SECTION 4. LEGAL RELATIONSHIPS AND REQUIREMENTS A. Supplemental Agreement. This Agreement will be deemed to supplement the Water Purchase and Sale Contract in connection with the supply of Lake Michigan water to the Yorkville Unit System. If there is any other conflict or inconsistency between the terms of this Agreement and the terms of the Water Purchase and Sale Contract, then the terms of this Agreement will control. The City will at all times comply with all terms and conditions of the Water Purchase and Sale Contract, except as otherwise provided in this Agreement. B. Term of Agreement. This Agreement will continue in full force and effect from the Effective Date until the Capital Cost Recovery Amount is paid in full by the City. C. Cooperation and Further Agreements. The Commission and the City agree to cooperate in good faith throughout the term of this Agreement to implement the letter and spirit of the provisions set forth in this Agreement. D. Assignment. This Agreement may not be assigned by any party, in whole or in part, without the prior written consent of the other party. E. Notices. Any notices under this Agreement will be personally delivered, delivered by the deposit thereof in the U. S. Postal Service, postage prepaid, registered, or certified, return receipt requested, or by overnight courier service to the Party at the address listed below or at Yorkville -IGA Capital Cost Recovery Charge Page 8 of 11 another address hereafter designated by notice, or by email transmission. Any such notice will be deemed to have been delivered and given upon personal delivery or delivery by a nationally recognized overnight courier service, or deposit with the United States Postal Service or upon receipt of written confirmation that facsimile or email transmission has been successfully completed: If to the Commission: Paul D. May, P.E., General Manager DuPage Water Commission 600 E. Butterfield Road Elmhurst, IL 60126 Email: may@dpwc.org With a copy to: Phillip A. Luetkehans Luetkehans, Brady, Garner & Armstrong 2700 International Drive, Suite 305 West Chicago, IL 60185 Email: pal@lbgalaw.com If to the City: City Administrator United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Email: bolson@yorkville.il.us With a copy to: City Attorney Kathleen Field Orr Kathleen Field Orr & Associates 2024 Hickory Road, Suite 205 Homewood, IL 60430 Yorkville -IGA Capital Cost Recovery Charge Page 9 of 11 With a copy to: Irene Schild Caminer Caminer Law, LLC 2612 W. Sunnyside Ave. Chicago, IL 60625 Email: Irene@caminerlaw.com By notice complying with the requirements of this Section 4.E, the Commission and the City each will have the right to change the address or addressee or both for all future notices to it, but no notice of a change of address will be effective until actually received. F. No Oral Agreements. No oral agreements exist by or between the Commission and the City with respect to this Agreement, nor was the making and execution of this Agreement induced by any representation, statement, warranty, agreement, or action other than those expressed or explicitly referenced in this Agreement. G. No Waiver. No course of dealing or failure of the Commission or the City to enforce strictly any term, right, or condition of this Agreement will be construed as a waiver of such term, right, or condition. No express waiver of any term, right, or condition of this Agreement will operate as a waiver of any other term, right, or condition. H. No Third-Party Beneficiaries. This Agreement is entered into solely for the benefit of the contracting parties, and nothing in this Agreement is intended, either expressly or impliedly, to provide any right or benefit of any kind whatsoever to any person or entity who is not a party to this Agreement, or to acknowledge, establish, or impose any legal duty to any third party. I. Governing Law and Venue. This Agreement will be governed by and construed exclusively under the applicable laws, but not the conflict of laws rules, of the State of Illinois. Venue for any litigation arising out of this Agreement will only be proper in the Eighteenth Judicial Circuit Court, DuPage County, Illinois. Yorkville -IGA Capital Cost Recovery Charge Page 10 of 11 J. Counterparts. This Agreement may be executed in several counterparts, each of which will be deemed to be an original, and all of which will constitute but one and the same instrument. Any such counterpart may be signed by one or more of the parties hereto so long as each of the parties hereto has signed one or more of such counterparts. K. Authority. The person(s) executing this Agreement on behalf of the Parties hereto warrant that: (i) such the City and the Commission are duly organized and existing; (ii) the individual signing is duly authorized to execute and deliver this Agreement on behalf of said City or the Commission; (iii) by so executing this Agreement, such City and the Commission are formally bound to the provisions and conditions contained in this Agreement; and (iv) the entering into this Agreement by the City and the Commission does not violate any provision of any other agreement to which said City and the Commission is bound. L. Mutual Cooperation. The City and the Commission acknowledge that it may be necessary to execute documents other than those specifically referred to herein in order to complete the objectives and requirements that are set forth in this Agreement. The City and the Commission hereby agree to cooperate with each other by executing such other documents or taking such other actions as may be reasonably necessary to complete the objectives and requirements set forth herein in accordance with the intent of the City and the Commission as evidenced by this Agreement. M. Amendment. This Agreement is the entire agreement between the City and the Commission regarding its subject matter and may not be changed or amended except pursuant to a written instrument signed by the City and the Commission. Yorkville -IGA Capital Cost Recovery Charge Page 11 of 11 IN WITNESS WHEREOF, the City and the Commission hereto have caused their respective corporate names to be subscribed hereto and their respective corporate seals to be affixed hereto and attested by their duly authorized officers. ATTEST: DuPAGE WATER COMMISSION By: __________________________ By: __________________________ Its: __________________________ Its: __________________________ ATTEST: UNITED CITY OF YORKVILLE By: __________________________ By: __________________________ Its: __________________________ Its: __________________________ Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Economic Development Committee #1 Tracking Number EDC 2024-70 Economic Development Consultant Contract with DLK, LLC City Council – October 8, 2024 EDC – 10/1/24 Moved forward to City Council agenda. EDC 2024-70 Majority Approval Please see the attached memo. Bart Olson Administration Name Department Summary Consideration of a contract with Lynn Dubajic-Kellogg of DLK, LLC for economic development consulting services. Background This item was last discussed in January 2022, when the City approved a 3-year contract that expires in December 2024. After no change in the hourly rate of $145 between 2015 and 2022, the City Council approved a contract that bumped the hourly rate to $148 in 2022, $149 in 2023, and $150 in 2024. Those increases represented less than 1% change per year. For this year’s contract, we are proposing a more common 3% inflationary factor each year, bringing the final hourly rate in 2027 to $160.90. No other changes are proposed in this contract. It still includes a minimum of 15 hours of work per week, a 30-day termination clause for either party, and quarterly true-ups or payouts for hours worked over or under contract. For the last three years, the City averaged around $14,100 per quarter in supplemental payments. Recommendation Staff recommends approval of the contract with Lynn Dubajic-Kellogg of DLK, LLC for economic development consulting services. Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: September 26, 2024 Subject: Economic Development Consultant contract Resolution No. 2024-____ Page 1 Resolution No. 2024-_____ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, ILLINOIS APPROVING AN AGREEMENT FOR ECONOMIC DEVELOPMENT CONSULTING SERVICES WITH DLK, LLC WHEREAS, the United City of Yorkville, Kendall County, Illinois (the "City"), is a duly organized unit of government of the State of Illinois within the meaning of Article VII, Section 10 of the 1970 Illinois Constitution; and WHEREAS, the City’s Municipal Code provides that the City may approve contracts that have not been competitively bid by a two-thirds affirmative vote of the City Council; and WHEREAS, the City requires the assistance of a consultant in in economic development; and WHEREAS, the City has previously retained DLK, LLC, an Illinois limited liability company, for the purposes of consulting in economic development matters; and WHEREAS, the City’s contract with DLK, LLC is set to expire in December of 2024; and WHEREAS, the DLK, LLC has a good relationship with the City and has provided positive outcomes for a reasonable fee; and WHEREAS, the City wishes to enter into a new agreement with DLK, LLC, to continue to provide economic development services through the year 2027. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The recitals set forth above are incorporated into this Resolution as if fully restated herein. Resolution No. 2024-____ Page 2 Section 2. That the competitive bidding requirement is hereby waived, and the Economic Consultant’s Agreement, by and between the City and DLK, LLC, attached hereto as Exhibit A and made a part hereof by reference, is hereby approved, and the Mayor and City Clerk are hereby authorized to execute said agreement on behalf of the United City of Yorkville. Section 3. That this Resolution shall be in full force and effect from and after its passage and approval as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ SEAVER TARULIS _________ RUSTY CORNEILS _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ MAYOR Attest: ______________________________ CITY CLERK 1 ECONOMIC CONSULTANT’S AGREEMENT This Economic Consultant’s Agreement (“Agreement”) is dated this 8th day of October, 2024, between United City of Yorkville (City) and DLK, LLC of Yorkville, Illinois (“Consultant”). City agrees to retain the services of Consultant to fill the position and perform the duties described below. Consultant agrees to furnish the City the services for the Term and under the conditions set forth in this Agreement. It is expressly understood that Consultant is an Economic Consultant and not an employee. A. Position: The following agreement describes the contractual services to be provided by Consultant for the City performing the services of Economic Development Consultant. Consultant is not an agent of, or authorized to transact business, enter into agreements, or otherwise create any obligation, expressed or implied, on behalf of the City, unless expressly authorized by the Mayor. Consultant agrees to obtain, at her own expense all materials necessary to perform her duties and provide the services required under this Agreement. Any documents made available to Consultant in order to perform services under this Agreement shall be kept confidential and returned to the City upon the termination of the Agreement. B. Scope of Work: Consultant shall perform the following services: 1. Perform the duties of Economic Development Consultant for the City including attracting new businesses to the City, attending meetings and conferences on economic development, perform, preparing and presenting economic and community development plans, programs and services. 2. This position is responsible for working closely with the Community Development Consultant and other City staff in promoting the business and economic development interests within the City. This position will include working with all departments in providing guidance to individuals and companies to establish, relocate or expand their businesses within the City. The position will include assistance in the planning and coordination of City development projects, assisting business and residential applications with local and State permitting processes and providing research for City sponsored programs. 3. The Consultant shall not work for another municipality during the term of this Agreement. 4. This position reports directly to the City Administrator. C. Services to be provided 1. Directs economic development initiatives to achieve the goals and objectives for economic development, 2. Provides assistance in the development of short and long term economic development plans, as well as the gathering of information and preparation of studies, reports and recommendations to achieve such goals, 2 3. Provides professional economic development advice, assist in the application and permitting process and serve as an advocate for economic development in line with the Comprehensive Plan, zoning ordinances and goals as established by the City, 4. Works closely with the City staff to identify areas of concern in the promotion of business location and expansion within the City, 5. Maintains a liaison with various local, State and Federal agencies to coordinate projects with those agencies, 6. Provides information on economic development issues, programs, services and plans, 7. Becomes familiar with the existing inventory of available buildings and business and residential development sites within the City, 8. Provide the City with a monthly report of all activities, contacts, services, meetings and conferences attended. Consultant is to perform the above services as the City’s Economic Development Consultant for not less than fifteen (15) hours per week. D. Materials: Consultant will furnish all materials, equipment and supplies used to provide the services required by this Agreement. E. Term: The term of this Agreement shall begin on January 1, 2025 and shall terminate on December 31, 2027. F. Fees: For the services provided by Consultant under this Agreement for the term of this Agreement, the City agrees to pay Consultant $154.50 per hour in calendar year 2025, $159.14 per hour in calendar year 2026, and $160.90 per hour in calendar year 2027. Consultant will be responsible for all expenses incurred while performing services under this Agreement including travel expenses except for out of State travel which shall be reimbursed by the City. For in-state and out-of-state conferences and seminars where the City directs Consultant to attend on the City’s behalf, the City shall pay the conference or seminar registration fees. The Consultant will invoice the City on a monthly basis for all work performed during the preceding month. Each invoice shall provide an itemization of the time of all work performed. Invoices shall be paid by the City within thirty (30) days of receipt. Within ten (10) days of the close of each calendar quarter during the term of this Agreement the time worked by the Consultant during the prior three (3) months will be reviewed and in the event the Consultant worked more than fifteen (15) hours per week, the City agrees to compensate the Consultant for the work performed in excess of fifteen (15) hours per week at the applicable per hour rate. If the Consultant works less than fifteen (15) hours per week, the time must be made up within the following calendar quarter. 3 The City will not pay or withhold federal, state, or local income or payroll tax on behalf of Consultant. As an Economic Consultant, Consultant is responsible for paying all taxes and waives all rights to any employee benefits offered by the City or any other entity affiliated with the City to its employees. In the event taxes are assessed against the City arising out of any money paid to Consultant, Consultant agrees to assume all responsibility for the payment of such taxes and to indemnify and hold harmless the City for any such tax liabilities, including penalties. G. Insurance: The City will not obtain worker’s compensation insurance or other insurance coverage of any kind for or on behalf of Consultant. H. Liability: Each party agrees to be responsible for its own actions and activities, including the negligence of its employees or agents. It is understood and agreed that neither party shall be legally liable for any negligent or wrongful acts either of commission or omission, chargeable to the other, unless such liability is imposed by law, and this Agreement shall not be construed as seeking to either enlarge or diminish any obligation or duty owed by one party against the other or against third parties. I. Termination: Either party may terminate this Agreement immediately for breach. If the City terminates this Agreement for a breach, no compensation or expenses shall be paid by the City to Consultant, under the terms of this Agreement, beyond the date of termination. Additionally, either party may terminate this Agreement upon presentation of written notice of intent to terminate with at least one (1) month’s written notice to the other. In such event Consultant shall be obligated to continue to provide services until the one (1) month’s notice period has expired and the City shall be obligated to pay compensation until the one (1) month’s’ notice period has expired. J. Choice of Law: This Agreement shall at all times be governed by and construed in accordance with the laws of the State of Illinois. K. Saving Clause: If any provision of this Agreement is declared invalid or unenforceable under applicable law, such provision shall be deemed severed from the Agreement and all other provisions of this Agreement shall remain in full force and effect. 4 L. Entire Agreement: This Agreement contains the entire agreement of the parties and supersedes all prior agreements and understandings between the parties. This Agreement may be amended, modified or supplemented only by a written instrument executed by both parties. Signed: Consultant Date Mayor Date Attest: ___________________________________ City Clerk Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Administration Committee Report #1 Tracking Number ADM 2024-35 2024 Tax Levy Estimate City Council – October 8, 2024 ADM – 9/18/24 Moved forward to City Council agenda. ADM 2024-35 Majority Approval Please see attached memo. Rob Fredrickson Finance Name Department Summary Approval of the 2024 tax levy estimate, for the purpose of publishing a public notice for an upcoming public hearing. Background Each year, the first step of the tax levy process involves adopting a tax levy estimate for the purposes of holding a public hearing, if required. For 2024, the recommended tax levy estimate for City and Library operations is $5,433,780, as detailed in Exhibit A. At the direction of the Administration Committee, the City’s levy request amounts to $4,056,358 and includes the increment from new construction only. The Library operations levy is proposed at the statutory maximum rate of $0.15 per $100 of Equalized Assessed Value (EAV), totaling $1,377,422. However, due to the Property Tax Extension Limitation Law (PTELL), the actual Library tax levy is expected to be lower (i.e., around the $1.06M figure presented in Exhibit B). 2017 Tax Levy (FY 19) thru 2023 Tax Levy (FY 25 - current fiscal year) Pursuant to PTELL, two factors determine how much the City, as a non-home rule municipality, can increase its levy by each year: 1.) the equalized assessed valuation (EAV) of new construction and 2.) the year-over-year change in inflation (as measured by the Consumer Price Index or CPI). Beginning with the 2017 levy process, Council began to ease back into its past practice of marginally increasing the levy each year by new construction only, thus foregoing the annual inflationary increment. This practice was continued last year (2023 levy - currently being collected in FY 25) as the City Council decided to increase the levy by estimated new construction ($147,498) only; and forfeit the inflationary increment of $186,659. As a result, most residents over the last seven levy cycles should have seen the City portion of their property tax bill stay relatively the same or even decrease slightly in some years, assuming that the change in EAV of their homes was less than the overall increase in EAV for all taxable property in Yorkville. 2024 Tax Levy (FY 26 – next fiscal year) For this year’s levy, Kendall County has estimated new construction EAV at $32,045,452, which is expected to generate an additional $145,102 in property tax revenue for the City. As illustrated in Exhibit D, after two years of low inflation (levy years 2015-2016), the CPI returned to a more typical rate of 2.1% in levy year 2017. Between 2018 and 2020, CPI remained steady at around 2.0%, before dropping to 1.4% in 2021. Over the next two years, inflation surged dramatically – rising to 7.0% in 2022 and 6.5% in 2023 (both years were capped at 5% under PTELL). This sharp increase was fueled by a combination of factors, including pent-up consumer demand and supply chain disruptions from the pandemic, rising energy costs driven by geopolitical tensions and substantial fiscal and monetary stimuli. In 2024, Memorandum To: City Council From: Rob Fredrickson, Finance Director Date: October 1, 2024 Subject: 2024 Tax Levy Estimate inflation has moderated to a more typical rate of 3.4%, due to rising interest rates, the resolution of supply chain challenges, stabilizing consumer demand and a more balanced labor market. The inflationary portion of the levy is projected to generate an additional $131,953, bringing the estimated total increase in property tax revenue to $277,055 under PTELL. An important update for 2024 is that the Library bonds, which have been part of the tax levy process for nearly two decades, will no longer appear on homeowner’s property tax bills. These bonds, which were originally issued to finance the renovation and expansion of the Library building at 902 Game Farm Road, will be fully paid off at the end of this year. As a result, homeowners can look forward to a noticeable reduction in their property taxes, with the Library portion of the bill decreasing by approximately $100. Given the substantial savings for residents resulting from the retirement of the Library bonds, the City could choose to increase its levy by the amount of incremental property taxes generated from new construction (+$145,102) and inflation (+$131,953), as detailed in Exhibit B, for a total levy amount of $4,158,022. Although this would deviate from the City’s recent practice of levying for new construction only (which would forego the inflationary portion of $131,953 in subsequent levy years), it may serve as a one-off opportunity to marginally expand the City’s tax base while still generating significant property tax savings (~$80) to homeowners. Depending on Council's decision—whether to include incremental property taxes from both CPI and new construction (Exhibit B) or just new construction (Exhibit C)—the City’s portion of the levy is estimated to increase by approximately 7.1% (Exhibit B) or 3.7% (Exhibit C). The City’s 2024 contribution (i.e., actuarially determined funding policy contribution) to the Yorkville Police Pension Fund, as determined by the City’s actuary, MWM Consulting Group, is $1,465,973 (Exhibit F – page 1). This amount is calculated in accordance with the City’s pension funding policy, which targets a 100% funding level by the year 2040. Compared to the 2023 contribution of $1,386,265, this represents an increase of $79,708 or 5.7%. The rise in the employer contribution is attributed to several factors, including: • A shrinking amortization period (i.e., as we get closer to the year 2040, there is less time to spread out the remaining costs associated with the unfunded liability). • The annual payroll assumption of 3.5% for active police officers over the remainder of their careers. • Normal costs continue to increase, as each year of additional service by current employees generates additional pension benefits. At the end of FY 2024, the funding level of the Police Pension Fund stands at 57.5%, calculated by dividing the market value of assets ($16,897,571) by the accrued liability ($29,391,468). This reflects an improvement from last year’s funding level of 53.9% (+6.7%) and a notable increase from the FYE 2020 funding level of 46.2% (+24.5%). After an unprecedented rate of return of +28.0% for the FYE 2021, the Fund yielded a negative return of 4.9% in FY 2022, primarily due to equity market volatility and a low-interest rate environment. The Fund’s performance slightly improved in FY 2023, achieving a return of +0.6%, though it remained well below the actuarial benchmark of +7.0%. Fiscal Year 2024 marked the first full year during which investment decisions for Yorkville, and all Downstate police pension funds, were managed by the Illinois Police Officer’s Pension Investment Fund (IPOPIF). As discussed previously, one of the main motivations behind the State's decision to consolidate Downstate pension funds into IPOPIF was the expectation that the new consolidated fund would generate returns comparable to the Illinois Municipal Retirement Fund (IMRF), which has historically achieved annual returns of +7% or higher. Thus far, IPOPIF has met these expectations, delivering a 9.7% investment return for FY 2024. Looking back at the last eight levy cycles, you may recall that a reoccurring policy question has been whether the City and Library levies should be combined or levied separately. In an effort to “level the playing field” by applying the same rules of property tax growth (lesser of CPI or 5%, plus new construction) to both entities, the City Council has chosen to levy the two entities separately since levy year 2016. Last year the Library Operations tax rate was capped by PTELL at $0.124 per $100 of EAV, resulting in a property tax extension of $989,531 (excludes revenue recapture). This was an increase of $83,745 (9.2%) over the 2022 levy extended amount of $905,786 (excludes revenue recapture). For this year’s levy staff recommends that Council continue with the practice of levying separately for the City and the Library, which is currently estimated to yield property taxes for library operations in the amount of $1,060,187. This amount includes both CPI ($33,644) and new construction ($37,012) increments. Based on current EAV figures the library operations tax rate is estimated at $0.115 per $100 of EAV (max amount is $0.15 per $100 EAV) for the 2024 levy year, which is an increase of 7.1% ($70,656) over the prior year’s extension. The levy amount for the Library is expected to be formally approved by the Library Board at their upcoming October 14th meeting. In addition, the fiscal year 2025 (2023 levy) certifications from the Kendall County Clerk are attached as Exhibit E. The first page contains all City (non-Library) taxes, and the second page contains Library taxes (operations and debt service for the 2006 & 2013 Refunding bonds). As noted last year, the 2023 levy includes revenue recapture amounts, pursuant to State Statue (P.A. 102-0519); which requires the County to adjust the City’s and Library’s extension amounts in order to recapture prior year property tax amounts lost to Property Tax Appeal Board (PTAB) reductions, Circuit Court orders in assessment cases and error certificates resulting from assessment mistakes. These revenue recapture amounts are itemized in Exhibit E for both the City and Library, in the amounts of $31,406 and $14,868, respectively. As in past levy years, all City debt service amounts are expected to be fully abated for the 2024 levy year. Materials regarding the City’s bond abatements will be presented at a future committee meeting, before being presented to the City Council for approval in either November or December. Homeowner Impact The property tax bill itemizes charges for both the City and the Library separately. If the City levies for new construction and inflationary increments (see Exhibit B), the estimated levy extension for both capped and uncapped amounts is projected to rise by 7.1% for the 2024 levy year (payable in 2025). Conversely, if the City levy includes new construction only (see Exhibit C), the estimated levy extension for both capped and uncapped amounts is expected to increase by 3.7%. Meanwhile, the Library’s levy, for both capped and uncapped amounts, is anticipated to be 7.1% higher (see Exhibit B) than the 2023 levy year extension (payable in 2024). Kendall County currently projects the City's overall 2024 Equalized Assessed Value (EAV) to be $918.3 million, representing a $123.2 million increase (15.5%) from last year's EAV of $795.1 million. Approximately 26% of this increase—or $32.0 million—is attributed to new construction. When excluding new construction, the EAV of existing properties is expected to rise by 11.5%. However, this inflationary increase in EAV should be assuaged by a reduction in the City’s estimated property tax rate which is currently expected to decline by either 7.2% (from $0.49 per $100 of EAV to $0.45 per $100 of EAV – Exhibit B) or by 10.2% (from $0.49 per $100 of EAV to $0.44 per $100 of EAV – Exhibit C), depending on which option (new construction and inflation increments or new construction increment only) is decided upon by Council. Depending on Council’s decision regarding the City’s levy, homeowners can expect overall net property tax savings to range between approximately $80 and $100. For the Library portion, property owners should see a reduction of about $100, since no further levy is required for Library debt service. The amount paid to the City should either be approximately the same as last year’s tax bill (Exhibit C – new construction only) or increase by about $20 (Exhibit B – new construction and inflation). Please note that the above projections assume that an individual property owner’s EAV increases at a rate comparable to the overall EAV, adjusted for new construction. Recommendation The preliminary staff recommendations for aggregate levy amounts are shown in the table below. City Tax Levy 2023 Levy Extension 2024 Maximum Levy (Estimate) 2024 Levy Recommended Amount City Levy (Capped) $3,880,967 $4,158,022 $4,056,358 City Bonds/Revenue Recapture(Uncapped) $31,406 N / A N / A Totals $3,912,373 $4,158,022 $4,056,358 Library Tax Levy 2023 Levy Extension 2024 Maximum Levy (Estimate) 2024 Levy Recommended Amount Library Operations (Capped) $989,531 $1,377,422 $1,377,422 Library Bonds/Revenue Recapture(Uncapped) $878,938 N / A N / A Totals $1,868,469 $1,377,422 $1,377,422 In regard to the setting of a tax levy estimate, staff recommends the approval of Exhibit A, which shows the City’s levy increasing by an augmented new construction only amount and sets the Library’s levy at their ceiling rate of $0.15 per $100 of EAV, for the purposes of setting a maximum levy amount for the public hearing. In order to capture every dollar possible generated from the new construction increment, staff has increased the County’s current new construction EAV estimate ($32,045,452) by 20% ($38,454,542); which would increase projected new construction incremental property tax amounts by $30,289, from $145,102 to $175,391. Since the estimated amount of new construction is likely to be updated by the County between now and December, this would allow Council maximum flexibility to adjust the levy accordingly to ensure that the entire new construction component of the levy could be utilized, if desired. As a reminder, the tax levy estimate sets the maximum amount that the City and Library could levy, with the understanding that Council and the Library Board reserve the right to levy less than that amount should they desire to do so. Exhibit B is an estimate of how much the City could levy under PTELL (includes increases for both new construction & CPI) for a total of $277,055 in additional property tax proceeds. Exhibit C shows the new construction increment only, for both the City ($145,102) and Library ($37,012); hence foregoing the CPI increments of $131,953 (City) and $33,644 (Library), respectively, in subsequent levy years. Furthermore, staff recommends that the City instruct the County Clerk to levy separately once again for the City and the Library, so that both entities are held to the same rules when it comes to growth. A tentative timeline for the 2024 tax levy process is presented below: • September 18th (Administration Committee) - Preliminary Tax Levy Estimate - informational • October 8th (City Council) - Tax Levy Estimate review and approval o Tax Levy Estimate must be adopted 20 days prior to City Council approval of levy • November 12th (City Council) – Tax Levy Public Hearing o Public Hearing Notice will be published on November 1st o Per State Statute, the Public Hearing Notice must be published in a local paper between 14 and 7 days prior to the public hearing date • November 26th or December 10th (City Council) - Approval of the Tax Levy Ordinance o Must be filed with Kendall County before the last Tuesday in December (December 31st) 2022 Rate Setting EAV% Change over Prior Yr EAV2023 Rate Setting EAV% Change over Prior Yr EAV2024Estimated EAV% Change over Prior Yr EAV$ ChangeFarm3,936,704$ 11.71% Farm4,209,199$ 6.92% Farm4,597,420$ 9.22%388,221$ Residential594,475,190 13.30% Residential687,120,031 15.58% Residential802,620,368 16.81% 115,500,337 Commercial80,620,321 1.01% Commercial87,102,531 8.04% Commercial93,722,462 7.60%6,619,931 Industrial15,925,318 2.66% Industrial16,551,850 3.93% Industrial17,240,090 4.16%688,240 State Railroad90,328 16.36% State Railroad101,044 11.86% State Railroad101,044 0.00%- Total695,047,861$ 11.46% Total795,084,655$ 14.39% Total924,690,474$ 16.30% 129,605,819$ 20222022202220232023202320242024% Change over $ Change overRateLevy RequestLevy ExtensionRateLevy RequestLevy ExtensionRateLevy RequestPrior Yr Ext.Prior Yr Ext.Corporate0.14168984,723$ 984,744$ 0.12386984,744$ 984,792$ 0.10650984,792$ 0.00%0$ Bonds & Interest0.00000- - 0.00000- - 0.00000- -- IMRF Pension0.00000- - 0.00000- - 0.01081100,000 -100,000 Police Protection0.162491,129,316 1,129,383 0.159691,269,660 1,269,671 0.139031,285,593 1.25%15,922 Police Pension 0.198391,378,837 1,378,905 0.174361,386,265 1,386,310 0.158541,465,973 5.75%79,663 Audit0.0043230,000 30,026 0.0037830,000 30,054 0.0032430,000 -0.18%(54) Liability Insurance0.0057640,000 40,035 0.0050440,000 40,072 0.0043340,000 -0.18%(72) Social Security0.02159150,000 150,061 0.01887150,000 150,032 0.01622150,000 -0.02%(32) School Crossing Guard0.0028820,000 20,017 0.0025220,000 20,036 0.00000- -100.00%(20,036) Unemployment Insurance0.00000- - 0.00000- - 0.00000- 0.00%- Subtotal City (PTELL)0.537113,732,876$ 3,733,172$ 0.488123,880,669$ 3,880,967$ 0.438674,056,358$ 4.52%175,391 Revenue Recapture0.00060- 4,170 0.00395- 31,406 0.00000- -(31,406) Total City0.537713,732,876$ 3,737,342$ 0.492073,880,669$ 3,912,373$ 0.438674,056,358$ 3.68%143,985 Library Operations0.130321,041,921$ 905,786$ 0.124461,192,336$ 989,531$ 0.148961,377,422$ 39.20%387,891$ Library Bonds & Interest0.12471866,750 866,794 0.10868864,000 864,071 0.00000- -100.00%(864,071) Revenue Recapture0.00029- 2,016 0.00187- 14,868 0.00000- -(14,868) Total Library0.255321,908,671$ 1,774,596$ 0.235002,056,336$ 1,868,469$ 0.148961,377,422$ -26.28%(491,047) Total City (PTELL & Non-PTELL)0.793035,641,547$ 5,511,938$ 0.727075,937,005$ 5,780,842$ 0.587635,433,780$ -6.00%(347,062)$less Bonds & Interest / Rev Recapture0.12560866,750 872,980 0.11450864,000 910,344 0.00000- -100.00%(910,344) P-TELL Totals0.667434,774,797$ 4,638,958$ 0.612585,073,005$ 4,870,498$ 0.587635,433,780$ 11.57%563,282$ 2024 Tax Levy - Public Hearing** Based on enhanced new construction EAV estimate of $38,454,542 (20% increase of August 12, 2024 EAV estimate of $32,045,452) **(Limiting Rate Applied to City & Library)1 2024% Change over $ Change over2022 Requested2022 Extended2023 Requested2023 ExtendedLevy RequestPrior Yr Ext.Prior Yr Ext.City2,354,039$ 2,358,436$ City2,494,404$ 2,526,063$ City2,590,385$ 2.55%64,322$ Library1,041,921 907,802 Library1,192,336 1,004,399 Library1,377,422 37.14%373,024 Police Pension1,378,837 1,378,905 Police Pension1,386,265 1,386,310 Police Pension1,465,973 5.75%79,663 City Debt Service- -City Debt Service- - City Debt Service- -- Library Debt Service866,750 866,794 Library Debt Service864,000 864,071 Library Debt Service- -100.00%(864,071) Total 5,641,547$ 5,511,938$ Total5,937,005$ 5,780,842$ Total5,433,780$ -6.00%(347,062)$less B&I / Rev Recapture866,750 872,980 less B&I / Rev Recapture864,000 910,344 less B&I / Rev Recapture- -100.00%(910,344) PTELL Subtotal 4,774,797$ 4,638,958$ PTELL Subtotal5,073,005$ 4,870,498$ PTELL Subtotal5,433,780$ 11.57%563,282$ City (excluding D/S & Rev Rec)3,732,876$3,733,172$ City (excluding D/S & Rev Rec)3,880,669$3,880,967$City (excluding D/S & Rev Rec)4,056,358$4.52%175,391$Lib (excluding D/S & Rev Rec)1,041,921905,786Lib (excluding D/S & Rev Rec)1,192,336989,531Lib (excluding D/S & Rev Rec)1,377,42239.20%387,891(Limiting Rate Applied to City & Library)2024 Tax Levy - Public Hearing2 2022 Rate Setting EAV% Change over Prior Yr EAV2023 Rate Setting EAV% Change over Prior Yr EAV2024 Estimated EAV% Change over Prior Yr EAV$ ChangeFarm3,936,704$ 11.71% Farm4,209,199$ 6.92% Farm4,597,420$ 9.22%388,221$ Residential594,475,190 13.30% Residential687,120,031 15.58% Residential802,620,368 16.81% 115,500,337 Commercial80,620,321 1.01% Commercial87,102,531 8.04% Commercial93,722,462 7.60%6,619,931 Industrial15,925,318 2.66% Industrial16,551,850 3.93% Industrial17,240,090 4.16%688,240 State Railroad90,328 16.36% State Railroad101,044 11.86% State Railroad101,044 0.00%- Total695,047,861$ 11.46% Total795,084,655$ 14.39% Total918,281,384$ 15.49% 123,196,729$ 20222022202220232023202320242024% Change over $ Change overRateLevy RequestLevy ExtensionRateLevy RequestLevy ExtensionRateLevy RequestPrior Yr Ext.Prior Yr Ext.Corporate0.14168984,723$ 984,744$ 0.12386984,744$ 984,792$ 0.10724984,792$ 0.00%0$ Bonds & Interest0.00000- - 0.00000- - 0.00000- - - IMRF Pension0.00000- - 0.00000- - 0.01089100,000 - 100,000 Police Protection0.162491,129,316 1,129,383 0.159691,269,660 1,269,671 0.151071,387,257 9.26%117,586 Police Pension 0.198391,378,837 1,378,905 0.174361,386,265 1,386,310 0.159641,465,973 5.75%79,663 Audit0.0043230,000 30,026 0.0037830,000 30,054 0.0032730,000 -0.18%(54) Liability Insurance0.0057640,000 40,035 0.0050440,000 40,072 0.0043640,000 -0.18%(72) Social Security0.02159150,000 150,061 0.01887150,000 150,032 0.01633150,000 -0.02%(32) School Crossing Guard0.0028820,000 20,017 0.0025220,000 20,036 0.00000- -100.00%(20,036) Unemployment Insurance0.00000- - 0.00000- - 0.00000- 0.00%- Subtotal City (PTELL)0.537113,732,876$ 3,733,172$ 0.488123,880,669$ 3,880,967$ 0.452804,158,022$ 7.14%277,055 Revenue Recapture0.00060- 4,170 0.00395- 31,406 0.00000- - (31,406) Total City0.537713,732,876$ 3,737,342$ 0.492073,880,669$ 3,912,373$ 0.452804,158,022$ 6.28%245,649 Library Operations0.130321,041,921$ 905,786$ 0.124461,192,336$ 989,531$ 0.115451,060,187$ 7.14%70,656$ Library Bonds & Interest0.12471866,750 866,794 0.10868864,000 864,071 0.00000- -100.00%(864,071) Revenue Recapture0.00029- 2,016 0.00187- 14,868 0.00000- - (14,868) Total Library0.255321,908,671$ 1,774,596$ 0.235002,056,336$ 1,868,469$ 0.115451,060,187$ -43.26%(808,282) Total City (PTELL & Non-PTELL)0.793035,641,547$ 5,511,938$ 0.727075,937,005$ 5,780,842$ 0.568265,218,209$ -9.73%(562,633)$ less Bonds & Interest / Rev Recapture0.12560866,750 872,980 0.11450864,000 910,344 0.00000- -100.00%(910,344) P-TELL Totals0.667434,774,797$ 4,638,958$ 0.612585,073,005$ 4,870,498$ 0.568265,218,209$ 7.14%347,711$ 2024 Tax Levy - Estimated CPI and New Construction Increments** Based on original new construction EAV estimate of $32,045,452 as of August 12, 2024 **(Limiting Rate Applied to City & Library)1 2024% Change over $ Change over2022 Requested2022 Extended2023 Requested2023 ExtendedLevy RequestPrior Yr Ext.Prior Yr Ext.City2,354,039$ 2,358,436$ City2,494,404$ 2,526,063$ City2,692,049$ 6.57%165,986$ Library1,041,921 907,802 Library1,192,336 1,004,399 Library1,060,187 5.55%55,789 Police Pension1,378,837 1,378,905 Police Pension1,386,265 1,386,310 Police Pension1,465,973 5.75%79,663 City Debt Service- - City Debt Service- - City Debt Service- - - Library Debt Service866,750 866,794 Library Debt Service864,000 864,071 Library Debt Service- -100.00%(864,071) Total 5,641,547$ 5,511,938$ Total 5,937,005$ 5,780,842$ Total 5,218,209$ -9.73% (562,633)$ less B&I / Rev Recapture866,750 872,980 less B&I / Rev Recapture864,000 910,344 less B&I / Rev Recapture- -100.00%(910,344) PTELL Subtotal 4,774,797$ 4,638,958$ PTELL Subtotal 5,073,005$ 4,870,498$ PTELL Subtotal 5,218,209$ 7.14% 347,711$ City (excluding D/S & Rev Rec)3,732,876$ 3,733,172$ City (excluding D/S & Rev Rec)3,880,669$ 3,880,967$ City (excluding D/S & Rev Rec)4,158,022$ 7.14%277,055$ Lib (excluding D/S & Rev Rec)1,041,921 905,786 Lib (excluding D/S & Rev Rec)1,192,336 989,531 Lib (excluding D/S & Rev Rec)1,060,187 7.14%70,656 2024 Tax Levy - Estimated CPI and New Construction Increments(Limiting Rate Applied to City & Library)2 2022 Rate Setting EAV% Change over Prior Yr EAV2023 Rate Setting EAV% Change over Prior Yr EAV2024 Estimated EAV% Change over Prior Yr EAV$ ChangeFarm3,936,704$ 11.71% Farm4,209,199$ 6.92% Farm4,597,420$ 9.22%388,221$ Residential594,475,190 13.30% Residential687,120,031 15.58% Residential802,620,368 16.81% 115,500,337 Commercial80,620,321 1.01% Commercial87,102,531 8.04% Commercial93,722,462 7.60%6,619,931 Industrial15,925,318 2.66% Industrial16,551,850 3.93% Industrial17,240,090 4.16%688,240 State Railroad90,328 16.36% State Railroad101,044 11.86% State Railroad101,044 0.00%- Total695,047,861$ 11.46% Total795,084,655$ 14.39% Total918,281,384$ 15.49% 123,196,729$ 20222022202220232023202320242024% Change over $ Change overRateLevy RequestLevy ExtensionRateLevy RequestLevy ExtensionRateLevy RequestPrior Yr Ext.Prior Yr Ext.Corporate0.14168984,723$ 984,744$ 0.12386984,744$ 984,792$ 0.10724984,792$ 0.00%0$ Bonds & Interest0.00000- - 0.00000- - 0.00000- - - IMRF Pension0.00000- - 0.00000- - 0.01089100,000 - 100,000 Police Protection0.162491,129,316 1,129,383 0.159691,269,660 1,269,671 0.136701,255,304 -1.13%(14,367) Police Pension 0.198391,378,837 1,378,905 0.174361,386,265 1,386,310 0.159641,465,973 5.75%79,663 Audit0.0043230,000 30,026 0.0037830,000 30,054 0.0032730,000 -0.18%(54) Liability Insurance0.0057640,000 40,035 0.0050440,000 40,072 0.0043640,000 -0.18%(72) Social Security0.02159150,000 150,061 0.01887150,000 150,032 0.01633150,000 -0.02%(32) School Crossing Guard0.0028820,000 20,017 0.0025220,000 20,036 0.00000- -100.00%(20,036) Unemployment Insurance0.00000- - 0.00000- - 0.00000- 0.00%- Subtotal City (PTELL)0.537113,732,876$ 3,733,172$ 0.488123,880,669$ 3,880,967$ 0.438444,026,069$ 3.74%145,102 Revenue Recapture0.00060- 4,170 0.00395- 31,406 0.00000- - (31,406) Total City0.537713,732,876$ 3,737,342$ 0.492073,880,669$ 3,912,373$ 0.438444,026,069$ 2.91%113,696 Library Operations0.130321,041,921$ 905,786$ 0.124461,192,336$ 989,531$ 0.111791,026,543$ 3.74%37,012$ Library Bonds & Interest0.12471866,750 866,794 0.10868864,000 864,071 0.00000- -100.00%(864,071) Revenue Recapture0.00029- 2,016 0.00187- 14,868 0.00000- - (14,868) Total Library0.255321,908,671$ 1,774,596$ 0.235002,056,336$ 1,868,469$ 0.111791,026,543$ -45.06%(841,926) Total City (PTELL & Non-PTELL)0.793035,641,547$ 5,511,938$ 0.727075,937,005$ 5,780,842$ 0.550225,052,612$ -12.60%(728,230)$ less Bonds & Interest / Rev Recapture0.12560866,750 872,980 0.11450864,000 910,344 0.00000- -100.00%(910,344) P-TELL Totals0.667434,774,797$ 4,638,958$ 0.612585,073,005$ 4,870,498$ 0.550225,052,612$ 3.74%182,114$ 2024 Tax Levy - Estimated New Construction Increment Only** Based on original new construction EAV estimate of $32,045,452 as of August 12, 2024 **(Limiting Rate Applied to City & Library)1 2024% Change over $ Change over2022 Requested2022 Extended2023 Requested2023 ExtendedLevy RequestPrior Yr Ext.Prior Yr Ext.City2,354,039$ 2,358,436$ City2,494,404$ 2,526,063$ City2,560,096$ 1.35%34,033$ Library1,041,921 907,802 Library1,192,336 1,004,399 Library1,026,543 2.20%22,145 Police Pension1,378,837 1,378,905 Police Pension1,386,265 1,386,310 Police Pension1,465,973 5.75%79,663 City Debt Service- - City Debt Service- - City Debt Service- - - Library Debt Service866,750 866,794 Library Debt Service864,000 864,071 Library Debt Service- -100.00%(864,071) Total 5,641,547$ 5,511,938$ Total 5,937,005$ 5,780,842$ Total 5,052,612$ -12.60% (728,230)$ less B&I / Rev Recapture866,750 872,980 less B&I / Rev Recapture864,000 910,344 less B&I / Rev Recapture- -100.00%(910,344) PTELL Subtotal 4,774,797$ 4,638,958$ PTELL Subtotal 5,073,005$ 4,870,498$ PTELL Subtotal 5,052,612$ 3.74% 182,114$ City (excluding D/S & Rev Rec)3,732,876$ 3,733,172$ City (excluding D/S & Rev Rec)3,880,669$ 3,880,967$ City (excluding D/S & Rev Rec)4,026,069$ 3.74%145,102$ Lib (excluding D/S & Rev Rec)1,041,921 905,786 Lib (excluding D/S & Rev Rec)1,192,336 989,531 Lib (excluding D/S & Rev Rec)1,026,543 3.74%37,012 (Limiting Rate Applied to City & Library)2024 Tax Levy - Estimated New Construction Increment Only2 Illinois Dept. of Revenue History of CPI's Used for the PTELL 01/31/2024 % Change From December Previous % Use for Years Taxes Year CPI-U December PTELL Comments Levy Year Paid 1991 137.900 -- 1992 141.900 2.9%2.9%1993 1994 1993 145.800 2.7%2.7%(5 % for Cook)1994 1995 1994 149.700 2.7%2.7%1995 1996 1995 153.500 2.5%2.5%1996 1997 1996 158.960 3.6%3.6%1997 1998 1997 161.300 1.5%1.5%1998 1999 1998 163.900 1.6%1.6%1999 2000 1999 168.300 2.7%2.7%2000 2001 2000 174.000 3.4%3.4%2001 2002 2001 176.700 1.6%1.6%2002 2003 2002 180.900 2.4%2.4%2003 2004 2003 184.300 1.9%1.9%2004 2005 2004 190.300 3.3%3.3%2005 2006 2005 196.800 3.4%3.4%2006 2007 2006 201.800 2.5%2.5%2007 2008 2007 210.036 4.08%4.1%2008 2009 2008 210.228 0.1%0.1%2009 2010 2009 215.949 2.7%2.7%2010 2011 2010 219.179 1.5%1.5%2011 2012 2011 225.672 3.0%3.0%2012 2013 2012 229.601 1.7%1.7%2013 2014 2013 233.049 1.5%1.5%2014 2015 2014 234.812 0.8%0.8%2015 2016 2015 236.525 0.7%0.7%2016 2017 2016 241.432 2.1%2.1%2017 2018 2017 246.524 2.1%2.1%2018 2019 2018 251.233 1.9%1.9%2019 2020 2019 256.974 2.3%2.3%2020 2021 2020 260.474 1.4%1.4%2021 2022 2021 278.802 7.0%5.0%2022 2023 2022 296.797 6.5%5.0%2023 2024 2023 306.746 3.4%3.4%2024 2025 Illinois Department of Revenue Property Tax Division 101 West Jefferson Street, MC 3-450 Springfield, Illinois 62702 Telephone: (217) 782-3016 Facsimile: (217) 782-9932 PTELL – CPI for 2024 Extensions - Property Taxes Payable 2025 TO: County Assessors, Clerks and Tax Extenders in Counties Containing Taxing Districts Subject to the Property Tax Extension Limitation Law (PTELL) FROM: Brad Kriener Property Tax Division DATE: 1/12/24 SUBJECT: CPI Change for 2024 Extensions (for property taxes payable in 2025) for Taxing Districts Subject to PTELL The Consumer Price Index (CPI) "cost of living" or inflation percentage to use in computing the 2024 extensions (taxes payable in 2025) under PTELL is 3.4% Section 18-185 of the Property Tax Code defines CPI as "the Consumer Price Index for All Urban Consumers for all items published by the United States Department of Labor." This index is sometimes referred to as CPI-U. Section 18-185 defines "extension limitation" and “debt service extension base” as "...the lesser of 5% or the percentage increase in the Consumer Price Index during the 12-month calendar year preceding the levy year..." (emphasis added). For 2024 extensions (taxes payable in 2025), the CPI to be used for computing the extension limitation and debt service extension base is 3.4%. The CPI is measured from December 2022 to December 2023. The U.S. City Average CPI for December 2022 was 296.797 and 306.746 for December 2023. The CPI change is calculated by subtracting the 2022 CPI from the 2023 CPI. The amount is then divided by the 2022 CPI which results in 3.4% CPI. (306.746 – 296.797)/296.797 = 3.4%. The Statute indicates the lesser of 5% or the actual percentage increase, in this case 3.4% is the lesser amount. Information on PTELL may be accessed through the department’s web site at www.tax.illinois.gov under the "Property Tax" link and the "Property Tax Extension Limitation Law (PTELL)" link under the “General Information and Resources” heading. If you have any questions concerning the change in the consumer price index (CPI), please contact us at REV.PropertyTax@Illinois.gov. Actuarial Valuation City of Yorkville Yorkville Police Pension Fund As of May 1, 2024 For the Year Ending April 30, 2025 SUMMARY OF PRINCIPAL VALUATION RESULTS Contributions..........................................................................................................................................1 Statutory Minimum Funding Cost Elements...........................................................................................1 Funding Policy Actuarially Determined Contribution Cost Elements.....................................................2 Contribution to Avoid Negative Funding................................................................................................2 Financial Thumbnail Ratios.....................................................................................................................2 Plan Maturity Measures.........................................................................................................................3 Participant Data Summary......................................................................................................................3 VALUATION RESULTS Significant Events, Risk Disclosures and Issues Influencing Valuation Results.......................................4 Actuarial Certification.............................................................................................................................8 FINANCIAL AND ACTUARIAL EXHIBITS Exhibit 1 - Statement of Market Assets Available for Benefits..............................................................9 Exhibit 2 - Statement of Changes in Net Assets Available for Benefits..................................................10 Exhibit 3 - Determination of the Actuarial Value of Assets....................................................................11 Exhibit 4 - Determination of Statutory Minimum Required Annual Contribution.................................12 Exhibit 5 - Determination of Funding Policy Annual Contribution.........................................................13 Exhibit 6 - Determination of Contribution Required to Prevent Negative Funding...............................13 Exhibit 7 - Summary of Participant Data as of May 1, 2024...................................................................14 SUMMARY OF PRINCIPAL PLAN PROVISIONS Definitions...............................................................................................................................................15 Pension (3-111).......................................................................................................................................15 Pension to Survivors (3-112)...................................................................................................................16 Disability Pension Line of Duty (3-114.1)................................................................................................17 Disability Pension Not on Duty (3-114.2)...............................................................................................17 Other Provisions......................................................................................................................................17 Glossary of Terms...................................................................................................................................18 SUMMARY OF ACTUARIAL ASSUMPTIONS AND COST METHODS Nature of Actuarial Calculations.............................................................................................................20 Assumptions............................................................................................................................................20 Asset Valuation Methods........................................................................................................................21 Actuarial Cost Methods..........................................................................................................................21 Low-Default-Risk Obligation Measure....................................................................................................22 Table of Contents SECTION 1SECTION 2SECTION 3SECTION 4SECTION 5 CONTRIBUTIONS Current Prior Year Valuation Valuation as of 5/1/2024 as of 5/1/2023 Contribution Required To Prevent Negative Funding $1,287,945 (41.0%) $1,255,842 (41.6%) Actuarially Determined Funding Policy Contribution $1,465,973 (46.7%) $1,386,265 (46.0%) Statutory Minimum Contribution per 40 ILCS 5/3 Section 125 $1,203,324 (38.3%) $1,133,770 (37.6%) Current Prior Year Item Valuation Valuation as of 5/1/2024 as of 5/1/2023 Accrued Liability $ 28,327,590 $ 26,818,436 Market Value of Assets $ 16,897,571 $ 15,011,047 Actuarial (Smoothed) Value of Assets $ 17,378,743 $ 16,068,738 Normal Cost (employer) $ 460,878 $ 428,947 Amortization Amount $ 643,370 $ 611,094 Statutory Minimum Contribution $ 1,203,324 $ 1,133,770 MWM Consulting Group was retained to prepare an actuarial valuation as of May 1, 2024 for the Yorkville Police Pension Fund. The purpose of the actuarial valuation was to determine the financial position and the annual actuarial requirements of the pension fund under Illinois statute 40 ILCS 5/3, Section 125, and to develop a recommended minimum contribution amount. For quick reference, some of the key results of the valuation, along with selected financial and demographic information for the year ending April 30, 2025 are summarized in this overview section along with (for comparison) the results from the prior year. Illinois statutes require employers to contribute at least the amount necessary such that assets will equal at least 90% of the accrued liability by 2040. The minimum amount is determined under the Projected Unit Credit funding method, with smoothed assets, and is equal to the normal cost plus the amortization amount. The absolute minimum statutory contribution is determined and separately provided by the Pension Board. Section 1 - Summary of Principal Valuation Results STATUTORY MINIMUM FUNDING COST ELEMENTS () amounts expressed as a percentage of payroll The plan sponsor must contribute at least the statutorily required minimum contribution under Illinois statutes equal to the normal cost plus the amount necessary to amortize the unfunded accrued liability such that by 2040, the liabilities will be 90% funded. Other contribution amounts are shown including Funding Policy Contribution and the contribution required to prevent negative funding. Item Page 1 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 Accrued Liability Market Value of Assets Actuarial (Smoothed) Value of Assets Normal Cost (employer) Amortization Amount Actuarially Determined Funding Policy Contribution Accrued Liability Market Value of Assets Actuarial (Smoothed) Value of Assets Normal Cost (employer) Amortization Amount Amount of Contribution Needed to Avoid Negative Funding FINANCIAL THUMBNAIL RATIOS Tests Liquidity Ratio (based upon year ended) Coverage Ratio (Market Value Assets) Annual Benefit Payments (expected) Annual Contributions (expected) Members City $ 17,378,743 $ 397,454 $ 952,260 $ 1,465,973 FUNDING POLICY CONTRIBUTION COST ELEMENTS Item The funding policy contribution amount is determined under the Entry Age Normal funding method, with smoothed assets, and is equal to the normal cost plus the amortization amount. 100% of the unfunded liability is amortized as a level percentage of pay on a closed basis over 16 years. Current Valuation as of 5/1/2024 $ 29,391,468 $ 16,897,571 Prior Year Valuation as of 5/1/2023 $ 27,875,658 $ 15,011,047 $ 16,068,738 $ 381,712 $ 894,306 $ 1,386,265 $ 826,484 $ 1,287,945 $ 1,255,842 53.85% $ 1,151,062 $ 1,123,199 $ 29,391,468 $ 27,875,658 The statutory minimum contribution amortization amount is based upon a percentage of increasing payroll and, in the early years of funding, may not be sufficient to cover the interest cost on the unfunded liability. In order to avoid an increase in the unfunded liability (known as negative funding), the minimum amortization amount must be adjusted to be at least equal to the interest on the unfunded liability. The amount shown in the table as “Contribution to Avoid Negative Funding” provides for interest on 100% of the unfunded liability. $ 16,897,571 $ 15,011,047 $ 17,378,743 $ 16,068,738 $ 397,454 $ 381,712 $ 840,891 AMOUNT REQUIRED TO AVOID NEGATIVE FUNDING Item Current Prior Year Valuation Valuation as of 5/1/2024 as of 5/1/2023 This chart summarizes traditional financial ratios as applied to the pension plan. This liquidity ratio relates the cash flow position of the Fund by comparing the investment income plus employer and employee contributions to the annual benefit payments. Maintaining a ratio well above 100% prevents the liquidation of assets to cover benefit payments. The increase in benefits paid over the years is generally a result of the maturing of the pension plan. Coverage of the Accrued Liabilities by the Assets is the Coverage Ratio and is one indication of the long term funding progress of the plan. $ 311,122 $ 298,939 $ 1,465,973 $ 1,386,265 5/1/2024 Valuation 5/1/2023 Valuation 242% 141% 57.49% Page 2 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 PLAN MATURITY MEASURES Tests Ratio of Market Value of Assets to Active Participant Payroll is a measure of volatility risk associated with asset losses Ratio of Accrued Liability to Payroll is a measure of volatility risk associated with changes in assumptions Ratio of retired life Actuarial Accrued Liability to total Actuarial Accrued Liability Percentage of Contributions less Benefit Payments to Market Value of Assets Ratio of Benefit Payments to Contributions Support Ratio: Ratio of Active Participants to Retired Participants Tier 1 Tier 2 Total Tier 1 Tier 2 Total Active Members Vested 12 5 17 12 3 15 Non-Vested 0 16 16 0 18 18 Total Active 12 21 33 12 21 33 Terminated entitled to future benefits 3 3 6 4 4 8 Retired 14 0 14 13 0 13 Surviving Spouse 0 0 0 0 0 0 Minor Dependent 0 0 0 0 0 0 Disabled 0 0 0 0 0 0 Total 29 24 53 29 25 54 0.62 0.64 5/1/2024 Valuation 5/1/2023 Valuation 5.38 4.98 9.36 9.24 as of 5/1/2023as of 5/1/2024 Item This chart includes financial relationship measures which are meant to help understand the risks associated with the plan. The ratio of Market Value of Assets to Active Payroll is measure of volatility risk associated with asset losses. The higher the ratio, the greater the volatility in contribution risks. The Ratio of Accrued Liability to Payroll is a measure of the volatility risk associated with assumption or other changes in liabilities. The higher the ratio, the greater the volatility in contribution risks. The Ratio of retired life actuarial accrued liability to total actuarial accrued liability is a measure of the maturity of the Plan. A mature plan will have a ratio above 60%. The Support Ratio (Actives: Retirees). A number less than 1 indicates a more mature plan. PARTICIPANT DATA SUMMARY The Actuarial Valuation takes into account demographic and benefit information for active employees, vested former employees, and retired pensioners and beneficiaries. The statistics for the past two years are compared in the chart. Prior Year Valuation Valuation 4.71% 5.08% 0.59 0.57 1.65 1.57 Current Year Page 3 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 Gain and Loss Analysis For the year ending 4/30/2024, the fund experienced an investment gain of $409,151 on a Market Value basis as the actual investment return was above the 7.00% assumption in effect from the year. In addition, there was an experience loss on the Actuarial Accrued Liability of $196,027 as the actual liability at 5/1/2024 increased by more than was expected based on the prior year participant census and actuarial valuation results. Change in Assumptions Funded Status The funded ratio measurement presented in the Actuarial Valuation Report for the Fund is the ratio of the actuarial value of fund assets available for benefits compared to the actuarial accrued liability. By monitoring changes in the funding ratio each year, one can determine whether or not funding progress is being made. Please understand that: • The funded ratio measurement is dependent upon the actuarial cost method which, in combination with the plan’s amortization policy, affects the timing and amounts of future contributions. The amounts of future contributions will most certainly differ from those assumed in this report due to future actual experience differing from assumed experience based upon the actuarial assumptions. Attainment of a funded status measurement in the Actuarial Valuation of 90% or 100% is not synonymous with no required future annual contributions. Even if the funded status attained is 100%, the plan would still require future normal cost contributions (i.e., contributions to cover the annual cost of the active membership accruing an additional year of service credit). None SECTION 2 - VALUATION RESULTS Significant Events, Disclosure Risks and Issues Influencing Valuation Results Actuarial valuations are snapshot calculations which incorporate and reflect the experience and events of the past year such as changes in the demographics of the plan participants, gains and losses in the plan assets, changes in actuarial assumptions about future experience and outside influences such as legislation. Some of the more significant issues affecting the Plan’s contribution level are described here. Asset Performance for yearend 4/30/2024 The approximate 9.69% return (not time weighted) on net assets was above the actuarial assumption of 7.00% in effect for the 2023/2024 year. -1.13% 28.01% -4.91%0.57% 9.69% 7.00% -10.00% 0.00% 10.00% 20.00% 30.00% 2020 2021 2022 2023 2024 Historical Rates of Return Rate of Return on Assets Assumed Rate of Return Page 4 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 The employer contribution is expected to be paid according to the funding policy, which exceeds the required statutory minimum amount. An additional funding contribution amount is included which determines the amount necessary to prevent negative funding. Employer Contributions • The funded ratio measurement is a different result depending upon whether the market value of assets or the actuarial value of assets is used. Negative Funding Since the Funding Policy percentage of payroll amortization (end of year) is greater than the negative funding amount, at this point, the dollar value of the interest on the unfunded liability is covered. Assuming the Funding Policy Contributions are received (and the actuarial assumptions are met) each year through 2040, the Fund’s funded ratio is projected to increase to 100% by 2040. If only the Minimum Statutory contributions are made, the Fund’s funded ratio would be projected to increase to 90% by 2040 and would require steeper contributions in years closer to 2040. The ability of the fund to reach 100% is heavily dependent on the City contributing the Funding Policy Employer Contribution each and every year. Actuarial standards do not require the actuary to evaluate the ability of the City or other contributing entity to make such required contributions to the Fund when due. Such an evaluation is not within the actuary’s domain of expertise. Consequently, the actuary performed no such evaluation. The articulated Funding Policy amortizes 100% the unfunded amount based upon a level percentage of pay. The statutory funding required amortization method develops dollar amounts which also increase as payroll increases. The dollar amounts towards the end of the closed amortization period are necessarily much larger, and if payroll does not increase as expected, the amortization amount can dramatically increase the contribution as a percentage of payroll. 0.00% 25.00% 50.00% 75.00% 100.00% 2020 2021 2022 2023 2024 Funded Percentages Funded Ratios - Market Assets Funded Ratios - Smoothed Assets Page 5 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 Item 5/1/2024 Valuation Low-Default-Risk Obligation $ 36,659,675 Actuarial Accrued Liability $ 29,391,468 The Low-Default-Risk Obligation Measure (LDROM) represents what the funding liability would be if the plan invested its assets solely in a portfolio of high-quality bonds whose cash flows approximately match future benefit payments. Consequently, the difference between the plan’s Actuarial Accrued Liability and the LDROM can be thought of as representing the expected taxpayer savings from investing in the plan’s diversified portfolio compared to investing only in high-quality bonds. The LDROM helps understand the cost of investing in an all-bond portfolio and significantly lowering expected long-term investment returns. The funded status and Actuarially Determined Contributions are determined using the expected return on assets which reflects the actual investment portfolio. Benefit security for members of the plan relies on a combination of the assets in the plan, the investment returns generated on those assets, and the promise of future contributions from the plan sponsors. Low-Default-Risk Obligation Measure The pension plan invests in a diversified portfolio with the objective of maximizing investment returns at a reasonable level of risk. The potential for investment returns to be different than expected is a key risk for the plan. Reducing the plan’s investment risk by investing solely in bonds, however, would also likely reduce the plan’s investment returns thereby increasing the amount of contributions needed over the long term. Pension Valuations and Risks Actuarial Standards of Practice (ASOP No. 51), states that the actuary should identify risks that, in the actuary’s professional judgment, may reasonably be anticipated to significantly affect future financial condition. Actuarial valuation results are developed based upon a single set of assumptions and a “snapshot” of the participant census and financial data as of the valuation date. The actuarial valuation represents an estimated forecast. The actual cost will be determined by the benefits and expenses paid, as they develop through the future experience of the participants and invested assets. There is a risk that emerging results may differ significantly as actual experience proves to be different from what is projected based on the current assumptions. MWM has not been engaged to perform a detailed analysis of the potential range of the impact of risks relative to the Fund’s future financial condition but included below is a description of some of the funding related risks that could significantly affect the Fund. • Investment Risk – Investment performance may create volatility in the funded status as well as future contributions. A gain or loss in asset value would directly affect the unfunded liability shortfall and funded status, either positively or negatively, depending upon whether the change is a gain or loss. • Longevity and Demographic Risk – Longevity and other demographic risks are the possibility that actual demographic experience differs from the actuarial assumptions. For example, if participants live longer than projected by the mortality assumption, it will create an actuarial experience loss and increase liability. Page 6 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 MWM valuation results are developed using actuarial modeling software named “ProVal” which is licensed from Winklevoss technologies. This software is widely considered to be the premier actuarial valuation software and is licensed by many of the largest actuarial firms. The actuarial valuation model generates a comprehensive set of liability and cost calculations that are presented to meet regulatory, legislative and client requirements. The actuarial team programs the assumptions and the plan provisions, validates the models, and reviews test lives and results. Since the assets are not invested in an all-bond portfolio, the LDROM does not indicate the funding status or progress, nor provide information on necessary plan contributions or the security of participant benefits. The difference between the plan’s Actuarial Accrued Liability and the LDROM can be thought of as representing the expected taxpayer savings from investing in the plan’s diversified portfolio compared to investing only in high- quality bonds. Valuation Model Page 7 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 ACTUARIAL CERTIFICATION MWM CONSULTING GROUP Kathleen E Manning, FSA, EA, FCA, MAAA Kyle Bang, FSA, EA, FCA, MAAA Date Managing Principal & Consulting Actuary Consulting Actuary The results shown in this report have been calculated under the supervisions of a qualified Actuary as defined in appropriate State statutes. All results are based upon demographic data submitted by the Fund / City, financial data submitted by the Fund, applications of actuarial assumptions, and generally accepted actuarial methods. This valuation report has been prepared at the request of City of Yorkville to assist in administering the Plan and meeting specified financial and accounting requirements. This valuation report may not otherwise be copied or reproduced in any form without the consent of the Fund sponsor and may only be provided to other parties in its entirety. The information and valuation results shown in this report are prepared with reliance upon information and data provided to us, which we believe to the best of our knowledge to be complete and accurate and include: • Employee census data submitted by the City of Yorkville. This data was not audited by us but appears to be consistent with prior information, and sufficient and reliable for purposes of this report. We believe the assumptions and methods used are within the range of possible assumptions that are reasonable and appropriate for the purposes for which they have been used. In our opinion, all methods, assumptions and calculations are in accordance with requirements and the procedures followed and presentation of results are in conformity with generally accepted actuarial principles and practices. The undersigned actuaries meet the Qualification Standards of the American Academy of Actuaries to render the actuarial opinions contained herein. There is no relationship between the City of Yorkville and MWM Consulting Group that impacts our objectivity. I certify that the results presented in this report are accurate and correct to the best of my knowledge. This is to certify that MWM Consulting Group has prepared an Actuarial Valuation of the Plan as of May 1, 2024 for the purposes of determining statutory contribution requirements for the Fund in accordance with the requirements of 40 ILCS 5/3, Section 125, of determining the funding policy contribution amount (the Actuarially Determined Contribution), under the assumptions detailed in this report. The absolute minimum statutory contribution is determined and separately provided by the Pension Board. The funding policy is selected by the City. The contributions determined are net of contributions made by active member police officers during the year. The measurements shown in this actuarial valuation may not be applicable for other purposes. Actuarial valuations involve calculations that require assumptions about future events. Certain of the assumptions or methods are mandated for specific purposes. Future actuarial measurements may differ significantly from the current measurements presented in the report due to such factors as experience that deviates from the assumptions, changes in assumptions, increases or decreases expected as part of the natural operation of the methodology used for these measurements (such as the end of an amortization period, or additional cost or contributions based on the Plan’s funded status) and changes in plan provisions or applicable law. This report does not include an analysis of the potential range of such future measurements. • Financial data submitted by the City of Yorkville. Page 8 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 Exhibit 1 - Statement of Market Value of Assets 4/30/2024 4/30/2023 1. Investments at Fair Value : a. Cash and Cash Equivalents $ 51,183 $ 122,680 b. Money Market Mutual Funds 0 1,875,442 c. Municipal and Corporate Bonds 0 0 d. Certificates of Deposit 0 0 e. US Government and Agency Bonds 0 0 f. Common and Preferred Stocks 0 0 g. Mutual Funds 0 0 h. Pooled Investment Accounts 16,846,388 13,010,562 i. Accrued Interest and Receivables 0 0 j. Other 0 2,363 k. Subtotal Assets (a + b + c + d + e + f + g + h + i + j) $ 16,897,571 $ 15,011,047 2. Liabilities: a. Expenses Payable $ 0 $ 0 b. Liability for benefits due and unpaid 0 0 c. Other Liabilities 0 0 d. Total Liabilities $ 0 $ 0 3. Net Market Value of Assets Available for Benefits: (1k – 2d) $ 16,897,571 $ 15,011,047 Item Plan Year Ending SECTION 3 - FINANCIAL AND ACTUARIAL EXHIBITS Page 9 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 4/30/2024 4/30/2023 Additions Contributions Employer $ 1,378,837 $ 1,334,771 Plan Member 362,223 381,767 Other 0 0 Total Contributions $ 1,741,060 $ 1,716,538 Investment Income Realized and Unrealized Gains/(Losses) $ 0 $ (300,567) Interest 34,160 76,847 Dividends 0 81,607 Income from Investment Pools 1,450,787 259,113 Other Income 50 0 Investment Expenses (10,647) (33,837) Net Investment Income 1,474,350 83,163 Total additions $ 3,215,410 $ 1,799,701 Deductions Benefits $ 1,033,605 $ 981,342 Refunds and Transfers 276,529 263,705 Administrative Expenses 18,752 26,932 Total deductions $ 1,328,886 $ 1,271,979 Total increase (decrease) $ 1,886,524 $ 527,722 Net Market Value of Assets Available for Benefits: Beginning of year $ 15,011,047 $ 14,483,325 End of year $ 16,897,571 $ 15,011,047 Item Plan Year Ending Exhibit 2 - Statement of Change in Net Assets Page 10 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 1. Expected Return on Assets a. Market Value of Assets as of Beginning of Year 15,011,047$ b. Income and Disbursements During the year i. Contributions Received (weighted 50%) 870,530$ ii. Benefit Payments and Expenses (weighted 50%) 664,443 iii. Weighted net income (other than investment income) (i) – (ii) 206,087 c. Market Value adjusted for income and disbursements 15,217,134$ d. Expected Return on Assets at assumed rate of 7.00% 1,065,199$ 2. Actual Return on Assets for year a. Market Value of Assets (Beginning of Year) 15,011,047$ b. Income (less investment income) 1,741,060 c. Disbursements 1,328,886 d. Market Value of Assets (End of Year) 16,897,571 e. Actual Return on Assets (d) – (a) – (b) + (c) 1,474,350 f. Investment Gain/(Loss) for year: 2(e) - 1(d) 409,151$ 3. Actuarial Value of Assets a. Market Value of Assets as of End of Year 16,897,571$ b. Deferred Investment gains/(losses) i. 80% of 2024 gain of $409,151 (327,321) ii. 60% of 2023 loss of $(946,229) 567,737 iii. 40% of 2022 loss of $(1,773,822) 709,529 iv. 20% of 2021 gain of $2,343,866 (468,773) v. Total 481,172 c. Actuarial Value of Assets for statutory funding 3(a) + 3(b)(v) 17,378,743$ The chart below shows the comparison of smoothed to market assets over the past five years Under 40 ILCS 5/3,the statutory minimum required contribution is to be determined based upon Actuarial Value of Assets, which are asset values which have been smoothed over a five-year period, beginning with the year 2011. The Actuarial Value of Assets has been calculated below based upon the market value of assets at May 1, 2024 with adjustments for the preceding year’s gains/losses, which are reflected at the rate of 20% per year. Exhibit 3 - Actuarial Value of Assets $10,000,000 $12,000,000 $14,000,000 $16,000,000 $18,000,000 2020 2021 2022 2023 2024 Smoothed vs Market Assets Market Value of Assets Actuarial (Smoothed) Value of Assets Page 11 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 Present Value of Benefits as of 5/1/2024 Projected Unit Credit (PUC) Normal Cost as of 5/1/2024 PUC Actuarial Accrued Liability as of 5/1/2024 1. Active Officers: a) Normal & Early Retirement 15,634,064$ 596,124$ 8,442,935$ b) Vested Withdrawal 1,083,538 67,232 684,356 c) Pre-Retirement Death 168,478 9,700 96,991 d) Disability 1,723,488 98,944 934,559 e) Total Active Police Officers 18,609,568$ 772,000$ 10,158,841$ 2. Inactive Police Officers and Survivors: a) Normal Retirees 17,627,145$ 17,627,145$ b) Widows (survivors) 0 0 c) Deferred Vested 541,604 541,604 d) Disabled 0 0 e) Total - Nonactive 18,168,749$ 18,168,749$ 3. Total – All 36,778,317$ 28,327,590$ Amount 3,139,472$ 460,878 311,122 28,327,590 25,494,831 17,378,743 8,116,088 643,370 99,076 $1,203,324 (38.3%) *() amount as a percent of payroll 10. Minimum statutory tax levy contribution per 40 ILCS 5/3 – (2) + (8) + (9) Under 40 ILCS 5/3,the statutory minimum required contribution is to be determined based upon the Projected Unit Credit actuarial funding method, where the unfunded liability is amortized such that 90% of the liability will be funded as of 2040. Under the statute, 90% of the unfunded liability is to be amortized as a level percentage of payroll over the period through 2040. The mandated funding method, the Projected Unit Credit funding method, requires the annual cost of the plan to be developed in two parts: that attributable to benefits allocated to the current year (the normal cost); and that allocated to benefits attributable to prior service (the accrued liability). In accordance with legislation enacted in 2020, the statutory minimum contribution for tax levy purposes as calculated and provided by the Pension Board will be the absolute minimum contribution amount. The calculation below is provided based upon the statutory requirements for the minimum and the assumptions summarized in Section 5 of this report. Funding Elements for 40 ILCS 5/3 Minimum Statutory Contribution under 40 ILCS 5/3 Item 1. Annual Payroll 2. Normal Cost (net of employee/member contributions) 3. Employee Contributions (expected) 4. Funding Actuarial Liability 5. 90% of Funding Actuarial Liability Exhibit 4 - Determination of the Statutory Minimum Required Contribution 6. Actuarial Value of Assets (Exhibit 3) 7. Unfunded Actuarial Balance 8. Amortization of Unfunded Balance over 16 years as a level percentage of payroll 9. Interest on (2), (3) and (8) Page 12 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 Present Value of Benefits as of 5/1/2024 Entry Age Normal Cost as of 5/1/2024 Entry Age Accrued Liability as of 5/1/2024 1. Active Officers: a) Normal & Early Retirement 15,634,064$ 523,435$ 10,232,148$ b) Vested Withdrawal 1,083,538 69,033 338,197 c) Pre-Retirement Death 168,478 9,994 62,362 d) Disability 1,723,488 106,114 590,012 e) Total Active Police Officers 18,609,568$ 708,576$ 11,222,719$ 2. Inactive Police Officers and Survivors: a) Normal Retirees 17,627,145$ 17,627,145$ b) Widows (survivors) 0 0 c) Deferred Vested 541,604 541,604 d) Disabled 0 0 e) Total - Nonactive 18,168,749$ 18,168,749$ 3. Total – All 36,778,317$ 29,391,468$ Amount 397,454$ 311,122 29,391,468 29,391,468 17,378,743 12,012,725 952,260 116,259 $1,465,973 (46.7%) Amount 397,454$ 311,122 29,391,468 17,378,743 12,012,725 840,891 49,600 $1,287,945 (41.0%) Exhibit 5 - Determination of the Funding Policy Contribution Funding Elements for Funding Policy Contribution The Tax Levy amount based upon the articulated funding policy is the actuarially determined contribution, rather than the amount determined as the minimum under 40 ILCS 5/3. The funding policy contribution is developed below, based upon the Entry Age Normal Funding Method, with 100% of the unfunded accrued liability amortized as a level percentage of payroll over the 16 years through FYE 2040. The contribution is then the sum of the Normal Cost (developed under the entry age method,) plus the amortization payment. Also shown is the contribution amount necessary to prevent negative funding. 1. Normal Cost (net of employee/member contributions) Actuarially Determined Funding Policy Contribution for Tax Levy Item 6. Unfunded Actuarial Balance 7. Amortization of Unfunded Balance over 16 years as a level percentage of payroll 8. Interest on (1), (2) and (7) 9. Actuarially Determined Funding Policy Contribution for Tax Levy (1) + (7) + (8) 2. Employee Contributions (expected) 3. Funding Actuarial Liability 4. 100% of Funding Actuarial Liability 5. Actuarial Value of Assets (Exhibit 3) Exhibit 6 - Contribution Necessary to Prevent Negative Funding Item 1. Normal Cost (net of employee/member contributions) 2. Employee Contributions (expected) 3. 100% of Funding Actuarial Liability 4. Actuarial Value of Assets (Exhibit 3) 5. Unfunded Actuarial Balance 6. Interest on Unfunded Liability 7. Interest on (1), (2) 8. Contribution Necessary to Prevent Negative Funding (1) + (6) + (7) Page 13 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 Tier 1 Tier 2 Total 12 5 17 0 16 16 12 21 33 3 3 6 14 0 14 0 0 0 0 0 0 0 0 0 29 24 53 0 - 4 5 - 9 10 - 14 15 - 19 20 - 24 25 - 29 30 - 34 35 - 39 40+ Under 20 0 20 - 24 3 3 25 - 29 4 1 5 30 - 34 4 1 1 6 35 - 39 1 1 2 1 5 40 - 44 6 6 45 - 49 2 2 3 7 50 - 54 0 55 - 59 1 1 60 - 64 0 65 & Over 0 Total 13 3 5 9 3 0 0 0 0 33 Average Length of Service: Participant Data Exhibit 7 - Summary of Participant Data as of May 1, 2024 37.4 years 10.2 years Active Employee Participants AGE AND SERVICE DISTRIBUTION AS OF MAY 1, 2024 Average Age: Age Group Service Total Item As of 5/1/2024 Active Members Total Actives Retired Members Minor Dependents Disabled Participants Total Vested Non-Vested Terminated Members entitled to future benefits Surviving Spouses Page 14 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 SECTION 4 - SUMMARY OF PRINCIPAL PLAN PROVISIONS This summary provides a general description of the major eligibility and benefit provisions of the pension fund upon which this valuation has been based. It is not intended to be, nor should it be interpreted as, a complete statement of all provisions Definitions Tier 1 – For Police Officers first entering Article 3 prior to January 1, 2011 Tier 2 – For Police Officers first entering Article 3 after December 31, 2010 Police Officer (3-106): Any person appointed to the police force and sworn and commissioned to perform police duties. Persons excluded from Fund (3-109): Part-time officers, special police officer, night watchmen, traffic guards, clerks and civilian employees of the department. Also, police officers who fail to pay the required fund contributions or who elect the Self-Managed Plan option. Creditable Service (3-110): Time served by a police officer, excluding furloughs in excess of 30 days, but including leaves of absences for illness or accident and periods of disability where no disability pension payments have been received and also including up to 3 years during which disability payments have been received provided contributions are made. Pension (3-111) Normal Pension Age Tier 1 - Age 50 with 20 or more years of creditable service. Tier 2 - Age 55 with 10 or more years of creditable service. Normal Pension Amount Tier 1 - 50% of the greater of the annual salary held in the year preceding retirement or the annual salary held on the last day of service, plus 2½% of such annual salary for service from 20 to 30 year (maximum 25%)]. Tier 2 - 2½% of Final Average salary for each year of service. Final Average Salary is based on the highest consecutive 48 months of the final 60 months of service. Early Retirement at age 50 with 10 or more years of service but with a penalty of ½% for each month prior to age 55. Annual Salary capped at $106,800 increased yearly by the lesser of the Consumer Price Index- Urban (CPI-U) or 3%. The Salary cap for valuations beginning in 2024 is $138,093. Minimum Monthly Benefit: $1,000 Maximum Benefit Percentage: 75% of salary Page 15 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 Termination Retirement Pension Tier 1 - Separation of service prior to meeting retirement eligibility after completion of at least 8 years of creditable service. Tier 2 - Separation of service prior to meeting retirement eligibility after completion of at least 10 years of creditable service. Termination Pension Amount Tier 1 - Commencing at age 60 (or age 50 if at least 20 years of creditable service at termination), 2½% of annual salary held on the last day of service times years of creditable service. Tier 2 - Commencing at age 55 (or age 50 but with a penalty of ½% for each month prior to age 55), 2½% of Final Average Salary for each year of service. Final Average Salary is based on the highest consecutive 48 months of the final 60 months of service. Pension Increase Non-Disabled Tier 1 - 3% increase of the original pension amount after attainment of age 55 for each year elapsed since retirement, followed by an additional 3% of the original pension amount on each January 1 thereafter. Effective July 1, 1993, 3% of the amount of pension payable at the time of the increase including increases previously granted, rather than 3% of the originally granted pension amount. Tier 2 - The lesser of ½ of the Consumer Price Index-Urban (CPI-U) or 3% increase of the original pension amount after attainment of age 60 and an additional such increase of the original pension amount on each January 1 thereafter. Disabled 3% increase of the original pension amount after attainment of age 60 for each year he or she received pension payments, followed by an additional 3% of the original pension amount in each January 1 thereafter. Pension to Survivors (3-112 ) Death of Retired Member Tier 1 - 100% of pension amount to surviving spouse (or dependent children). Tier 2 -66 2/3% of pension amount to surviving spouse (or dependent children), subject to the following increase: The lesser of ½ of the Consumer Price Index-Urban (CPI-U) or 3% increase of the original pension amount after attainment of age 60 and an additional such increase of the original pension amount on each January 1 thereafter. Death While in Service (Not in line of duty) With 20 years of creditable service, the pension amount earned as of the date of death. With less than 20 years of creditable service, 50% of the salary attached to the rank for the year prior to the date of death. Page 16 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 Death in Line of Duty 100% of the salary attached to the rank for the last day of service year prior to date of death. Minimum Survivor Pension $1,000 per month to all surviving spouses. Disability Pension - Line of Duty (3-114.1) Eligibility Suspension or retirement from police service due to sickness, accident or injury while on duty. Pension Greater of 65% of salary attached to rank at date of suspension or retirement and the retirement pension available. Minimum $1,000 per month. Disability Pension - Not on Duty (3-114.2) Eligibility Suspension or retirement from police service for any cause other than while on duty. Pension 50% of salary attached to rank at date of suspension or retirement. Minimum $1,000 per month. Other Provisions Refund (3-124) At termination with less than 20 years of service, contributions are refunded upon request. Contributions by Police Officers (3-125.1) Beginning May 1, 2001, 9.91% of salary including longevity, but excluding overtime pay, holiday pay, bonus pay, merit pay or other cash benefit. Page 17 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 GLOSSARY Actuarial Accrued Liability See Entry Age Normal Cost Method and Projected Unit Credit Cost Method. Actuarial Assumptions The economic and demographic predictions used to estimate the present value of the plan’s future obligations. They include estimates of investment earnings, salary increases, mortality, withdrawal and other related items. The Actuarial Assumptions are used in connection with the Actuarial Cost Method to allocate plan costs over the working lifetimes of plan participants. Actuarial Cost Method The method used to allocate the projected obligations of the plan over the working lifetimes of the plan participants. Also referred to as an Actuarial Funding Method. Actuarial Funding Method See Actuarial Cost Method Actuarial Gain (Loss) The excess of the actual Unfunded Actuarial Accrued Liability over the expected Unfunded Actuarial Accrued Liability represents an Actuarial Loss.If the expected Unfunded Actuarial Accrued Liability is greater, an Actuarial Gain has occurred. Actuarial Present Value The value of an amount or series of amounts payable or receivable at various times, determined as of a given date by the application of a particular set of Actuarial Assumptions . Actuarial Value of Assets The asset value derived by using the plan’s Asset Valuation Method. Asset Valuation Method A valuation method designed to smooth random fluctuations in asset values. The objective underlying the use of an asset valuation method is to provide for the long-term stability of employer contributions. Employee Retirement Income Security Act of 1974 (ERISA) The primary federal legislative act establishing funding, participation, vesting, benefit accrual, reporting, and disclosure standards for pension and welfare plans. Entry Age Normal Cost Method One of the standard actuarial funding methods in which the Present Value of Projected Plan Benefits of each individual included in the Actuarial Valuation is allocated on a level basis over the earnings of the individual between entry age and assumed exit age(s). The portion of this Actuarial Present Value allocated to a valuation year is called the Normal Cost . The portion of this Actuarial Present Value not provided for at a valuation date by the Actuarial Present Value of future Normal Costs is called the Actuarial Accrued Liability . Page 18 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 GLOSSARY (Continued) Normal Cost The portion of the Present Value of Projected Plan Benefits that is allocated to a particular plan year by the Actuarial Cost Method . See Entry Age Normal Cost Method for a description of the Normal Cost under the Entry Age Normal Cost Method.See Projected Unit Credit Cost Method for a description of the Normal Cost under the Projected Unit Credit Cost Method. Present Value of Future Normal Costs The present value of future normal costs determined based on the Actuarial Cost Method for the plan. Under the Entry Age Normal Cost Method , this amount is equal to the excess of the Present Value of Projected Plan Benefits over the sum of the Actuarial Value of Assets and Unfunded Actuarial Accrued Liability. Present Value of Projected Plan Benefits The present value of future plan benefits reflecting projected credited service and salaries. The present value is determined based on the plan’s actuarial assumptions. Projected Unit Credit Cost Method One of the standard actuarial funding methods in which the Present Value of Projected Plan Benefits of each individual included in the Actuarial Valuation is allocated by a consistent formula to valuation years. The Actuarial Present Value allocated to a valuation year is called the Normal Cost . The Actuarial Present Value of benefits allocated to all periods prior to a valuation year is called the Actuarial Accrued Liability . Unfunded Actuarial Accrued Liability The excess of the Actuarial Accrued Liability over the Actuarial Value of Assets. Page 19 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 Mortality Retirement Tier 1 Age Age Age Age 50 20.00%61 25.00%50 20.00%61 25.00% 51 20.00%62 25.00%51 20.00%62 25.00% 52 20.00%63 33.00%52 20.00%63 33.00% 53 20.00%64 40.00%53 20.00%64 40.00% 54 20.00%65 100%54 20.00%65 100% 55 25.00%66 100%55 25.00%66 100% 56 25.00%67 100%56 25.00%67 100% 57 25.00%68 100%57 25.00%68 100% 58 25.00%69 100%58 25.00%69 100% 59 25.00%70 100%59 25.00%70 100% 60 25.00%60 25.00% Tier 2 Age Age Age Age 50 5.00%61 25.00%50 5.00%61 25.00% 51 5.00%62 25.00%51 5.00%62 25.00% 52 5.00%63 33.00%52 5.00%63 33.00% 53 5.00%64 40.00%53 5.00%64 40.00% 54 5.00%65 100%54 5.00%65 100% 55 40.00%66 100%55 40.00%66 100% 56 25.00%67 100%56 25.00%67 100% 57 25.00%68 100%57 25.00%68 100% 58 25.00%69 100%58 25.00%69 100% 59 25.00%70 100%59 25.00%70 100% 60 25.00%60 25.00% SECTION 5 - SUMMARY OF ACTUARIAL ASSUMPTIONS AND COST METHODS Annual Actuarial Valuation Funding Policy Amount for Tax Levy Annual Actuarial Valuation Statutory Minimum Actuarial Assumption Interest 7.00% per annum 7.00% per annum The results documented in this report are estimates based on data that may be imperfect and on assumptions about future events, some of which are mandated assumptions. Certain provisions may be approximated or deemed immaterial and therefore are not valued. Assumptions may be made about participant data or other factors. A range of results, different from those presented in this report could be considered reasonable. The numbers are not rounded, but this is for convenience and should not imply precisions, which is not inherent in actuarial calculations. Nature of Actuarial Calculations PubS-2010 base rates projected generationally with Scale MP2021. Rates (probability of death at each age) have been adjusted by a factor of 1.15 for healthy male retirees and female surviving spouses. Rates have been adjusted by a factor of 1.08 for disabled male retirees. PubS-2010 base rates projected generationally with Scale MP2021. Rates (probability of death at each age) have been adjusted by a factor of 1.15 for healthy male retirees and female surviving spouses. Rates have been adjusted by a factor of 1.08 for disabled male retirees. Rates of retirement for all ages are: Rates of retirement for all ages are: Tier 1 Tier 2 Page 20 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 Withdrawal 0 13.00% 0 13.00% 5 4.50% 5 4.50% 10 2.25% 10 2.25% 15 1.25% 15 1.25% 20 1.25% 20 1.25% Disability Age Age 25 0.03% 25 0.03% 40 0.40% 40 0.40% 50 0.68% 50 0.68% 55 0.86% 55 0.86% Salary Increase Actuarial Assumption Item Annual Actuarial Valuation Statutory Minimum Annual Actuarial Valuation Funding Policy Amount for Tax Levy Years of Service Years of Service This method projects benefits from entry age to retirement age and attributes costs over total service, as a level percentage of pay. Amounts attributable to past service have been amortized over 16 years on a closed basis as a level percentage of pay. Assets are valued at fair market value and smoothed over five years, reflecting gains and losses at 20% per year. Projected Unit Credit Cost Method 80% are married, females are assumed to be 3 years younger 80% are married, females are assumed to be 3 years younger Rates of disability are based upon age only. Sample rates for selected ages are: Payroll Growth Rates of disability are based upon age only. Sample rates for selected ages are: Rates of termination are based upon service. Sample rates for selected years of service are: Rates of termination are based upon service. Sample rates for selected years of service are: Entry Age Normal Cost Method Percentage Married Asset Valuation Method Actuarial Cost Methods This is the mandated actuarial method to be used in determining the statutory contribution requirements and under PA 096-1495. This method determines the present value of projected benefits and prorates the projected benefit by service to date to determine the accrued liability. Amounts attributable to past service are amortized as a level percentage of pay with the goal of reaching 90% of the accrued liability by 2040. 60% of disabilities are assumed to occur in the line of duty 60% of disabilities are assumed to occur in the line of duty Assets are valued at fair market value and smoothed over five years, reflecting gains and losses at 20% per year. 3.50% per annum 3.50% per annum Graded by service (11.00% initially to ultimate rate of 3.50%) Graded by service (11.00% initially to ultimate rate of 3.50%) Page 21 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 Other Assumptions All other actuarial assumptions are identical to those used in calculating the Actuarial Accrued Liability for the Funding Policy contribution amount. Actuarial Assumption Low-Default-Risk Obligation Measure Interest The discount rate used for the Low-Default-Risk Obligation Measure (LDROM) is 5.55%. This is the single equivalent rate produced when discounting the expected future benefit payments to plan participants using yields derived from investment grade bonds as published in the FTSE Pension Discount Curve as of April 30, 2024. Actuarial Cost Method Entry Age Normal Cost Method Page 22 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2024 Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Planning and Zoning Commission #1 Tracking Number PZC 2024-01 & EDC 2024-53 Yorkville Renewables Solar (Nexamp) - (Rezone, Special Use, and Variance) City Council – October 8, 2024 Requested Rezoning, Special Use, and Variance approval for a proposed alternative energy system or “solar farm”. Rezoning – 2/3 Majority of the Alderman (6 out of 8) Special Use – Supermajority (6 out of 9) Variance – Majority Approval Sara Mendez Community Development Name Department CC – 9/24/24 This agenda item moved forward to the 9/24/24 City Council meeting but was tabled to 10/8/24. PZC 2024-01 & EDC 2024-53 1 BACKGROUND AND PROJECT DESCRIPTION: The applicant, Daniel Kramer on behalf of Nexamp dba Yorkville Renewables, LLC, contract leasee, is requesting rezoning, special use, and variance permit approval to construct a 5-megawatt (MW) freestanding community solar facility. The proposed 23-acre solar farm will be situated on approximately 73.5 acres of existing farmland parcel located near the southwest corner of Galena Road and Route 47 within the former East Westbury Village Planned Unit Development (PUD) in parcels (#02-05-400-005 and #02-08-200-030). A Memorandum of Understanding with the successor property owners of the East Village of Westbury development was executed to repeal the land plan and obligations of the PUD on May 28, 2024 (Ordinance 2024-05). The property is currently utilized for farming and the owners of the real property are Daniel A and Charene S Nagel. The petitioner is also requesting to rezone the parcel from the current R-2 Single-Family Traditional Residence District to the A-1 Agricultural District. Lastly, the petitioner is requesting a variance to Section 10-4-13 of the City’s Unified Development Ordinance to decrease the minimum interior side yard setbacks from one hundred (100) feet to fifty (50) feet. Memorandum To: City Council From: Sara Mendez, Planner I CC: Bart Olson, City Administrator Krysti Barksdale-Noble, Community Development Director Date: September 17, 2024 Subject: PZC 2024-01 Yorkville Renewables/Nexamp – Solar Farm (Rezone, Special Use, and Variance) 2 PLANNING AND ZONING COMMISSION COMMENTS: At the September 11, 2024, Planning and Zoning Commission meeting, the applicant, Nexamp dba Yorkville Renewables, LLC, clarified the details of their requested bulk and dimensional variance. Specifically, they are seeking a variance to Section 10-4-13 of the City’s Unified Development Ordinance to reduce the minimum interior side yard setbacks from the required one hundred (100) feet to fifty (50) feet. This clarification corrects the original Planning and Zoning Commission memo, which updated the previously requested reduction of the setback from fifty (50) feet to eight (8) feet. The original petition, submitted before the adoption of the Unified Development Ordinance, had already undergone a previous Plan Council meeting and, at that time, met the standards of the previous zoning ordinance regarding setbacks. The petitioner is now requesting to retain these original standards. REZONING, SPECIAL USE, & VARIANCE REQUEST: The Planning and Zoning Commission held a public hearing for the rezoning and special use request for a solar farm on September 11, 2024. The commission made the following actions on the motions below: REZONING In consideration of testimony presented during a Public Hearing on September 11, 2024 and discussion of the findings of fact, the Planning and Zoning Commission recommends approval to the City Council a request for rezoning from R-2 Single-Family Traditional Residence District to A-1 Agricultural District for the purpose of constructing a freestanding solar energy system, or solar farm, located immediately south of IL Route 47 (N Bridge Street) and west of Galena Road. Action Item: Forristall-aye, Hyett-aye, Millen-aye, Vinyard-aye, Williams-aye. 5 ayes; 0 nay SPECIAL USE In consideration of testimony presented during a Public Hearing on September 11, 2024 and discussion of the findings of fact, the Planning and Zoning Commission recommends approval to the City Council a request for Special Use authorization to construct a freestanding solar energy system, or solar farm, as depicted in plans prepared by Atwell and submitted by Nexamp dated last revised 8/15/24 for approximately 23 acres located immediately south of IL Route 47 (N Bridge Street) and west of Galena Road, subject to staff recommendations in a memo dated September 4, 2024. Action Item: Forristall-aye, Hyett-aye, Millen-aye, Vinyard-aye, Williams-aye. 5 ayes; 0 nay VARIANCE In consideration of testimony presented during a Public Hearing on September 11, 2024 and discussion of the findings of fact, the Planning and Zoning Commission recommends approval to the City Council for a request for bulk regulation variance to Section 10-4-13.B.8.b of the Unified Development Ordinance, reducing the north, west, and south property lines setback from 100 feet to 50 feet. Action Item: Forristall-aye, Hyett-aye, Millen-aye, Vinyard-aye, Williams-aye. 5 ayes; 0 nay 3 ATTACHMENTS: 1) Property Aerial dated 03/13/22, as prepared by Nexamp 2) Legal Description dated August 15, 2022, as prepared by Atwell Group 3) Glare Study dated Aug. 18, 2022, prepared by Forge Solar 4) Vegetation Management Plan for Solar Sites Utilizing Native Vegetation, as prepared by Natural Resource Services 5) Electrical Diagram dated 01/10/2021, as submitted by Nexamp 6) Manufactures Cut Sheets, as submitted by Nexamp 7) Interconnection Agreement with ComEd 8) Application for Rezoning, as prepared by Yorkville Renewables, LLC 9) Application for Special Use, as prepared by Yorkville Renewables, LLC 10) List of Property Owners within 500 feet of subject parcel 11) Copy of Memorandum of Understanding Regarding the Repeal of the Planned Unit Development Agreement for the East Village of Westbury, as executed by Daniel A. and Charene S. Nagel. 12) Application for Variance, as prepared by 126612 Corneils Road Solar, LLC 13) Yorkville Renewables, LLC Response Letter, dated June 13, 2024 14) Rendering, dated June 13, 2024 15) Plan Council Packet (07-25-2024) 16) Public Hearing Notices 17) Response Letter to EEI, dated August 15, 2024 18) Final Site Plans, dated August 15, 2024 19) Truck Turn Analysis Construction/Delivery Traffic, dated August 15, 2024 20) Stormwater/Drainage Memorandum, dated August 16, 2024 21) Culvert Computations, dated August 16, 2024 22) Engineer’s Opinion of Probable Decommissioning Cost for Yorkville Solar, dated August 15, 2024 23) EEI Comments, dated October 19, 2023 24) EEI Comments, dated July 10, 2024 25) EEI Comments, dated August 27, 2024 26) Conditional Use Permit Narrative, dated June 14, 2024 27) Kendall County Highway Department Access Approval Email, dated November 9, 2022 Ordinance No. 2024-____ Page 1 Ordinance No. 2024-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, APPROVING THE REZONING TO THE A-1 AGRICULTURAL ZONING DISTRICT OF CERTAIN TERRITORY GENERALLY LOCATED AT THE SOUTHWEST CORNER OF GALENA ROAD AND ROUTE 47 WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing non-home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and WHEREAS, Nexamp d/b/a Yorkville Renewables, LLC, an Illinois limited liability company (“Applicant”), is leasing approximately 23 acres for the proposed installation of approximately 11,712 freestanding solar energy systems on the property owned by Daniel A. and Charne S. Nagal, located at the southwest corner of Galena Road and Illinois Route 47 (N. Bridge Street) (“Subject Property”) within the corporate limits of the City legally described in Section 2 and as shown on Exhibit A attached hereto and made a part hereof, and is seeking rezoning of the Subject Property into the A-1 Agricultural Zoning District; and WHEREAS, the Subject Property was located within the former East Westbury Village Planned Unit Development and classified in the R-2 Single-Family Traditional Residence District as set forth in Section 10-3-4 of the Unified Development Ordinance; and WHEREAS, the Applicant desires to rezone the Subject Property into the A-1 Agricultural Zoning District; and WHEREAS, the Planning and Zoning Commission convened and held a public hearing on September 11, 2024, to consider the rezoning after publication of notice and notice to property owners within five hundred (500) feet of the Subject Property; and Ordinance No. 2024-____ Page 2 WHEREAS, the Planning and Zoning Commission reviewed the standards set forth in Section 10-8-12 and made findings of fact and recommendation to the Mayor and City Council (“Corporate Authorities”) for approval of the rezoning; and WHEREAS, an objection to the requested relief was filed by the owner of 20% or more of the frontage immediately adjoining the property at issue, pursuant to Section 10-8-5 of the UDO and Section 11-13-14 of the Illinois Municipal Code, and therefore a two-thirds affirmative vote of the City Council is required to grant the requested relief; and WHEREAS, the Corporate Authorities have received and considered the recommendation of the Planning and Zoning Commission. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The above recitals are incorporated herein and made a part of this Ordinance. Section 2. That the Corporate Authorities hereby approve the rezoning of the Subject Property, legally described as: PARENT PARCEL LEGAL DESCRIPTION: LEGAL DESCRIPTION PER NEAR NORTH TITLE GROUP TITLE COMMITMENT IL1808635-114 DATED SEPTEMBER 28, 2023 & DOC. NO.: 202100021967 & 202100002603. THAT PART OF THE EAST HALF OF SECTION 8 AND THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, Ordinance No. 2024-____ Page 3 SAID POINT BEING 89 LINKS SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY ALONG THE CENTERLINE OF SAID OLD GALENA ROAD TO THE WEST LINE •OF 1HE SOUTHEAST QUARTER OF SECTION 5; THENCE SOUTH ALONG SAID WEST LINE• AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO A POINT 1080.00 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01 DEGREE 00 MINUTES 03 SECONDS WEST (BEARINGS ASSUMED FOR DESCRIPTION PURPOSES ONLY) 3404.28 FEET ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO THE POINT OF BEGINNING; THENCE SOUTH 86 DEGREES 50 MINUTES 24 SECONDS EAST, 202.52 FEET; THENCE SOUTH 07 DEGREES 50 MINUTES 38 SECONDS EAST, 23.88 FEET; THENCE NORTH 86 DEGREES 41 MINUTES 57 SECONDS EAST, 65.30 FEET; THENCE NORTH 83 DEGREES 59 MINUTES 57 SECONDS EAST, 125.00 FEET; THENCE SOUTH 06 DEGREES 04 MINUTES 54 SECONDS EAST, 79.10 FEET; THENCE SOUTH 14 DEGREES 15 MINUTES 17 SECONDS EAST, 67.24 FEET; THENCE SOUTH 30 DEGREES 16 MINUTES 13 SECONDS EAST, 44.66 FEET; THENCE SOUTH 29 DEGREES 19 MINUTES 38 SECONDS EAST, 22.58 FEET; THENCE NORTH 89 DEGREES 16 MINUTES 13 SECONDS EAST, 991.74 FEET; THENCE NORTHERLY, 143.34 Ordinance No. 2024-____ Page 4 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 515.67 FEET, THE CHORD OF SAID CURVE BEARING NORTH 13 DEGREES 02 MINUTES 53 SECONDS EAST; THENCE NORTH 21 DEGREES 01 MINUTE 18 SECONDS EAST 318.85 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 218.64 FEET ALONG A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 385.00 FEET, THE CHORD OF SAID CURVE BEARING NORTH 04 DEGREES 45 MINUTES 09 SECONDS EAST; THENCE NORTH 11 DEGREES 31 MINUTES 00 SECONDS WEST TANGENT TO THE LAST DESCRIBED COURSE, 217.08 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 111.06 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 872.13 FEET, THE CHORD OF SAID CURVE BEARING NORTH 07 DEGREES 52 MINUTES 07 SECONDS WEST; THENCE NORTH 06 DEGREES 19 MINUTES 17 SECONDS WEST, 33.01 FEET; THENCE NORTH 05 DEGREES 23 MINUTES 16 SECONDS WEST, 151.18 FEET; THENCE NORTHERLY, 142.11 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 623.89 FEET, THE CHORD OF SAID CURVE BEARING NORTH 09 DEGREES 31 MINUTES 35 SECONDS EAST; THENCE NORTH 16 DEGREES 03 MINUTES 07 SECONDS EAST, 50.00 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF GALENA ROAD AS ESTABLISHED PER DOCUMENT 145913 RECORDED JUNE 5, 1964; THENCE SOUTH 73 DEGREES 56 MINUTES 53 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 1111.62 FEET TO Ordinance No. 2024-____ Page 5 THE EAST LINE OF THE AFOREMENTIONED EAST HALF OF SECTION 8; THENCE SOUTH 01 DEGREE 06 MINUTES 41 SECONDS EAST ALONG SAID EAST LINE, 1188.97 FEET TO THE INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 AS ESTABLISHED PER DOCUMENT 910147 (THE FOLLOWING TWO COURSES ARE ALONG SAID WESTERLY RIGHT-OF-WAY LINE); THENCE SOUTHERLY, 496.43 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 2259.20 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 05 DEGREES 11 MINUTES 01 SECOND WEST; THENCE SOUTH 01 DEGREE 06 MINUTES 41 SECONDS EAST, 118.67 FEET; THENCE SOUTH 88 DEGREES 53 MINUTES 19 SECONDS WEST, 450.34 FEET; THENCE NORTH 09 DEGREES 39 MINUTES 39 SECONDS EAST, 183.43 FEET; THENCE NORTH 87 DEGREES 18 MINUTES 59 SECONDS WEST, 68.19 FEET; THENCE SOUTH 77 DEGREES 17 MINUTES 38 SECONDS WEST, 142.43 FEET; THENCE SOUTH 64 DEGREES 38 MINUTES 07 SECONDS WEST, 40.98 FEET; THENCE SOUTH 56 DEGREES 27 MINUTES 23 SECONDS WEST, 62.20 FEET; THENCE SOUTH 54 DEGREES 35 MINUTES 06 SECONDS WEST, 47.33 FEET; THENCE SOUTH 60 DEGREES 03 MINUTES 18 SECONDS WEST, 101.98 FEET; THENCE SOUTH 69 DEGREES 40 MINUTES 43 SECONDS WEST, 181.54 FEET; THENCE SOUTH 35 DEGREES 33 MINUTES 08 SECONDS WEST, 33.43 FEET; THENCE SOUTH 86 DEGREES 05 MINUTES 40 SECONDS WEST, 147.85 FEET; THENCE NORTH 78 DEGREES 13 MINUTES 45 SECONDS WEST, Ordinance No. 2024-____ Page 6 80.00 FEET; THENCE NORTH 59 DEGREES 05 MINUTES 34 SECONDS WEST, 153.76 FEET; THENCE NORTH 74 DEGREES 47 MINUTES 54 SECONDS WEST, 27.24 FEET; THENCE NORTH 06 DEGREES 17 MINUTES 38 SECONDS WEST, 224.12 FEET; THENCE NORTH 73 DEGREES 10 MINUTES 01 SECOND WEST, 184.74 FEET; THENCE NORTH 85 DEGREES 19 MINUTES 13 SECONDS WEST, 118.52 FEET; THENCE SOUTH 33 DEGREES 11 MINUTES 19 SECONDS WEST, 84.38 FEET; THENCE SOUTH 34 DEGREES 29 MINUTES 59 SECONDS WEST, 90.01 FEET; THENCE SOUTH 46 DEGREES 15 MINUTES 48 SECONDS WEST, 122.93 FEET; THENCE SOUTH 64 DEGREES 24 MINUTES 44 SECONDS WEST, 53.07 FEET; THENCE SOUTH 89 DEGREES 30 MINUTES 40 SECONDS WEST, 70.96 FEET; THENCE NORTH 76 DEGREES 54 MINUTES 34 SECONDS WEST, 59.31 FEET; THENCE NORTH 61 DEGREES 03 MINUTES 12 SECONDS WEST, 59.31 FEET; THENCE NORTH 45 DEGREES 11 MINUTES 49 SECONDS WEST, 59.31 FEET; THENCE SOUTH 52 DEGREES 43 MINUTES 52 SECONDS WEST, 150.00 FEET; THENCE NORTHWESTERLY, 72.66 FEET ALONG A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 365.00 FEET, THE CHORD OF SAID CURVE BEARING NORTH 31 DEGREES 33 MINUTES 56 SECONDS WEST; THENCE SOUTH 64 DEGREES 08 MINUTES 15 SECONDS WEST, 204.82 FEET; THENCE SOUTH 88 DEGREES 59 MINUTES 57 SECONDS WEST, 68.98 FEET TO THE AFOREMENTIONED WEST LINE OF THE EAST HALF OF SECTION 8; THENCE NORTH 01 DEGREE 00 MINUTES 03 SECONDS WEST ALONG Ordinance No. 2024-____ Page 7 SAID WEST LINE, 957.25 FEET TO THE POINT OF BEGINNING, IN KENDALL COUNTY, ILLINOIS. EXCEPT THAT PORTION THEREOF DESCRIBED IN THE QUIT CLAIM DEED RECORDED AUGUST 16, 2018 AS DOCUMENT 201800011813, DESCRIBED AS FOLLOWS: THAT PART OF THE EAST HALF OF SECTION 8 AND THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY ALONG THE CENTERLINE OF SAID OLD GALENA ROAD TO THE WEST LINE •OF 1HE SOUTHEAST QUARTER OF SECTION 5; THENCE SOUTH ALONG SAID WEST LINE• AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO A POINT 1080.00 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST (BEARINGS ASSUMED FOR DESCRIPTION PURPOSES ONLY), 3404.28 FEET ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO THE POINT OF BEGINNING; THENCE SOUTH 86°50'24" EAST, 202.52 FEET; Ordinance No. 2024-____ Page 8 THENCE SOUTH 07°50'38" EAST, 23.88 FEET; THENCE NORTH 86°41'57" EAST, 65.30 FEET; THENCE NORTH 83°59'57" EAST, 125.00 FEET; THENCE SOUTH 06°04'54" EAST, 79.10 FEET; THENCE SOUTH 14°15'17" EAST, 67.24 FEET; THENCE SOUTH 30°16'13" EAST, 44.66 FEET; THENCE SOUTH 29°19'38" EAST, 22.58 FEET; THENCE NORTH 89°16'13" EAST, 991. 74 FEET; THENCE NORTHERLY, 143.34 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 515.67 FEET, THE CHORD OF SAID CURVE BEARING NORTH 13°02'53" EAST; THENCE NORTH 21°01'18" EAST, 318.85 FEET; THENCE NORTHERLY TANGENT TO THE LAST DESCRIBED COURSE, 218.64 FEET ALONG A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 385.0 FEET, THE CHORD OF SAID CURVE BEARING NORTH 04°45'09" EAST; THENCE NORTH 11°31'00" WEST TANGENT TO THE LAST DESCRIBED COURSE, 217.08 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 111.06 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 872.13 FEET, THE CHORD OF SAID CURVE BEARING NORTH 07°52'07" WEST; THENCE NORTH 06°19'17" WEST, 33.01 FEET; THENCE NORTH 05°23'16" WEST, 151.18 FEET; THENCE NORTHERLY, 142.11 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 623.89 FEET, THE CHORD OF SAID CURVE BEARING NORTH 09°31'35" EAST; THENCE NORTH 16°03'07" EAST, 50.0 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF GALENA ROAD AS ESTABLISHED PER DOCUMENT 145913 RECORDED JUNE 5, 1964; THENCE SOUTH 73°56'53" EAST ALONG SAID Ordinance No. 2024-____ Page 9 SOUTHERLY RIGHT-OF-WAY LINE, 1111.62 FEET TO THE EAST LINE OF THE AFOREMENTIONED EAST HALF OF SECTION 8; THENCE SOUTH 01°06'41" EAST ALONG SAID EAST LINE, 1188.97 FEET TO THE INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 AS ESTABLISHED PER DOCUMENT 910147 (THE FOLLOWING TWO COURSES ARE ALONG SAID WESTERLY RIGHT-OF- WAY LINE); THENCE SOUTHERLY, 496.43 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 2259.20 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 05°11'01" WEST; THENCE SOUTH 01°06'41" EAST, 118.67 FEET; THENCE SOUTH 88°53'19" WEST, 450.34 FEET; THENCE NORTH 09°39'39" EAST, 183.43 FEET; THENCE NORTH 87°18'59" WEST, 68.19 FEET; THENCE SOUTH 77°17'38" WEST, 142.43 FEET; THENCE SOUTH 87°18'59" WEST, 68.19 FEET; THENCE SOUTH 77°17'38" WEST, 142.43 FEET; THENCE SOUTH 64°38'07" WEST, 40,98 FEET; THENCE SOUTH 56°27'23" WEST, 62.20 FEET; THENCE SOUTH 54°35'06" WEST, 47.33 FEET; THENCE SOUTH 60°03'18" WEST, 101.98 FEET; THENCE SOUTH 69°40'43" WEST, 181.54 FEET; THENCE SOUTH 35°33'08" WEST, 33.43 FEET; THENCE SOUTH 86°05'40" WEST, 147.85 FEET; THENCE SOUTH 78°13'45" WEST, 80.0 FEET; THENCE NORTH 59°05'34" WEST, 153.76 FEET; THENCE NORTH 74°47'54" WEST, 27.24 FEET; THENCE NORTH 06°17'38" WEST, 224.12 FEET; THENCE NORTH 73°10'01'' WEST, 184.74 FEET; THENCE NORTH 85°19'13" WEST, 118.52 FEET; THENCE SOUTH 33°11'19" WEST, 84.38 FEET; THENCE Ordinance No. 2024-____ Page 10 SOUTH 34°29'59" WEST, 90.01 FEET; THENCE SOUTH 46°15' 48" WEST, 122.93 FEET; THENCE SOUTH 64°24'44" WEST, 53.07 FEET; THENCE SOUTH 89°30'40" WEST, 70.96 FEET; THENCE NORTH 76°54'34" WEST, 59.31 FEET; THENCE NORTH 61°03'12" WEST, 59.31 FEET; THENCE NORTH 45°11'49" WEST, 59.31 FEET; THENCE SOUTH 52°43'52" WEST, 150.0 FEET; THENCE NORTHWESTERLY, 72.66 FEET ALONG A CURVE TO THE NORTHEAST, HAVING A RADIUS OF 365.0 FEET, THE CHORD OF SAID CURVE BEARING NORTH 31°33'56" WEST; THENCE SOUTH 64°08'15" WEST, 204.82 FEET; THENCE SOUTH 88°59'57" WEST, 68.98 FEET TO THE AFOREMENTIONED WEST LINE OF THE EAST HALF OF SECTION 8; THENCE NORTH 01°00'03" WEST ALONG SAID WEST LINE, 957.25 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PART OF THE ABOVE-DESCRIBED TRACT LYING NORTH OF A LINE DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8, A DISTANCE OF 3579.88 FEET TO THE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 88°59'57" EAST PERPENDICULAR TO SAID WEST LINE, 2172.88 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED TO TEQUILA SUNRISE ENTERPRISES, LLC BY SPECIAL WARRANTY DEED RECORDED DECEMBER 19, 2013 AS DOCUMENT 201300024760 FOR THE POINT OF TERMINATION OF SAID LINE; ALL IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. Ordinance No. 2024-____ Page 11 ALSO, INCLUDING THE LAND DESCRIBED IN QUIT CLAIM DEED RECORDED AUGUST 16, 2018 AS DOCUMENT 201800011814, DESCRIBED AS FOLLOWS: THAT PART OF THE EAST HALF OF SECTION 8, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS ( 58.74 FEET) SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY, ALONG THE CENTERLINE OF SAID OLD GALENA ROAD, TO THE WEST LINE OF THE SOUTHEAST QUARTER OF SECTION 5; THENCE SOUTH, ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8, TO A POINT 1080.0 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 64°02'00" EAST, 308.99 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 64°02'00" WEST, 308.99 FEET, ALONG THE LAST DESCRIBED COURSE TO THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 AT A POINT 1080.0 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST, 2447.03 FEET ALONG THE WEST LINE OF THE Ordinance No. 2024-____ Page 12 EAST HALF OF SAID SECTION 8; THENCE NORTH 88°59'57" EAST, 68.98 FEET; THENCE NORTH 64°08'15" EAST, 204.82 FEET; THENCE SOUTHEASTERLY, 72.66 FEET ALONG A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 365.0 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 31°33'56" EAST; THENCE NORTH 52°43'52" EAST, 150.0 FEET; THENCE SOUTH 45°11'49" EAST, 59.31 FEET; THENCE SOUTH 61°03'12" EAST, 59.31 FEET; THENCE SOUTH 76°54'34" EAST, 59.31 FEET; THENCE NORTH 89°30'40" EAST, 70.96 FEET; THENCE NORTH 64°24'44" EAST, 53.07 FEET; THENCE NORTH 46°15'48" EAST, 122.93 FEET; THENCE NORTH 34°29'59" EAST, 90.01 FEET; THENCE NORTH 33°11'19" EAST, 84.38 FEET; THENCE SOUTH 85°19'13" EAST, 118.52 FEET; THENCE SOUTH 73°10'01" EAST, 184.74 FEET; THENCE SOUTH 06°17'38" EAST, 224.12 FEET; THENCE SOUTH 74°47'54" EAST, 27.24 FEET; THENCE SOUTH 59°05'34" EAST, 153.76 FEET; THENCE SOUTH 78°13'45" EAST, 80.0 FEET; THENCE NORTH 86°05'40" EAST, 147.85 FEET; THENCE NORTH 35°33'08" EAST, 33.43 FEET; THENCE NORTH 69°40'43" EAST, 181.54 FEET; THENCE NORTH 60°03'18" EAST, 101.98 FEET; THENCE NORTH 54°35'06" EAST, 47.33 FEET; THENCE NORTH 56°27'23" EAST, 62.20 FEET; THENCE NORTH 64°38'07" EAST, 40.98 FEET; THENCE NORTH 77°17'38" EAST, 142.43 FEET; THENCE SOUTH 87°18'59" EAST, 68.19 FEET; THENCE SOUTH 09°39'39" WEST, 1000.44 FEET; THENCE SOUTH 73°08'14" WEST, 437.67 FEET; THENCE SOUTH 61°50'59" WEST, 297.0 FEET; THENCE SOUTH 39°47'51" WEST, 1584.39 FEET TO THE POINT OF BEGINNING. Ordinance No. 2024-____ Page 13 EXCEPT THAT PART OF THE ABOVE-DESCRIBED TRACT LYING SOUTH OF A LINE DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8, A DISTANCE OF 3579.88 FEET TO THE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 88°59'57" EAST PERPENDICULAR TO SAID WEST LINE, 2172.88 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED TO TEQUILA SUNRISE ENTERPRISES, LLC BY SPECIAL WARRANTY DEED RECORDED DECEMBER 19, 2013 AS DOCUMENT 201300024760 FOR THE POINT OF TERMINATION OF SAID LINE; ALL IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. •SURVEYOR'S NOTE: SCRIVENERS ERROR FOUND IN TITILE COMMITMENT SCHEDULE A, CORRECTED PER WARRANTY DEED RECORDED 1/29/2021 AS DOCUMENT NUMBER 202100002603• AS-SURVEYED LEGAL DESCRIPTION: THAT PART OF THE EAST HALF OF SECTION 8 AND THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER Ordinance No. 2024-____ Page 14 OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY ALONG THE CENTERLINE OF SAID OLD GALENA ROAD TO THE WEST LINE •OF THE SOUTHEAST QUARTER OF SECTION 5; 1HENCE SOU1H ALONG SAID WEST LINE• AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO A POINT 1080.00 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01 DEGREE 00 MINUTES 04 SECONDS WEST 3404.23 FEET ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO THE POINT OF BEGINNING; THENCE SOUTH 86 DEGREES 50 MINUTES 28 SECONDS EAST, 202.57 FEET; THENCE SOUTH 07 DEGREES 50 MINUTES 42 SECONDS EAST, 23.88 FEET; THENCE NORTH 86 DEGREES 41 MINUTES 53 SECONDS EAST, 65.30 FEET; THENCE NORTH 83 DEGREES 59 MINUTES 53 SECONDS EAST, 125.00 FEET; THENCE SOUTH 06 DEGREES 04 MINUTES 58 SECONDS EAST, 79.10 FEET; THENCE SOUTH 14 DEGREES 15 MINUTES 21 SECONDS EAST, 67.24 FEET; THENCE SOUTH 30 DEGREES 16 MINUTES 17 SECONDS EAST, 44.66 FEET; THENCE SOUTH 29 DEGREES 19 MINUTES 42 SECONDS EAST, 22.58 FEET; THENCE NORTH 89 DEGREES 16 MINUTES 10 SECONDS EAST, 991.82 FEET; THENCE NORTHERLY, 143.33 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 515.67 FEET, THE CHORD OF SAID CURVE BEARING NORTH 13 DEGREES 02 Ordinance No. 2024-____ Page 15 MINUTES 53 SECONDS EAST; THENCE NORTH 21 DEGREES 01 MINUTE 18 SECONDS EAST 318.85 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 218.64 FEET ALONG A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 385.00 FEET, THE CHORD OF SAID CURVE BEARING NORTH 04 DEGREES 45 MINUTES 09 SECONDS EAST; THENCE NORTH 11 DEGREES 31 MINUTES 00 SECONDS WEST TANGENT TO THE LAST DESCRIBED COURSE, 217.08 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 111.06 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 872.13 FEET, THE CHORD OF SAID CURVE BEARING NORTH 07 DEGREES 52 MINUTES 07 SECONDS WEST; THENCE NORTH 06 DEGREES 19 MINUTES 17 SECONDS WEST, 33.01 FEET; THENCE NORTH 05 DEGREES 23 MINUTES 16 SECONDS WEST, 151.18 FEET; THENCE NORTHERLY, 142.11 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 623.89 FEET, THE CHORD OF SAID CURVE BEARING NORTH 09 DEGREES 31 MINUTES 35 SECONDS EAST; THENCE NORTH 16 DEGREES 03 MINUTES 07 SECONDS EAST, 52.18 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF GALENA ROAD AS ESTABLISHED PER DOCUMENT 145913 RECORDED JUNE 5, 1964; THENCE SOUTH 73 DEGREES 50 MINUTES 13 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 1111.45 FEET TO THE EAST LINE OF THE AFOREMENTIONED EAST HALF OF SECTION 8; THENCE SOUTH 01 DEGREE 06 MINUTES 42 SECONDS EAST ALONG SAID EAST Ordinance No. 2024-____ Page 16 LINE, 1189.49 FEET TO THE INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 AS ESTABLISHED PER DOCUMENT 910147 (THE FOLLOWING TWO COURSES ARE ALONG SAID WESTERLY RIGHT-OF-WAY LINE); THENCE SOUTHERLY, 495.91 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 2259.20 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 05 DEGREES 10 MINUTES 32 SECOND WEST; THENCE SOUTH 01 DEGREE 06 MINUTES 47 SECONDS EAST, 118.69 FEET; THENCE SOUTH 88 DEGREES 53 MINUTES 15 SECONDS WEST, 450.38 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED TO TEQUILA SUNRISE ENTERPRISES, LLC BY SPECIAL WARRANTY DEED RECORDED DECEMBER 19, 2013 AS DOCUMENT 201300024760; THENCE NORTH 09 DEGREES 39 MINUTES 35 SECONDS EAST 114.02 FEET ALONG SAID EASTERLY LINE; THENCE SOUTH 88 DEGREES 59 MINUTES 56 SECONDS WEST 2172.95 TO THE WEST LINE OF SAID EAST HALF; THENCE NORTH 01 DEGREE 00 MINUTES 04 SECONDS WEST 904.35 FEET ALONG SAID WEST LINE TO THE POINT OF BEGINNING. •SURVEYOR'S NOTE: CORRECTION PER WARRANTY DEED RECORDED 1/29/2021 AS DOCUMENT NUMBER 202100002603• with Property Index Numbers 02-05-400-005 and 02-08-200-03 into the A-1 Agricultural Zoning District. Section 3. That the rezoning to A-1 Agricultural Zoning District approved through this Ordinance is contingent upon the approval of a special use permit for the Subject Property for use Ordinance No. 2024-____ Page 17 as a solar farm with freestanding solar energy systems, and should such special use permit be denied, the rezoning contemplated in this Ordinance shall not be granted. Section 4. That this Ordinance shall be in full force and effect upon its passage, approval and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ SEAVER TARULIS _________ RUSTY CORNEILS _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ MAYOR Attest: ______________________________ CITY CLERK Exhibit A LEGAL DESCRIPTION PER NEAR NORTH TITLE GROUP TITLE COMMITMENT IL1808635-114 DATED SEPTEMBER 28, 2023 & DOC. NO.: 202100021967 & 202100002603. THAT PART OF THE EAST HALF OF SECTION 8 AND THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY ALONG THE CENTERLINE OF SAID OLD GALENA ROAD TO THE WEST LINE •OF 1HE SOUTHEAST QUARTER OF SECTION 5; THENCE SOUTH ALONG SAID WEST LINE• AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO A POINT 1080.00 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01 DEGREE 00 MINUTES 03 SECONDS WEST (BEARINGS ASSUMED FOR DESCRIPTION PURPOSES ONLY) 3404.28 FEET ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO THE POINT OF BEGINNING; THENCE SOUTH 86 DEGREES 50 MINUTES 24 SECONDS EAST, 202.52 FEET; THENCE SOUTH 07 DEGREES 50 MINUTES 38 SECONDS EAST, 23.88 FEET; THENCE NORTH 86 DEGREES 41 MINUTES 57 SECONDS EAST, 65.30 FEET; THENCE NORTH 83 DEGREES 59 MINUTES 57 SECONDS EAST, 125.00 FEET; THENCE SOUTH 06 DEGREES 04 MINUTES 54 SECONDS EAST, 79.10 FEET; THENCE SOUTH 14 DEGREES 15 MINUTES 17 SECONDS EAST, 67.24 FEET; THENCE SOUTH 30 DEGREES 16 MINUTES 13 SECONDS EAST, 44.66 FEET; THENCE SOUTH 29 DEGREES 19 MINUTES 38 SECONDS EAST, 22.58 FEET; THENCE NORTH 89 DEGREES 16 MINUTES 13 SECONDS EAST, 991.74 FEET; THENCE NORTHERLY, 143.34 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 515.67 FEET, THE CHORD OF SAID CURVE BEARING NORTH 13 DEGREES 02 MINUTES 53 SECONDS EAST; THENCE NORTH 21 DEGREES 01 MINUTE 18 SECONDS EAST 318.85 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 218.64 FEET ALONG A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 385.00 FEET, THE CHORD OF SAID CURVE BEARING NORTH 04 DEGREES 45 MINUTES 09 SECONDS EAST; THENCE NORTH 11 DEGREES 31 MINUTES 00 SECONDS WEST TANGENT TO THE LAST DESCRIBED COURSE, 217.08 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 111.06 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 872.13 FEET, THE CHORD OF SAID CURVE BEARING NORTH 07 DEGREES 52 MINUTES 07 SECONDS WEST; THENCE NORTH 06 DEGREES 19 MINUTES 17 SECONDS WEST, 33.01 FEET; THENCE NORTH 05 DEGREES 23 MINUTES 16 SECONDS WEST, 151.18 FEET; THENCE NORTHERLY, 142.11 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 623.89 FEET, THE CHORD OF SAID CURVE BEARING NORTH 09 DEGREES 31 MINUTES 35 SECONDS EAST; THENCE NORTH 16 DEGREES 03 MINUTES 07 SECONDS EAST, 50.00 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF GALENA ROAD AS ESTABLISHED PER DOCUMENT 145913 RECORDED JUNE 5, 1964; THENCE SOUTH 73 DEGREES 56 MINUTES 53 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 1111.62 FEET TO THE EAST LINE OF THE AFOREMENTIONED EAST HALF OF SECTION 8; THENCE SOUTH 01 DEGREE 06 MINUTES 41 SECONDS EAST ALONG SAID EAST LINE, 1188.97 FEET TO THE INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 AS ESTABLISHED PER DOCUMENT 910147 (THE FOLLOWING TWO COURSES ARE ALONG SAID WESTERLY RIGHT-OF-WAY LINE); THENCE SOUTHERLY, 496.43 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 2259.20 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 05 DEGREES 11 MINUTES 01 SECOND WEST; THENCE SOUTH 01 DEGREE 06 MINUTES 41 SECONDS EAST, 118.67 FEET; THENCE SOUTH 88 DEGREES 53 MINUTES 19 SECONDS WEST, 450.34 FEET; THENCE NORTH 09 DEGREES 39 MINUTES 39 SECONDS EAST, 183.43 FEET; THENCE NORTH 87 DEGREES 18 MINUTES 59 SECONDS WEST, 68.19 FEET; THENCE SOUTH 77 DEGREES 17 MINUTES 38 SECONDS WEST, 142.43 FEET; THENCE SOUTH 64 DEGREES 38 MINUTES 07 SECONDS WEST, 40.98 FEET; THENCE SOUTH 56 DEGREES 27 MINUTES 23 SECONDS WEST, 62.20 FEET; THENCE SOUTH 54 DEGREES 35 MINUTES 06 SECONDS WEST, 47.33 FEET; THENCE SOUTH 60 DEGREES 03 MINUTES 18 SECONDS WEST, 101.98 FEET; THENCE SOUTH 69 DEGREES 40 MINUTES 43 SECONDS WEST, 181.54 FEET; THENCE SOUTH 35 DEGREES 33 MINUTES 08 SECONDS WEST, 33.43 FEET; THENCE SOUTH 86 DEGREES 05 MINUTES 40 SECONDS WEST, 147.85 FEET; THENCE NORTH 78 DEGREES 13 MINUTES 45 SECONDS WEST, 80.00 FEET; THENCE NORTH 59 DEGREES 05 MINUTES 34 SECONDS WEST, 153.76 FEET; THENCE NORTH 74 DEGREES 47 MINUTES 54 SECONDS WEST, 27.24 FEET; THENCE NORTH 06 DEGREES 17 MINUTES 38 SECONDS WEST, 224.12 FEET; THENCE NORTH 73 DEGREES 10 MINUTES 01 SECOND WEST, 184.74 FEET; THENCE NORTH 85 DEGREES 19 MINUTES 13 SECONDS WEST, 118.52 FEET; THENCE SOUTH 33 DEGREES 11 MINUTES 19 SECONDS WEST, 84.38 FEET; THENCE SOUTH 34 DEGREES 29 MINUTES 59 SECONDS WEST, 90.01 FEET; THENCE SOUTH 46 DEGREES 15 MINUTES 48 SECONDS WEST, 122.93 FEET; THENCE SOUTH 64 DEGREES 24 MINUTES 44 SECONDS WEST, 53.07 FEET; THENCE SOUTH 89 DEGREES 30 MINUTES 40 SECONDS WEST, 70.96 FEET; THENCE NORTH 76 DEGREES 54 MINUTES 34 SECONDS WEST, 59.31 FEET; THENCE NORTH 61 DEGREES 03 MINUTES 12 SECONDS WEST, 59.31 FEET; THENCE NORTH 45 DEGREES 11 MINUTES 49 SECONDS WEST, 59.31 FEET; THENCE SOUTH 52 DEGREES 43 MINUTES 52 SECONDS WEST, 150.00 FEET; THENCE NORTHWESTERLY, 72.66 FEET ALONG A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 365.00 FEET, THE CHORD OF SAID CURVE BEARING NORTH 31 DEGREES 33 MINUTES 56 SECONDS WEST; THENCE SOUTH 64 DEGREES 08 MINUTES 15 SECONDS WEST, 204.82 FEET; THENCE SOUTH 88 DEGREES 59 MINUTES 57 SECONDS WEST, 68.98 FEET TO THE AFOREMENTIONED WEST LINE OF THE EAST HALF OF SECTION 8; THENCE NORTH 01 DEGREE 00 MINUTES 03 SECONDS WEST ALONG SAID WEST LINE, 957.25 FEET TO THE POINT OF BEGINNING, IN KENDALL COUNTY, ILLINOIS. EXCEPT THAT PORTION THEREOF DESCRIBED IN THE QUIT CLAIM DEED RECORDED AUGUST 16, 2018 AS DOCUMENT 201800011813, DESCRIBED AS FOLLOWS: THAT PART OF THE EAST HALF OF SECTION 8 AND THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY ALONG THE CENTERLINE OF SAID OLD GALENA ROAD TO THE WEST LINE •OF 1HE SOUTHEAST QUARTER OF SECTION 5; THENCE SOUTH ALONG SAID WEST LINE• AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO A POINT 1080.00 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST (BEARINGS ASSUMED FOR DESCRIPTION PURPOSES ONLY), 3404.28 FEET ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO THE POINT OF BEGINNING; THENCE SOUTH 86°50'24" EAST, 202.52 FEET; THENCE SOUTH 07°50'38" EAST, 23.88 FEET; THENCE NORTH 86°41'57" EAST, 65.30 FEET; THENCE NORTH 83°59'57" EAST, 125.00 FEET; THENCE SOUTH 06°04'54" EAST, 79.10 FEET; THENCE SOUTH 14°15'17" EAST, 67.24 FEET; THENCE SOUTH 30°16'13" EAST, 44.66 FEET; THENCE SOUTH 29°19'38" EAST, 22.58 FEET; THENCE NORTH 89°16'13" EAST, 991. 74 FEET; THENCE NORTHERLY, 143.34 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 515.67 FEET, THE CHORD OF SAID CURVE BEARING NORTH 13°02'53" EAST; THENCE NORTH 21°01'18" EAST, 318.85 FEET; THENCE NORTHERLY TANGENT TO THE LAST DESCRIBED COURSE, 218.64 FEET ALONG A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 385.0 FEET, THE CHORD OF SAID CURVE BEARING NORTH 04°45'09" EAST; THENCE NORTH 11°31'00" WEST TANGENT TO THE LAST DESCRIBED COURSE, 217.08 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 111.06 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 872.13 FEET, THE CHORD OF SAID CURVE BEARING NORTH 07°52'07" WEST; THENCE NORTH 06°19'17" WEST, 33.01 FEET; THENCE NORTH 05°23'16" WEST, 151.18 FEET; THENCE NORTHERLY, 142.11 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 623.89 FEET, THE CHORD OF SAID CURVE BEARING NORTH 09°31'35" EAST; THENCE NORTH 16°03'07" EAST, 50.0 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF GALENA ROAD AS ESTABLISHED PER DOCUMENT 145913 RECORDED JUNE 5, 1964; THENCE SOUTH 73°56'53" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 1111.62 FEET TO THE EAST LINE OF THE AFOREMENTIONED EAST HALF OF SECTION 8; THENCE SOUTH 01°06'41" EAST ALONG SAID EAST LINE, 1188.97 FEET TO THE INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 AS ESTABLISHED PER DOCUMENT 910147 (THE FOLLOWING TWO COURSES ARE ALONG SAID WESTERLY RIGHT-OF- WAY LINE); THENCE SOUTHERLY, 496.43 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 2259.20 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 05°11'01" WEST; THENCE SOUTH 01°06'41" EAST, 118.67 FEET; THENCE SOUTH 88°53'19" WEST, 450.34 FEET; THENCE NORTH 09°39'39" EAST, 183.43 FEET; THENCE NORTH 87°18'59" WEST, 68.19 FEET; THENCE SOUTH 77°17'38" WEST, 142.43 FEET; THENCE SOUTH 87°18'59" WEST, 68.19 FEET; THENCE SOUTH 77°17'38" WEST, 142.43 FEET; THENCE SOUTH 64°38'07" WEST, 40,98 FEET; THENCE SOUTH 56°27'23" WEST, 62.20 FEET; THENCE SOUTH 54°35'06" WEST, 47.33 FEET; THENCE SOUTH 60°03'18" WEST, 101.98 FEET; THENCE SOUTH 69°40'43" WEST, 181.54 FEET; THENCE SOUTH 35°33'08" WEST, 33.43 FEET; THENCE SOUTH 86°05'40" WEST, 147.85 FEET; THENCE SOUTH 78°13'45" WEST, 80.0 FEET; THENCE NORTH 59°05'34" WEST, 153.76 FEET; THENCE NORTH 74°47'54" WEST, 27.24 FEET; THENCE NORTH 06°17'38" WEST, 224.12 FEET; THENCE NORTH 73°10'01'' WEST, 184.74 FEET; THENCE NORTH 85°19'13" WEST, 118.52 FEET; THENCE SOUTH 33°11'19" WEST, 84.38 FEET; THENCE SOUTH 34°29'59" WEST, 90.01 FEET; THENCE SOUTH 46°15' 48" WEST, 122.93 FEET; THENCE SOUTH 64°24'44" WEST, 53.07 FEET; THENCE SOUTH 89°30'40" WEST, 70.96 FEET; THENCE NORTH 76°54'34" WEST, 59.31 FEET; THENCE NORTH 61°03'12" WEST, 59.31 FEET; THENCE NORTH 45°11'49" WEST, 59.31 FEET; THENCE SOUTH 52°43'52" WEST, 150.0 FEET; THENCE NORTHWESTERLY, 72.66 FEET ALONG A CURVE TO THE NORTHEAST, HAVING A RADIUS OF 365.0 FEET, THE CHORD OF SAID CURVE BEARING NORTH 31°33'56" WEST; THENCE SOUTH 64°08'15" WEST, 204.82 FEET; THENCE SOUTH 88°59'57" WEST, 68.98 FEET TO THE AFOREMENTIONED WEST LINE OF THE EAST HALF OF SECTION 8; THENCE NORTH 01°00'03" WEST ALONG SAID WEST LINE, 957.25 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PART OF THE ABOVE-DESCRIBED TRACT LYING NORTH OF A LINE DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8, A DISTANCE OF 3579.88 FEET TO THE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 88°59'57" EAST PERPENDICULAR TO SAID WEST LINE, 2172.88 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED TO TEQUILA SUNRISE ENTERPRISES, LLC BY SPECIAL WARRANTY DEED RECORDED DECEMBER 19, 2013 AS DOCUMENT 201300024760 FOR THE POINT OF TERMINATION OF SAID LINE; ALL IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. ALSO, INCLUDING THE LAND DESCRIBED IN QUIT CLAIM DEED RECORDED AUGUST 16, 2018 AS DOCUMENT 201800011814, DESCRIBED AS FOLLOWS: THAT PART OF THE EAST HALF OF SECTION 8, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS ( 58.74 FEET) SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY, ALONG THE CENTERLINE OF SAID OLD GALENA ROAD, TO THE WEST LINE OF THE SOUTHEAST QUARTER OF SECTION 5; THENCE SOUTH, ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8, TO A POINT 1080.0 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 64°02'00" EAST, 308.99 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 64°02'00" WEST, 308.99 FEET, ALONG THE LAST DESCRIBED COURSE TO THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 AT A POINT 1080.0 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST, 2447.03 FEET ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8; THENCE NORTH 88°59'57" EAST, 68.98 FEET; THENCE NORTH 64°08'15" EAST, 204.82 FEET; THENCE SOUTHEASTERLY, 72.66 FEET ALONG A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 365.0 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 31°33'56" EAST; THENCE NORTH 52°43'52" EAST, 150.0 FEET; THENCE SOUTH 45°11'49" EAST, 59.31 FEET; THENCE SOUTH 61°03'12" EAST, 59.31 FEET; THENCE SOUTH 76°54'34" EAST, 59.31 FEET; THENCE NORTH 89°30'40" EAST, 70.96 FEET; THENCE NORTH 64°24'44" EAST, 53.07 FEET; THENCE NORTH 46°15'48" EAST, 122.93 FEET; THENCE NORTH 34°29'59" EAST, 90.01 FEET; THENCE NORTH 33°11'19" EAST, 84.38 FEET; THENCE SOUTH 85°19'13" EAST, 118.52 FEET; THENCE SOUTH 73°10'01" EAST, 184.74 FEET; THENCE SOUTH 06°17'38" EAST, 224.12 FEET; THENCE SOUTH 74°47'54" EAST, 27.24 FEET; THENCE SOUTH 59°05'34" EAST, 153.76 FEET; THENCE SOUTH 78°13'45" EAST, 80.0 FEET; THENCE NORTH 86°05'40" EAST, 147.85 FEET; THENCE NORTH 35°33'08" EAST, 33.43 FEET; THENCE NORTH 69°40'43" EAST, 181.54 FEET; THENCE NORTH 60°03'18" EAST, 101.98 FEET; THENCE NORTH 54°35'06" EAST, 47.33 FEET; THENCE NORTH 56°27'23" EAST, 62.20 FEET; THENCE NORTH 64°38'07" EAST, 40.98 FEET; THENCE NORTH 77°17'38" EAST, 142.43 FEET; THENCE SOUTH 87°18'59" EAST, 68.19 FEET; THENCE SOUTH 09°39'39" WEST, 1000.44 FEET; THENCE SOUTH 73°08'14" WEST, 437.67 FEET; THENCE SOUTH 61°50'59" WEST, 297.0 FEET; THENCE SOUTH 39°47'51" WEST, 1584.39 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PART OF THE ABOVE-DESCRIBED TRACT LYING SOUTH OF A LINE DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8, A DISTANCE OF 3579.88 FEET TO THE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 88°59'57" EAST PERPENDICULAR TO SAID WEST LINE, 2172.88 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED TO TEQUILA SUNRISE ENTERPRISES, LLC BY SPECIAL WARRANTY DEED RECORDED DECEMBER 19, 2013 AS DOCUMENT 201300024760 FOR THE POINT OF TERMINATION OF SAID LINE; ALL IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. •SURVEYOR'S NOTE: SCRIVENERS ERROR FOUND IN TITILE COMMITMENT SCHEDULE A, CORRECTED PER WARRANTY DEED RECORDED 1/29/2021 AS DOCUMENT NUMBER 202100002603• AS-SURVEYED LEGAL DESCRIPTION: THAT PART OF THE EAST HALF OF SECTION 8 AND THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY ALONG THE CENTERLINE OF SAID OLD GALENA ROAD TO THE WEST LINE •OF THE SOUTHEAST QUARTER OF SECTION 5; 1HENCE SOU1H ALONG SAID WEST LINE• AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO A POINT 1080.00 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01 DEGREE 00 MINUTES 04 SECONDS WEST 3404.23 FEET ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO THE POINT OF BEGINNING; THENCE SOUTH 86 DEGREES 50 MINUTES 28 SECONDS EAST, 202.57 FEET; THENCE SOUTH 07 DEGREES 50 MINUTES 42 SECONDS EAST, 23.88 FEET; THENCE NORTH 86 DEGREES 41 MINUTES 53 SECONDS EAST, 65.30 FEET; THENCE NORTH 83 DEGREES 59 MINUTES 53 SECONDS EAST, 125.00 FEET; THENCE SOUTH 06 DEGREES 04 MINUTES 58 SECONDS EAST, 79.10 FEET; THENCE SOUTH 14 DEGREES 15 MINUTES 21 SECONDS EAST, 67.24 FEET; THENCE SOUTH 30 DEGREES 16 MINUTES 17 SECONDS EAST, 44.66 FEET; THENCE SOUTH 29 DEGREES 19 MINUTES 42 SECONDS EAST, 22.58 FEET; THENCE NORTH 89 DEGREES 16 MINUTES 10 SECONDS EAST, 991.82 FEET; THENCE NORTHERLY, 143.33 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 515.67 FEET, THE CHORD OF SAID CURVE BEARING NORTH 13 DEGREES 02 MINUTES 53 SECONDS EAST; THENCE NORTH 21 DEGREES 01 MINUTE 18 SECONDS EAST 318.85 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 218.64 FEET ALONG A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 385.00 FEET, THE CHORD OF SAID CURVE BEARING NORTH 04 DEGREES 45 MINUTES 09 SECONDS EAST; THENCE NORTH 11 DEGREES 31 MINUTES 00 SECONDS WEST TANGENT TO THE LAST DESCRIBED COURSE, 217.08 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 111.06 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 872.13 FEET, THE CHORD OF SAID CURVE BEARING NORTH 07 DEGREES 52 MINUTES 07 SECONDS WEST; THENCE NORTH 06 DEGREES 19 MINUTES 17 SECONDS WEST, 33.01 FEET; THENCE NORTH 05 DEGREES 23 MINUTES 16 SECONDS WEST, 151.18 FEET; THENCE NORTHERLY, 142.11 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 623.89 FEET, THE CHORD OF SAID CURVE BEARING NORTH 09 DEGREES 31 MINUTES 35 SECONDS EAST; THENCE NORTH 16 DEGREES 03 MINUTES 07 SECONDS EAST, 52.18 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF GALENA ROAD AS ESTABLISHED PER DOCUMENT 145913 RECORDED JUNE 5, 1964; THENCE SOUTH 73 DEGREES 50 MINUTES 13 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 1111.45 FEET TO THE EAST LINE OF THE AFOREMENTIONED EAST HALF OF SECTION 8; THENCE SOUTH 01 DEGREE 06 MINUTES 42 SECONDS EAST ALONG SAID EAST LINE, 1189.49 FEET TO THE INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 AS ESTABLISHED PER DOCUMENT 910147 (THE FOLLOWING TWO COURSES ARE ALONG SAID WESTERLY RIGHT-OF-WAY LINE); THENCE SOUTHERLY, 495.91 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 2259.20 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 05 DEGREES 10 MINUTES 32 SECOND WEST; THENCE SOUTH 01 DEGREE 06 MINUTES 47 SECONDS EAST, 118.69 FEET; THENCE SOUTH 88 DEGREES 53 MINUTES 15 SECONDS WEST, 450.38 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED TO TEQUILA SUNRISE ENTERPRISES, LLC BY SPECIAL WARRANTY DEED RECORDED DECEMBER 19, 2013 AS DOCUMENT 201300024760; THENCE NORTH 09 DEGREES 39 MINUTES 35 SECONDS EAST 114.02 FEET ALONG SAID EASTERLY LINE; THENCE SOUTH 88 DEGREES 59 MINUTES 56 SECONDS WEST 2172.95 TO THE WEST LINE OF SAID EAST HALF; THENCE NORTH 01 DEGREE 00 MINUTES 04 SECONDS WEST 904.35 FEET ALONG SAID WEST LINE TO THE POINT OF BEGINNING. •SURVEYOR'S NOTE: CORRECTION PER WARRANTY DEED RECORDED 1/29/2021 AS DOCUMENT NUMBER 202100002603• Ordinance No. 2024-____ Page 1 Ordinance No. 2024-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, APPROVING A SPECIAL USE PERMIT ALLOWING FREESTANDING SOLAR ENERGY SYSTEMS ON CERTAIN TERRITORY GENERALLY LOCATED AT THE SOUTHWEST CORNER OF GALENA ROAD AND ROUTE 47 WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing non-home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and WHEREAS, under section 11-13-1.1 of the Illinois Municipal Code (65 ILCS 5/1-1-1 et seq.) the Mayor and the City Council of the City (collectively, the “Corporate Authorities”) may provide for the classification of special uses in its zoning ordinance; and WHEREAS, pursuant to the United City of Yorkville Unified Development Ordinance (the “UDO”), any person owning or having an interest in property may file an application to use such land for one or more of the special uses provided for in the zoning district in which the land is situated; and WHEREAS, Nexamp d/b/a Yorkville Renewables, LLC, an Illinois limited liability company (“the Lessee”), is leasing approximately 23 acres for the proposed installation of approximately 11,712 freestanding solar energy systems on the property owned by Daniel A. and Charne S. Nagal, located at the southwest corner of Galena Road and Illinois Route 47 (N. Bridge Street) (“Subject Property”) legally described in Section 2 of this Ordinance; and WHEREAS, under the authority of the UDO, the Subject Property is located in a designated A-1 Agricultural District and freestanding solar systems are allowed with a special use permit; and Ordinance No. 2024-____ Page 2 WHEREAS, the Corporate Authorities have received a request from the Lessee for a special use permit for the Subject Property to allow the solar farm with freestanding solar energy systems; and WHEREAS, a legal notice of publication regarding a public hearing before the Planning and Zoning Commission on the proposed special use permit was duly published in a newspaper of general circulation in the City, not more than thirty (30) nor less than fifteen (15) days prior to the public hearing; and WHEREAS, notice to property owners within 500 feet of the Subject Property identified for the special use permit was sent by certified mail; and WHEREAS, the Planning and Zoning Commission convened and held a public hearing on September 11, 2024, for the consideration of the special use application; and WHEREAS, the Planning and Zoning Commission reviewed the standards set forth in Section 10-8-5D of the UDO; and WHEREAS, upon conclusion of said public hearing, the Planning and Zoning Commission made findings of fact and recommendation to the Corporate Authorities the approval with conditions for the special use for the Subject Property for a solar farm with freestanding solar energy systems; and WHEREAS, an objection to the requested relief was filed by the owner of 20% or more of the frontage immediately adjoining the property at issue, pursuant to Section 10-8-5 of the UDO and Section 11-13-14 of the Illinois Municipal Code, and therefore a two-thirds affirmative vote of the City Council is required to grant the requested relief; and NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Ordinance No. 2024-____ Page 3 Section 1. The above recitals are incorporated herein and made a part of this Ordinance. Section 2. That the Corporate Authorities hereby approve the special use for the Subject Property, legally described as: PARENT PARCEL LEGAL DESCRIPTION: LEGAL DESCRIPTION PER NEAR NORTH TITLE GROUP TITLE COMMITMENT IL1808635-114 DATED SEPTEMBER 28, 2023 & DOC. NO.: 202100021967 & 202100002603. THAT PART OF THE EAST HALF OF SECTION 8 AND THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY ALONG THE CENTERLINE OF SAID OLD GALENA ROAD TO THE WEST LINE •OF 1HE SOUTHEAST QUARTER OF SECTION 5; THENCE SOUTH ALONG SAID WEST LINE• AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO A POINT 1080.00 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01 DEGREE 00 MINUTES 03 SECONDS WEST (BEARINGS ASSUMED FOR DESCRIPTION PURPOSES ONLY) 3404.28 Ordinance No. 2024-____ Page 4 FEET ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO THE POINT OF BEGINNING; THENCE SOUTH 86 DEGREES 50 MINUTES 24 SECONDS EAST, 202.52 FEET; THENCE SOUTH 07 DEGREES 50 MINUTES 38 SECONDS EAST, 23.88 FEET; THENCE NORTH 86 DEGREES 41 MINUTES 57 SECONDS EAST, 65.30 FEET; THENCE NORTH 83 DEGREES 59 MINUTES 57 SECONDS EAST, 125.00 FEET; THENCE SOUTH 06 DEGREES 04 MINUTES 54 SECONDS EAST, 79.10 FEET; THENCE SOUTH 14 DEGREES 15 MINUTES 17 SECONDS EAST, 67.24 FEET; THENCE SOUTH 30 DEGREES 16 MINUTES 13 SECONDS EAST, 44.66 FEET; THENCE SOUTH 29 DEGREES 19 MINUTES 38 SECONDS EAST, 22.58 FEET; THENCE NORTH 89 DEGREES 16 MINUTES 13 SECONDS EAST, 991.74 FEET; THENCE NORTHERLY, 143.34 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 515.67 FEET, THE CHORD OF SAID CURVE BEARING NORTH 13 DEGREES 02 MINUTES 53 SECONDS EAST; THENCE NORTH 21 DEGREES 01 MINUTE 18 SECONDS EAST 318.85 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 218.64 FEET ALONG A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 385.00 FEET, THE CHORD OF SAID CURVE BEARING NORTH 04 DEGREES 45 MINUTES 09 SECONDS EAST; THENCE NORTH 11 DEGREES 31 MINUTES 00 SECONDS WEST TANGENT TO THE LAST DESCRIBED COURSE, 217.08 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 111.06 FEET ALONG A CURVE CONCAVE TO THE EAST, Ordinance No. 2024-____ Page 5 HAVING A RADIUS OF 872.13 FEET, THE CHORD OF SAID CURVE BEARING NORTH 07 DEGREES 52 MINUTES 07 SECONDS WEST; THENCE NORTH 06 DEGREES 19 MINUTES 17 SECONDS WEST, 33.01 FEET; THENCE NORTH 05 DEGREES 23 MINUTES 16 SECONDS WEST, 151.18 FEET; THENCE NORTHERLY, 142.11 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 623.89 FEET, THE CHORD OF SAID CURVE BEARING NORTH 09 DEGREES 31 MINUTES 35 SECONDS EAST; THENCE NORTH 16 DEGREES 03 MINUTES 07 SECONDS EAST, 50.00 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF GALENA ROAD AS ESTABLISHED PER DOCUMENT 145913 RECORDED JUNE 5, 1964; THENCE SOUTH 73 DEGREES 56 MINUTES 53 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 1111.62 FEET TO THE EAST LINE OF THE AFOREMENTIONED EAST HALF OF SECTION 8; THENCE SOUTH 01 DEGREE 06 MINUTES 41 SECONDS EAST ALONG SAID EAST LINE, 1188.97 FEET TO THE INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 AS ESTABLISHED PER DOCUMENT 910147 (THE FOLLOWING TWO COURSES ARE ALONG SAID WESTERLY RIGHT-OF-WAY LINE); THENCE SOUTHERLY, 496.43 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 2259.20 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 05 DEGREES 11 MINUTES 01 SECOND WEST; THENCE SOUTH 01 DEGREE 06 MINUTES 41 SECONDS EAST, 118.67 FEET; THENCE SOUTH 88 DEGREES 53 MINUTES 19 SECONDS WEST, 450.34 Ordinance No. 2024-____ Page 6 FEET; THENCE NORTH 09 DEGREES 39 MINUTES 39 SECONDS EAST, 183.43 FEET; THENCE NORTH 87 DEGREES 18 MINUTES 59 SECONDS WEST, 68.19 FEET; THENCE SOUTH 77 DEGREES 17 MINUTES 38 SECONDS WEST, 142.43 FEET; THENCE SOUTH 64 DEGREES 38 MINUTES 07 SECONDS WEST, 40.98 FEET; THENCE SOUTH 56 DEGREES 27 MINUTES 23 SECONDS WEST, 62.20 FEET; THENCE SOUTH 54 DEGREES 35 MINUTES 06 SECONDS WEST, 47.33 FEET; THENCE SOUTH 60 DEGREES 03 MINUTES 18 SECONDS WEST, 101.98 FEET; THENCE SOUTH 69 DEGREES 40 MINUTES 43 SECONDS WEST, 181.54 FEET; THENCE SOUTH 35 DEGREES 33 MINUTES 08 SECONDS WEST, 33.43 FEET; THENCE SOUTH 86 DEGREES 05 MINUTES 40 SECONDS WEST, 147.85 FEET; THENCE NORTH 78 DEGREES 13 MINUTES 45 SECONDS WEST, 80.00 FEET; THENCE NORTH 59 DEGREES 05 MINUTES 34 SECONDS WEST, 153.76 FEET; THENCE NORTH 74 DEGREES 47 MINUTES 54 SECONDS WEST, 27.24 FEET; THENCE NORTH 06 DEGREES 17 MINUTES 38 SECONDS WEST, 224.12 FEET; THENCE NORTH 73 DEGREES 10 MINUTES 01 SECOND WEST, 184.74 FEET; THENCE NORTH 85 DEGREES 19 MINUTES 13 SECONDS WEST, 118.52 FEET; THENCE SOUTH 33 DEGREES 11 MINUTES 19 SECONDS WEST, 84.38 FEET; THENCE SOUTH 34 DEGREES 29 MINUTES 59 SECONDS WEST, 90.01 FEET; THENCE SOUTH 46 DEGREES 15 MINUTES 48 SECONDS WEST, 122.93 FEET; THENCE SOUTH 64 DEGREES 24 MINUTES 44 SECONDS WEST, 53.07 FEET; THENCE SOUTH 89 DEGREES 30 MINUTES 40 SECONDS WEST, Ordinance No. 2024-____ Page 7 70.96 FEET; THENCE NORTH 76 DEGREES 54 MINUTES 34 SECONDS WEST, 59.31 FEET; THENCE NORTH 61 DEGREES 03 MINUTES 12 SECONDS WEST, 59.31 FEET; THENCE NORTH 45 DEGREES 11 MINUTES 49 SECONDS WEST, 59.31 FEET; THENCE SOUTH 52 DEGREES 43 MINUTES 52 SECONDS WEST, 150.00 FEET; THENCE NORTHWESTERLY, 72.66 FEET ALONG A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 365.00 FEET, THE CHORD OF SAID CURVE BEARING NORTH 31 DEGREES 33 MINUTES 56 SECONDS WEST; THENCE SOUTH 64 DEGREES 08 MINUTES 15 SECONDS WEST, 204.82 FEET; THENCE SOUTH 88 DEGREES 59 MINUTES 57 SECONDS WEST, 68.98 FEET TO THE AFOREMENTIONED WEST LINE OF THE EAST HALF OF SECTION 8; THENCE NORTH 01 DEGREE 00 MINUTES 03 SECONDS WEST ALONG SAID WEST LINE, 957.25 FEET TO THE POINT OF BEGINNING, IN KENDALL COUNTY, ILLINOIS. EXCEPT THAT PORTION THEREOF DESCRIBED IN THE QUIT CLAIM DEED RECORDED AUGUST 16, 2018 AS DOCUMENT 201800011813, DESCRIBED AS FOLLOWS: THAT PART OF THE EAST HALF OF SECTION 8 AND THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS SOUTH OF THE NORTHEAST CORNER OF Ordinance No. 2024-____ Page 8 THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY ALONG THE CENTERLINE OF SAID OLD GALENA ROAD TO THE WEST LINE •OF 1HE SOUTHEAST QUARTER OF SECTION 5; THENCE SOUTH ALONG SAID WEST LINE• AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO A POINT 1080.00 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST (BEARINGS ASSUMED FOR DESCRIPTION PURPOSES ONLY), 3404.28 FEET ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO THE POINT OF BEGINNING; THENCE SOUTH 86°50'24" EAST, 202.52 FEET; THENCE SOUTH 07°50'38" EAST, 23.88 FEET; THENCE NORTH 86°41'57" EAST, 65.30 FEET; THENCE NORTH 83°59'57" EAST, 125.00 FEET; THENCE SOUTH 06°04'54" EAST, 79.10 FEET; THENCE SOUTH 14°15'17" EAST, 67.24 FEET; THENCE SOUTH 30°16'13" EAST, 44.66 FEET; THENCE SOUTH 29°19'38" EAST, 22.58 FEET; THENCE NORTH 89°16'13" EAST, 991. 74 FEET; THENCE NORTHERLY, 143.34 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 515.67 FEET, THE CHORD OF SAID CURVE BEARING NORTH 13°02'53" EAST; THENCE NORTH 21°01'18" EAST, 318.85 FEET; THENCE NORTHERLY TANGENT TO THE LAST DESCRIBED COURSE, 218.64 FEET ALONG A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 385.0 FEET, THE CHORD OF SAID CURVE Ordinance No. 2024-____ Page 9 BEARING NORTH 04°45'09" EAST; THENCE NORTH 11°31'00" WEST TANGENT TO THE LAST DESCRIBED COURSE, 217.08 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 111.06 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 872.13 FEET, THE CHORD OF SAID CURVE BEARING NORTH 07°52'07" WEST; THENCE NORTH 06°19'17" WEST, 33.01 FEET; THENCE NORTH 05°23'16" WEST, 151.18 FEET; THENCE NORTHERLY, 142.11 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 623.89 FEET, THE CHORD OF SAID CURVE BEARING NORTH 09°31'35" EAST; THENCE NORTH 16°03'07" EAST, 50.0 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF GALENA ROAD AS ESTABLISHED PER DOCUMENT 145913 RECORDED JUNE 5, 1964; THENCE SOUTH 73°56'53" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 1111.62 FEET TO THE EAST LINE OF THE AFOREMENTIONED EAST HALF OF SECTION 8; THENCE SOUTH 01°06'41" EAST ALONG SAID EAST LINE, 1188.97 FEET TO THE INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 AS ESTABLISHED PER DOCUMENT 910147 (THE FOLLOWING TWO COURSES ARE ALONG SAID WESTERLY RIGHT-OF- WAY LINE); THENCE SOUTHERLY, 496.43 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 2259.20 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 05°11'01" WEST; THENCE SOUTH 01°06'41" EAST, 118.67 FEET; THENCE SOUTH 88°53'19" WEST, 450.34 FEET; THENCE NORTH 09°39'39" EAST, 183.43 FEET; THENCE Ordinance No. 2024-____ Page 10 NORTH 87°18'59" WEST, 68.19 FEET; THENCE SOUTH 77°17'38" WEST, 142.43 FEET; THENCE SOUTH 87°18'59" WEST, 68.19 FEET; THENCE SOUTH 77°17'38" WEST, 142.43 FEET; THENCE SOUTH 64°38'07" WEST, 40,98 FEET; THENCE SOUTH 56°27'23" WEST, 62.20 FEET; THENCE SOUTH 54°35'06" WEST, 47.33 FEET; THENCE SOUTH 60°03'18" WEST, 101.98 FEET; THENCE SOUTH 69°40'43" WEST, 181.54 FEET; THENCE SOUTH 35°33'08" WEST, 33.43 FEET; THENCE SOUTH 86°05'40" WEST, 147.85 FEET; THENCE SOUTH 78°13'45" WEST, 80.0 FEET; THENCE NORTH 59°05'34" WEST, 153.76 FEET; THENCE NORTH 74°47'54" WEST, 27.24 FEET; THENCE NORTH 06°17'38" WEST, 224.12 FEET; THENCE NORTH 73°10'01'' WEST, 184.74 FEET; THENCE NORTH 85°19'13" WEST, 118.52 FEET; THENCE SOUTH 33°11'19" WEST, 84.38 FEET; THENCE SOUTH 34°29'59" WEST, 90.01 FEET; THENCE SOUTH 46°15' 48" WEST, 122.93 FEET; THENCE SOUTH 64°24'44" WEST, 53.07 FEET; THENCE SOUTH 89°30'40" WEST, 70.96 FEET; THENCE NORTH 76°54'34" WEST, 59.31 FEET; THENCE NORTH 61°03'12" WEST, 59.31 FEET; THENCE NORTH 45°11'49" WEST, 59.31 FEET; THENCE SOUTH 52°43'52" WEST, 150.0 FEET; THENCE NORTHWESTERLY, 72.66 FEET ALONG A CURVE TO THE NORTHEAST, HAVING A RADIUS OF 365.0 FEET, THE CHORD OF SAID CURVE BEARING NORTH 31°33'56" WEST; THENCE SOUTH 64°08'15" WEST, 204.82 FEET; THENCE SOUTH 88°59'57" WEST, 68.98 FEET TO THE AFOREMENTIONED WEST LINE OF THE EAST HALF OF SECTION 8; THENCE NORTH 01°00'03" WEST ALONG SAID WEST LINE, Ordinance No. 2024-____ Page 11 957.25 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PART OF THE ABOVE-DESCRIBED TRACT LYING NORTH OF A LINE DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8, A DISTANCE OF 3579.88 FEET TO THE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 88°59'57" EAST PERPENDICULAR TO SAID WEST LINE, 2172.88 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED TO TEQUILA SUNRISE ENTERPRISES, LLC BY SPECIAL WARRANTY DEED RECORDED DECEMBER 19, 2013 AS DOCUMENT 201300024760 FOR THE POINT OF TERMINATION OF SAID LINE; ALL IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. ALSO, INCLUDING THE LAND DESCRIBED IN QUIT CLAIM DEED RECORDED AUGUST 16, 2018 AS DOCUMENT 201800011814, DESCRIBED AS FOLLOWS: THAT PART OF THE EAST HALF OF SECTION 8, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS ( 58.74 FEET) SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE Ordinance No. 2024-____ Page 12 NORTHWESTERLY, ALONG THE CENTERLINE OF SAID OLD GALENA ROAD, TO THE WEST LINE OF THE SOUTHEAST QUARTER OF SECTION 5; THENCE SOUTH, ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8, TO A POINT 1080.0 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 64°02'00" EAST, 308.99 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 64°02'00" WEST, 308.99 FEET, ALONG THE LAST DESCRIBED COURSE TO THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 AT A POINT 1080.0 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST, 2447.03 FEET ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8; THENCE NORTH 88°59'57" EAST, 68.98 FEET; THENCE NORTH 64°08'15" EAST, 204.82 FEET; THENCE SOUTHEASTERLY, 72.66 FEET ALONG A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 365.0 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 31°33'56" EAST; THENCE NORTH 52°43'52" EAST, 150.0 FEET; THENCE SOUTH 45°11'49" EAST, 59.31 FEET; THENCE SOUTH 61°03'12" EAST, 59.31 FEET; THENCE SOUTH 76°54'34" EAST, 59.31 FEET; THENCE NORTH 89°30'40" EAST, 70.96 FEET; THENCE NORTH 64°24'44" EAST, 53.07 FEET; THENCE NORTH 46°15'48" EAST, 122.93 FEET; THENCE NORTH 34°29'59" EAST, 90.01 FEET; THENCE NORTH 33°11'19" EAST, 84.38 FEET; THENCE SOUTH 85°19'13" EAST, 118.52 FEET; THENCE Ordinance No. 2024-____ Page 13 SOUTH 73°10'01" EAST, 184.74 FEET; THENCE SOUTH 06°17'38" EAST, 224.12 FEET; THENCE SOUTH 74°47'54" EAST, 27.24 FEET; THENCE SOUTH 59°05'34" EAST, 153.76 FEET; THENCE SOUTH 78°13'45" EAST, 80.0 FEET; THENCE NORTH 86°05'40" EAST, 147.85 FEET; THENCE NORTH 35°33'08" EAST, 33.43 FEET; THENCE NORTH 69°40'43" EAST, 181.54 FEET; THENCE NORTH 60°03'18" EAST, 101.98 FEET; THENCE NORTH 54°35'06" EAST, 47.33 FEET; THENCE NORTH 56°27'23" EAST, 62.20 FEET; THENCE NORTH 64°38'07" EAST, 40.98 FEET; THENCE NORTH 77°17'38" EAST, 142.43 FEET; THENCE SOUTH 87°18'59" EAST, 68.19 FEET; THENCE SOUTH 09°39'39" WEST, 1000.44 FEET; THENCE SOUTH 73°08'14" WEST, 437.67 FEET; THENCE SOUTH 61°50'59" WEST, 297.0 FEET; THENCE SOUTH 39°47'51" WEST, 1584.39 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PART OF THE ABOVE-DESCRIBED TRACT LYING SOUTH OF A LINE DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8, A DISTANCE OF 3579.88 FEET TO THE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 88°59'57" EAST PERPENDICULAR TO SAID WEST LINE, 2172.88 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED TO TEQUILA SUNRISE ENTERPRISES, LLC BY SPECIAL WARRANTY DEED RECORDED DECEMBER 19, 2013 AS DOCUMENT 201300024760 FOR THE POINT OF Ordinance No. 2024-____ Page 14 TERMINATION OF SAID LINE; ALL IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. •SURVEYOR'S NOTE: SCRIVENERS ERROR FOUND IN TITILE COMMITMENT SCHEDULE A, CORRECTED PER WARRANTY DEED RECORDED 1/29/2021 AS DOCUMENT NUMBER 202100002603• AS-SURVEYED LEGAL DESCRIPTION: THAT PART OF THE EAST HALF OF SECTION 8 AND THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY ALONG THE CENTERLINE OF SAID OLD GALENA ROAD TO THE WEST LINE •OF THE SOUTHEAST QUARTER OF SECTION 5; 1HENCE SOU1H ALONG SAID WEST LINE• AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO A POINT 1080.00 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01 DEGREE 00 MINUTES 04 SECONDS WEST 3404.23 FEET ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION Ordinance No. 2024-____ Page 15 8 TO THE POINT OF BEGINNING; THENCE SOUTH 86 DEGREES 50 MINUTES 28 SECONDS EAST, 202.57 FEET; THENCE SOUTH 07 DEGREES 50 MINUTES 42 SECONDS EAST, 23.88 FEET; THENCE NORTH 86 DEGREES 41 MINUTES 53 SECONDS EAST, 65.30 FEET; THENCE NORTH 83 DEGREES 59 MINUTES 53 SECONDS EAST, 125.00 FEET; THENCE SOUTH 06 DEGREES 04 MINUTES 58 SECONDS EAST, 79.10 FEET; THENCE SOUTH 14 DEGREES 15 MINUTES 21 SECONDS EAST, 67.24 FEET; THENCE SOUTH 30 DEGREES 16 MINUTES 17 SECONDS EAST, 44.66 FEET; THENCE SOUTH 29 DEGREES 19 MINUTES 42 SECONDS EAST, 22.58 FEET; THENCE NORTH 89 DEGREES 16 MINUTES 10 SECONDS EAST, 991.82 FEET; THENCE NORTHERLY, 143.33 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 515.67 FEET, THE CHORD OF SAID CURVE BEARING NORTH 13 DEGREES 02 MINUTES 53 SECONDS EAST; THENCE NORTH 21 DEGREES 01 MINUTE 18 SECONDS EAST 318.85 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 218.64 FEET ALONG A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 385.00 FEET, THE CHORD OF SAID CURVE BEARING NORTH 04 DEGREES 45 MINUTES 09 SECONDS EAST; THENCE NORTH 11 DEGREES 31 MINUTES 00 SECONDS WEST TANGENT TO THE LAST DESCRIBED COURSE, 217.08 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 111.06 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 872.13 FEET, THE CHORD OF SAID CURVE BEARING NORTH Ordinance No. 2024-____ Page 16 07 DEGREES 52 MINUTES 07 SECONDS WEST; THENCE NORTH 06 DEGREES 19 MINUTES 17 SECONDS WEST, 33.01 FEET; THENCE NORTH 05 DEGREES 23 MINUTES 16 SECONDS WEST, 151.18 FEET; THENCE NORTHERLY, 142.11 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 623.89 FEET, THE CHORD OF SAID CURVE BEARING NORTH 09 DEGREES 31 MINUTES 35 SECONDS EAST; THENCE NORTH 16 DEGREES 03 MINUTES 07 SECONDS EAST, 52.18 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF GALENA ROAD AS ESTABLISHED PER DOCUMENT 145913 RECORDED JUNE 5, 1964; THENCE SOUTH 73 DEGREES 50 MINUTES 13 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 1111.45 FEET TO THE EAST LINE OF THE AFOREMENTIONED EAST HALF OF SECTION 8; THENCE SOUTH 01 DEGREE 06 MINUTES 42 SECONDS EAST ALONG SAID EAST LINE, 1189.49 FEET TO THE INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 AS ESTABLISHED PER DOCUMENT 910147 (THE FOLLOWING TWO COURSES ARE ALONG SAID WESTERLY RIGHT-OF-WAY LINE); THENCE SOUTHERLY, 495.91 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 2259.20 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 05 DEGREES 10 MINUTES 32 SECOND WEST; THENCE SOUTH 01 DEGREE 06 MINUTES 47 SECONDS EAST, 118.69 FEET; THENCE SOUTH 88 DEGREES 53 MINUTES 15 SECONDS WEST, 450.38 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED TO TEQUILA SUNRISE Ordinance No. 2024-____ Page 17 ENTERPRISES, LLC BY SPECIAL WARRANTY DEED RECORDED DECEMBER 19, 2013 AS DOCUMENT 201300024760; THENCE NORTH 09 DEGREES 39 MINUTES 35 SECONDS EAST 114.02 FEET ALONG SAID EASTERLY LINE; THENCE SOUTH 88 DEGREES 59 MINUTES 56 SECONDS WEST 2172.95 TO THE WEST LINE OF SAID EAST HALF; THENCE NORTH 01 DEGREE 00 MINUTES 04 SECONDS WEST 904.35 FEET ALONG SAID WEST LINE TO THE POINT OF BEGINNING. •SURVEYOR'S NOTE: CORRECTION PER WARRANTY DEED RECORDED 1/29/2021 AS DOCUMENT NUMBER 202100002603• with Property Index Numbers 02-05-400-005 and 02-08-200-03 or use as a solar farm with freestanding solar energy systems. Section 3. That the special use granted herein shall be constructed, operated, and maintained in accordance with the following plans, diagrams and conditions: A. One paved parking pad for off-street parking on the site. B. A blanket easement over the property to allow the City or its contractor to enter and remove the abandoned system in compliance with the City Code. C. Approval of the City Public Works Director and City Engineer on the road composition. D. A performance guarantee in an amount of $1,741,254 as recommended by the City Engineer, attached hereto and made a part hereof as Exhibit A. E. Utilization of a modified Type D transition zone at a minimum of the eastern border facing Route 47. F. Compliance with work items listed in the review letters prepared by Engineering Enterprises, Inc. (EEI) dated October 19, 2023 revised July 10, 2024 and August 27, 2024, attached hereto and made a part hereof as Exhibit B. G. The developer clearly mark the location of the driveway access to alert drivers of the site entry and provide additional traffic management. Ordinance No. 2024-____ Page 18 H. Substantial conformance with Special Use Application Plans prepared by Atwell, LLC and submitted by Nexamp, last revised and dated 08-15-2024, attached hereto and made a part hereof as Exhibit C. Section 4. That this Ordinance shall be in full force and effect upon its passage, approval and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ SEAVER TARULIS _________ RUSTY CORNEILS _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ MAYOR Attest: ______________________________ CITY CLERK Exhibit A Exhibit B © 2024 Microsoft Corporation © 2023 TomTom © 22024 4 Micicrosooft CoCorpoporatition © 2023 TomTom ppDUPAGECOOKDEKALBKANEGRUNDYLASALLEWILLKENDALLDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.C-000COVER SHEETILLINOISKENDALL COUNTYNOT TO SCALEYORKVILLE RENEWABLESGOVERNING AGENCIES CONTACTSAPPLICANTYORKVILLE RENEWABLES, LLC101 NORTH WACKER DRIVE, SUITE 200CHICAGO, ILLINOIS 60606CONTACT: MATT WALSHCONSULTANTNEXAMP, INC.101 NORTH WACKER DRIVE, SUITE 200CHICAGO, ILLINOIS 60606CONTACT: MATT WALSHE: MWALSH@NEXAMP.COMCIVIL ENGINEER/LANDSCAPEARCHITECT/SURVEYORATWELL, LLC1250 E. DIEHL ROAD, SUITE 300NAPERVILLE, IL 60563PHONE: (303) 825-7100E: MKEITH@ATWELL-GROUP.COMCONTACT: MICHAEL KEITH, P.E.PLANNING - ZONING -LANDSCAPE - SIGNAGEJASON ENGBERGYORKVILLE PLANNING & ZONING651 PRAIRIE POINTEYORKVILLE, IL 60560T: (630) 553-8555E: JENGBERG@YORKVILLE.IL.USENGINEERINGBRADLEY SANDERSONYORKVILLE ENGINEER651 PRAIRIE POINTEYORKVILLE, IL 60560T: (630) 466-6720E: BSANDERSON@EEIWEB.COMBUILDINGPETE RATOSYORKVILLE BUILDING SAFETY & ZONING651 PRAIRIE POINTEYORKVILLE, IL 60560T: (630) 553-8549E: PRATOS@YORKVILLE.IL.USSITESITEVICINITY MAPNOT TO SCALE9-1-1 ADDRESSTBDSHEET INDEXC-000COVER SHEETC-001LEGAL DESCRIPTIONC-100EXISTING CONDITIONS PLANC-200SOIL EROSION AND SEDIMENTATION CONTROL PLANC-201 SOIL EROSION AND SEDIMENATION CONTROL NOTES AND DETAILSC-300 SITE LAYOUT PLANC-400 GRADING AND STORMWATER PLANC-401 GRADING PLAN - ACCESS ROADC-500 LANDSCAPE PLANC-501 DETAILED LANDSCAPE PLANC-600 STANDARD DETAILSC-601 STANDARD DETAILSExhibit C DDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.C-001LEGAL DESCRIPTIONLEGAL DESCRIPTION ΔΔΔΔΔΔDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.C-100EXISTING CONDITIONS PLAN C-201SOIL EROSION ANDSEDIMENATION CONTROLNOTES AND DETAILSxxxxxx’SITEDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig. C-300SITE LAYOUT PLANDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig. C-401GRADING PLAN - ACCESS ROADDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig. DDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.C-500LANDSCAPE PLANxxxxxxxxx DDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.C-501DETAILED LANDSCAPE PLAN C-600STANDARD DETAILSDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.IN THE EVENT OF AN EMERGENCYPLEASE DIAL 9-1-1FOLLOWED BY A SECOND CALL TO:857-239-0057YOUR LOCATION IS:TBD, Galena RoadYorkville, IL 60512 DDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.“”“”C-601STANDARD DETAILS Ordinance No. 2024-____ Page 1 Ordinance No. 2024-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, GRANTING A PROPERTY LINE SETBACK VARIANCE FOR CERTAIN TERRITORY GENERALLY LOCATED AT THE SOUTHWEST CORNER OF GALENA ROAD AND ROUTE 47 WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing non-home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and WHEREAS, pursuant to the Illinois Municipal Code (65 ILCS 5/11-13-5) the Mayor and City Council of the City (the “Corporate Authorities”) may provide for and allow variances to provide relief when strict compliance with the requirements of the City of Yorkville Unified Development Ordinance (the “UDO”) presents a particular hardship; and WHEREAS, Nexamp d/b/a Yorkville Renewables, LLC, an Illinois limited liability company (the “Applicant”), requested relief from Section 10-4-13 of the UDO requiring the yard setbacks for solar farm equipment to be 100 feet from the property line; and WHEREAS, notice of a public hearing on said application was published and pursuant to said notice the Planning and Zoning Commission of the City conducted a public hearing on September 11, 2024, on said application in accordance with the State statutes and the ordinances of the City; and WHEREAS, the Planning and Zoning Commission made the required written Findings of Fact finding that the variation met the standards in Section 10-8-9C of the UDO and recommended that the variance be granted; and WHEREAS, an objection to the requested relief was filed by the owner of 20% or more of the frontage immediately adjoining the property at issue, pursuant to Section 10-8-5 of the UDO Ordinance No. 2024-____ Page 2 and Section 11-13-14 of the Illinois Municipal Code, and therefore a two-thirds affirmative vote of the City Council is required to grant the requested relief; and WHEREAS, the Corporate Authorities of the City of Yorkville have received and considered the recommendation of the Planning and Zoning Commission. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The above recitals are incorporated herein and made a part of this Ordinance. Section 2. That this Ordinance shall apply to the Subject Property legally described as: PARENT PARCEL LEGAL DESCRIPTION: LEGAL DESCRIPTION PER NEAR NORTH TITLE GROUP TITLE COMMITMENT IL1808635-114 DATED SEPTEMBER 28, 2023 & DOC. NO.: 202100021967 & 202100002603. THAT PART OF THE EAST HALF OF SECTION 8 AND THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY ALONG THE CENTERLINE OF SAID OLD GALENA ROAD TO THE WEST LINE •OF 1HE SOUTHEAST QUARTER OF SECTION 5; THENCE SOUTH ALONG SAID Ordinance No. 2024-____ Page 3 WEST LINE• AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO A POINT 1080.00 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01 DEGREE 00 MINUTES 03 SECONDS WEST (BEARINGS ASSUMED FOR DESCRIPTION PURPOSES ONLY) 3404.28 FEET ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO THE POINT OF BEGINNING; THENCE SOUTH 86 DEGREES 50 MINUTES 24 SECONDS EAST, 202.52 FEET; THENCE SOUTH 07 DEGREES 50 MINUTES 38 SECONDS EAST, 23.88 FEET; THENCE NORTH 86 DEGREES 41 MINUTES 57 SECONDS EAST, 65.30 FEET; THENCE NORTH 83 DEGREES 59 MINUTES 57 SECONDS EAST, 125.00 FEET; THENCE SOUTH 06 DEGREES 04 MINUTES 54 SECONDS EAST, 79.10 FEET; THENCE SOUTH 14 DEGREES 15 MINUTES 17 SECONDS EAST, 67.24 FEET; THENCE SOUTH 30 DEGREES 16 MINUTES 13 SECONDS EAST, 44.66 FEET; THENCE SOUTH 29 DEGREES 19 MINUTES 38 SECONDS EAST, 22.58 FEET; THENCE NORTH 89 DEGREES 16 MINUTES 13 SECONDS EAST, 991.74 FEET; THENCE NORTHERLY, 143.34 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 515.67 FEET, THE CHORD OF SAID CURVE BEARING NORTH 13 DEGREES 02 MINUTES 53 SECONDS EAST; THENCE NORTH 21 DEGREES 01 MINUTE 18 SECONDS EAST 318.85 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 218.64 FEET ALONG A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 385.00 FEET, Ordinance No. 2024-____ Page 4 THE CHORD OF SAID CURVE BEARING NORTH 04 DEGREES 45 MINUTES 09 SECONDS EAST; THENCE NORTH 11 DEGREES 31 MINUTES 00 SECONDS WEST TANGENT TO THE LAST DESCRIBED COURSE, 217.08 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 111.06 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 872.13 FEET, THE CHORD OF SAID CURVE BEARING NORTH 07 DEGREES 52 MINUTES 07 SECONDS WEST; THENCE NORTH 06 DEGREES 19 MINUTES 17 SECONDS WEST, 33.01 FEET; THENCE NORTH 05 DEGREES 23 MINUTES 16 SECONDS WEST, 151.18 FEET; THENCE NORTHERLY, 142.11 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 623.89 FEET, THE CHORD OF SAID CURVE BEARING NORTH 09 DEGREES 31 MINUTES 35 SECONDS EAST; THENCE NORTH 16 DEGREES 03 MINUTES 07 SECONDS EAST, 50.00 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF GALENA ROAD AS ESTABLISHED PER DOCUMENT 145913 RECORDED JUNE 5, 1964; THENCE SOUTH 73 DEGREES 56 MINUTES 53 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 1111.62 FEET TO THE EAST LINE OF THE AFOREMENTIONED EAST HALF OF SECTION 8; THENCE SOUTH 01 DEGREE 06 MINUTES 41 SECONDS EAST ALONG SAID EAST LINE, 1188.97 FEET TO THE INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 AS ESTABLISHED PER DOCUMENT 910147 (THE FOLLOWING TWO COURSES ARE ALONG SAID WESTERLY RIGHT-OF-WAY LINE); Ordinance No. 2024-____ Page 5 THENCE SOUTHERLY, 496.43 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 2259.20 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 05 DEGREES 11 MINUTES 01 SECOND WEST; THENCE SOUTH 01 DEGREE 06 MINUTES 41 SECONDS EAST, 118.67 FEET; THENCE SOUTH 88 DEGREES 53 MINUTES 19 SECONDS WEST, 450.34 FEET; THENCE NORTH 09 DEGREES 39 MINUTES 39 SECONDS EAST, 183.43 FEET; THENCE NORTH 87 DEGREES 18 MINUTES 59 SECONDS WEST, 68.19 FEET; THENCE SOUTH 77 DEGREES 17 MINUTES 38 SECONDS WEST, 142.43 FEET; THENCE SOUTH 64 DEGREES 38 MINUTES 07 SECONDS WEST, 40.98 FEET; THENCE SOUTH 56 DEGREES 27 MINUTES 23 SECONDS WEST, 62.20 FEET; THENCE SOUTH 54 DEGREES 35 MINUTES 06 SECONDS WEST, 47.33 FEET; THENCE SOUTH 60 DEGREES 03 MINUTES 18 SECONDS WEST, 101.98 FEET; THENCE SOUTH 69 DEGREES 40 MINUTES 43 SECONDS WEST, 181.54 FEET; THENCE SOUTH 35 DEGREES 33 MINUTES 08 SECONDS WEST, 33.43 FEET; THENCE SOUTH 86 DEGREES 05 MINUTES 40 SECONDS WEST, 147.85 FEET; THENCE NORTH 78 DEGREES 13 MINUTES 45 SECONDS WEST, 80.00 FEET; THENCE NORTH 59 DEGREES 05 MINUTES 34 SECONDS WEST, 153.76 FEET; THENCE NORTH 74 DEGREES 47 MINUTES 54 SECONDS WEST, 27.24 FEET; THENCE NORTH 06 DEGREES 17 MINUTES 38 SECONDS WEST, 224.12 FEET; THENCE NORTH 73 DEGREES 10 MINUTES 01 SECOND WEST, 184.74 FEET; THENCE NORTH 85 DEGREES 19 MINUTES 13 SECONDS WEST, 118.52 FEET; THENCE SOUTH 33 Ordinance No. 2024-____ Page 6 DEGREES 11 MINUTES 19 SECONDS WEST, 84.38 FEET; THENCE SOUTH 34 DEGREES 29 MINUTES 59 SECONDS WEST, 90.01 FEET; THENCE SOUTH 46 DEGREES 15 MINUTES 48 SECONDS WEST, 122.93 FEET; THENCE SOUTH 64 DEGREES 24 MINUTES 44 SECONDS WEST, 53.07 FEET; THENCE SOUTH 89 DEGREES 30 MINUTES 40 SECONDS WEST, 70.96 FEET; THENCE NORTH 76 DEGREES 54 MINUTES 34 SECONDS WEST, 59.31 FEET; THENCE NORTH 61 DEGREES 03 MINUTES 12 SECONDS WEST, 59.31 FEET; THENCE NORTH 45 DEGREES 11 MINUTES 49 SECONDS WEST, 59.31 FEET; THENCE SOUTH 52 DEGREES 43 MINUTES 52 SECONDS WEST, 150.00 FEET; THENCE NORTHWESTERLY, 72.66 FEET ALONG A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 365.00 FEET, THE CHORD OF SAID CURVE BEARING NORTH 31 DEGREES 33 MINUTES 56 SECONDS WEST; THENCE SOUTH 64 DEGREES 08 MINUTES 15 SECONDS WEST, 204.82 FEET; THENCE SOUTH 88 DEGREES 59 MINUTES 57 SECONDS WEST, 68.98 FEET TO THE AFOREMENTIONED WEST LINE OF THE EAST HALF OF SECTION 8; THENCE NORTH 01 DEGREE 00 MINUTES 03 SECONDS WEST ALONG SAID WEST LINE, 957.25 FEET TO THE POINT OF BEGINNING, IN KENDALL COUNTY, ILLINOIS. EXCEPT THAT PORTION THEREOF DESCRIBED IN THE QUIT CLAIM DEED RECORDED AUGUST 16, 2018 AS DOCUMENT 201800011813, DESCRIBED AS FOLLOWS: Ordinance No. 2024-____ Page 7 THAT PART OF THE EAST HALF OF SECTION 8 AND THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY ALONG THE CENTERLINE OF SAID OLD GALENA ROAD TO THE WEST LINE •OF 1HE SOUTHEAST QUARTER OF SECTION 5; THENCE SOUTH ALONG SAID WEST LINE• AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO A POINT 1080.00 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST (BEARINGS ASSUMED FOR DESCRIPTION PURPOSES ONLY), 3404.28 FEET ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO THE POINT OF BEGINNING; THENCE SOUTH 86°50'24" EAST, 202.52 FEET; THENCE SOUTH 07°50'38" EAST, 23.88 FEET; THENCE NORTH 86°41'57" EAST, 65.30 FEET; THENCE NORTH 83°59'57" EAST, 125.00 FEET; THENCE SOUTH 06°04'54" EAST, 79.10 FEET; THENCE SOUTH 14°15'17" EAST, 67.24 FEET; THENCE SOUTH 30°16'13" EAST, 44.66 FEET; THENCE SOUTH 29°19'38" EAST, 22.58 FEET; THENCE NORTH 89°16'13" EAST, 991. 74 Ordinance No. 2024-____ Page 8 FEET; THENCE NORTHERLY, 143.34 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 515.67 FEET, THE CHORD OF SAID CURVE BEARING NORTH 13°02'53" EAST; THENCE NORTH 21°01'18" EAST, 318.85 FEET; THENCE NORTHERLY TANGENT TO THE LAST DESCRIBED COURSE, 218.64 FEET ALONG A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 385.0 FEET, THE CHORD OF SAID CURVE BEARING NORTH 04°45'09" EAST; THENCE NORTH 11°31'00" WEST TANGENT TO THE LAST DESCRIBED COURSE, 217.08 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 111.06 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 872.13 FEET, THE CHORD OF SAID CURVE BEARING NORTH 07°52'07" WEST; THENCE NORTH 06°19'17" WEST, 33.01 FEET; THENCE NORTH 05°23'16" WEST, 151.18 FEET; THENCE NORTHERLY, 142.11 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 623.89 FEET, THE CHORD OF SAID CURVE BEARING NORTH 09°31'35" EAST; THENCE NORTH 16°03'07" EAST, 50.0 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF GALENA ROAD AS ESTABLISHED PER DOCUMENT 145913 RECORDED JUNE 5, 1964; THENCE SOUTH 73°56'53" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 1111.62 FEET TO THE EAST LINE OF THE AFOREMENTIONED EAST HALF OF SECTION 8; THENCE SOUTH 01°06'41" EAST ALONG SAID EAST LINE, 1188.97 FEET TO THE INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 AS ESTABLISHED PER DOCUMENT 910147 (THE Ordinance No. 2024-____ Page 9 FOLLOWING TWO COURSES ARE ALONG SAID WESTERLY RIGHT-OF- WAY LINE); THENCE SOUTHERLY, 496.43 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 2259.20 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 05°11'01" WEST; THENCE SOUTH 01°06'41" EAST, 118.67 FEET; THENCE SOUTH 88°53'19" WEST, 450.34 FEET; THENCE NORTH 09°39'39" EAST, 183.43 FEET; THENCE NORTH 87°18'59" WEST, 68.19 FEET; THENCE SOUTH 77°17'38" WEST, 142.43 FEET; THENCE SOUTH 87°18'59" WEST, 68.19 FEET; THENCE SOUTH 77°17'38" WEST, 142.43 FEET; THENCE SOUTH 64°38'07" WEST, 40,98 FEET; THENCE SOUTH 56°27'23" WEST, 62.20 FEET; THENCE SOUTH 54°35'06" WEST, 47.33 FEET; THENCE SOUTH 60°03'18" WEST, 101.98 FEET; THENCE SOUTH 69°40'43" WEST, 181.54 FEET; THENCE SOUTH 35°33'08" WEST, 33.43 FEET; THENCE SOUTH 86°05'40" WEST, 147.85 FEET; THENCE SOUTH 78°13'45" WEST, 80.0 FEET; THENCE NORTH 59°05'34" WEST, 153.76 FEET; THENCE NORTH 74°47'54" WEST, 27.24 FEET; THENCE NORTH 06°17'38" WEST, 224.12 FEET; THENCE NORTH 73°10'01'' WEST, 184.74 FEET; THENCE NORTH 85°19'13" WEST, 118.52 FEET; THENCE SOUTH 33°11'19" WEST, 84.38 FEET; THENCE SOUTH 34°29'59" WEST, 90.01 FEET; THENCE SOUTH 46°15' 48" WEST, 122.93 FEET; THENCE SOUTH 64°24'44" WEST, 53.07 FEET; THENCE SOUTH 89°30'40" WEST, 70.96 FEET; THENCE NORTH 76°54'34" WEST, 59.31 FEET; THENCE NORTH 61°03'12" WEST, 59.31 FEET; THENCE NORTH 45°11'49" WEST, 59.31 FEET; THENCE SOUTH 52°43'52" WEST, Ordinance No. 2024-____ Page 10 150.0 FEET; THENCE NORTHWESTERLY, 72.66 FEET ALONG A CURVE TO THE NORTHEAST, HAVING A RADIUS OF 365.0 FEET, THE CHORD OF SAID CURVE BEARING NORTH 31°33'56" WEST; THENCE SOUTH 64°08'15" WEST, 204.82 FEET; THENCE SOUTH 88°59'57" WEST, 68.98 FEET TO THE AFOREMENTIONED WEST LINE OF THE EAST HALF OF SECTION 8; THENCE NORTH 01°00'03" WEST ALONG SAID WEST LINE, 957.25 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PART OF THE ABOVE-DESCRIBED TRACT LYING NORTH OF A LINE DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8, A DISTANCE OF 3579.88 FEET TO THE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 88°59'57" EAST PERPENDICULAR TO SAID WEST LINE, 2172.88 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED TO TEQUILA SUNRISE ENTERPRISES, LLC BY SPECIAL WARRANTY DEED RECORDED DECEMBER 19, 2013 AS DOCUMENT 201300024760 FOR THE POINT OF TERMINATION OF SAID LINE; ALL IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. ALSO, INCLUDING THE LAND DESCRIBED IN QUIT CLAIM DEED RECORDED AUGUST 16, 2018 AS DOCUMENT 201800011814, DESCRIBED AS FOLLOWS: THAT PART OF THE EAST HALF OF SECTION 8, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN Ordinance No. 2024-____ Page 11 DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS ( 58.74 FEET) SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY, ALONG THE CENTERLINE OF SAID OLD GALENA ROAD, TO THE WEST LINE OF THE SOUTHEAST QUARTER OF SECTION 5; THENCE SOUTH, ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8, TO A POINT 1080.0 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 64°02'00" EAST, 308.99 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 64°02'00" WEST, 308.99 FEET, ALONG THE LAST DESCRIBED COURSE TO THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 AT A POINT 1080.0 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST, 2447.03 FEET ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8; THENCE NORTH 88°59'57" EAST, 68.98 FEET; THENCE NORTH 64°08'15" EAST, 204.82 FEET; THENCE SOUTHEASTERLY, 72.66 FEET ALONG A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 365.0 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 31°33'56" EAST; THENCE NORTH 52°43'52" Ordinance No. 2024-____ Page 12 EAST, 150.0 FEET; THENCE SOUTH 45°11'49" EAST, 59.31 FEET; THENCE SOUTH 61°03'12" EAST, 59.31 FEET; THENCE SOUTH 76°54'34" EAST, 59.31 FEET; THENCE NORTH 89°30'40" EAST, 70.96 FEET; THENCE NORTH 64°24'44" EAST, 53.07 FEET; THENCE NORTH 46°15'48" EAST, 122.93 FEET; THENCE NORTH 34°29'59" EAST, 90.01 FEET; THENCE NORTH 33°11'19" EAST, 84.38 FEET; THENCE SOUTH 85°19'13" EAST, 118.52 FEET; THENCE SOUTH 73°10'01" EAST, 184.74 FEET; THENCE SOUTH 06°17'38" EAST, 224.12 FEET; THENCE SOUTH 74°47'54" EAST, 27.24 FEET; THENCE SOUTH 59°05'34" EAST, 153.76 FEET; THENCE SOUTH 78°13'45" EAST, 80.0 FEET; THENCE NORTH 86°05'40" EAST, 147.85 FEET; THENCE NORTH 35°33'08" EAST, 33.43 FEET; THENCE NORTH 69°40'43" EAST, 181.54 FEET; THENCE NORTH 60°03'18" EAST, 101.98 FEET; THENCE NORTH 54°35'06" EAST, 47.33 FEET; THENCE NORTH 56°27'23" EAST, 62.20 FEET; THENCE NORTH 64°38'07" EAST, 40.98 FEET; THENCE NORTH 77°17'38" EAST, 142.43 FEET; THENCE SOUTH 87°18'59" EAST, 68.19 FEET; THENCE SOUTH 09°39'39" WEST, 1000.44 FEET; THENCE SOUTH 73°08'14" WEST, 437.67 FEET; THENCE SOUTH 61°50'59" WEST, 297.0 FEET; THENCE SOUTH 39°47'51" WEST, 1584.39 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PART OF THE ABOVE-DESCRIBED TRACT LYING SOUTH OF A LINE DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8, A DISTANCE OF 3579.88 FEET TO Ordinance No. 2024-____ Page 13 THE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 88°59'57" EAST PERPENDICULAR TO SAID WEST LINE, 2172.88 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED TO TEQUILA SUNRISE ENTERPRISES, LLC BY SPECIAL WARRANTY DEED RECORDED DECEMBER 19, 2013 AS DOCUMENT 201300024760 FOR THE POINT OF TERMINATION OF SAID LINE; ALL IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. •SURVEYOR'S NOTE: SCRIVENERS ERROR FOUND IN TITILE COMMITMENT SCHEDULE A, CORRECTED PER WARRANTY DEED RECORDED 1/29/2021 AS DOCUMENT NUMBER 202100002603• AS-SURVEYED LEGAL DESCRIPTION: THAT PART OF THE EAST HALF OF SECTION 8 AND THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY ALONG THE CENTERLINE OF SAID OLD GALENA ROAD TO THE WEST LINE •OF THE SOUTHEAST QUARTER OF SECTION 5; 1HENCE SOU1H ALONG SAID WEST LINE• AND THE WEST LINE OF Ordinance No. 2024-____ Page 14 THE EAST HALF OF SAID SECTION 8 TO A POINT 1080.00 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01 DEGREE 00 MINUTES 04 SECONDS WEST 3404.23 FEET ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO THE POINT OF BEGINNING; THENCE SOUTH 86 DEGREES 50 MINUTES 28 SECONDS EAST, 202.57 FEET; THENCE SOUTH 07 DEGREES 50 MINUTES 42 SECONDS EAST, 23.88 FEET; THENCE NORTH 86 DEGREES 41 MINUTES 53 SECONDS EAST, 65.30 FEET; THENCE NORTH 83 DEGREES 59 MINUTES 53 SECONDS EAST, 125.00 FEET; THENCE SOUTH 06 DEGREES 04 MINUTES 58 SECONDS EAST, 79.10 FEET; THENCE SOUTH 14 DEGREES 15 MINUTES 21 SECONDS EAST, 67.24 FEET; THENCE SOUTH 30 DEGREES 16 MINUTES 17 SECONDS EAST, 44.66 FEET; THENCE SOUTH 29 DEGREES 19 MINUTES 42 SECONDS EAST, 22.58 FEET; THENCE NORTH 89 DEGREES 16 MINUTES 10 SECONDS EAST, 991.82 FEET; THENCE NORTHERLY, 143.33 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 515.67 FEET, THE CHORD OF SAID CURVE BEARING NORTH 13 DEGREES 02 MINUTES 53 SECONDS EAST; THENCE NORTH 21 DEGREES 01 MINUTE 18 SECONDS EAST 318.85 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 218.64 FEET ALONG A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 385.00 FEET, THE CHORD OF SAID CURVE BEARING NORTH 04 DEGREES 45 MINUTES 09 Ordinance No. 2024-____ Page 15 SECONDS EAST; THENCE NORTH 11 DEGREES 31 MINUTES 00 SECONDS WEST TANGENT TO THE LAST DESCRIBED COURSE, 217.08 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 111.06 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 872.13 FEET, THE CHORD OF SAID CURVE BEARING NORTH 07 DEGREES 52 MINUTES 07 SECONDS WEST; THENCE NORTH 06 DEGREES 19 MINUTES 17 SECONDS WEST, 33.01 FEET; THENCE NORTH 05 DEGREES 23 MINUTES 16 SECONDS WEST, 151.18 FEET; THENCE NORTHERLY, 142.11 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 623.89 FEET, THE CHORD OF SAID CURVE BEARING NORTH 09 DEGREES 31 MINUTES 35 SECONDS EAST; THENCE NORTH 16 DEGREES 03 MINUTES 07 SECONDS EAST, 52.18 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF GALENA ROAD AS ESTABLISHED PER DOCUMENT 145913 RECORDED JUNE 5, 1964; THENCE SOUTH 73 DEGREES 50 MINUTES 13 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 1111.45 FEET TO THE EAST LINE OF THE AFOREMENTIONED EAST HALF OF SECTION 8; THENCE SOUTH 01 DEGREE 06 MINUTES 42 SECONDS EAST ALONG SAID EAST LINE, 1189.49 FEET TO THE INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 AS ESTABLISHED PER DOCUMENT 910147 (THE FOLLOWING TWO COURSES ARE ALONG SAID WESTERLY RIGHT-OF-WAY LINE); THENCE SOUTHERLY, 495.91 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF Ordinance No. 2024-____ Page 16 2259.20 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 05 DEGREES 10 MINUTES 32 SECOND WEST; THENCE SOUTH 01 DEGREE 06 MINUTES 47 SECONDS EAST, 118.69 FEET; THENCE SOUTH 88 DEGREES 53 MINUTES 15 SECONDS WEST, 450.38 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED TO TEQUILA SUNRISE ENTERPRISES, LLC BY SPECIAL WARRANTY DEED RECORDED DECEMBER 19, 2013 AS DOCUMENT 201300024760; THENCE NORTH 09 DEGREES 39 MINUTES 35 SECONDS EAST 114.02 FEET ALONG SAID EASTERLY LINE; THENCE SOUTH 88 DEGREES 59 MINUTES 56 SECONDS WEST 2172.95 TO THE WEST LINE OF SAID EAST HALF; THENCE NORTH 01 DEGREE 00 MINUTES 04 SECONDS WEST 904.35 FEET ALONG SAID WEST LINE TO THE POINT OF BEGINNING. •SURVEYOR'S NOTE: CORRECTION PER WARRANTY DEED RECORDED 1/29/2021 AS DOCUMENT NUMBER 202100002603• with Property Index Numbers 02-05-400-005 and 02-08-200-03. Section 3. That a variation pursuant to Section 10-4-13 of the Zoning Ordinance to permit solar farm equipment less than a minimum distance of 100 feet from the property line and to allow a solar equipment setback of 50 feet from the north and south property lines on the Subject Property is hereby granted. Section 4. That the variation approved through this Ordinance is contingent upon the approval of a special use permit for the Subject Property for use as a solar farm with freestanding solar energy systems, and should such special use permit be denied, the variation contemplated in this Ordinance shall not be granted. Ordinance No. 2024-____ Page 17 Section 5. That the solar equipment shall be constructed, operated, and maintained in accordance with the requirements of the Yorkville City Code and generally located as shown on the attached plat of survey provided by the Applicant and made a part hereof as Exhibit A. Section 6. That this Ordinance shall be in full force and effect upon its passage, approval and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ SEAVER TARULIS _________ RUSTY CORNEILS _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2024. ______________________________ MAYOR Attest: ______________________________ CITY CLERK © 2024 Microsoft Corporation © 2023 TomTom © 22024 4 Micicrosooft CoCorpoporatition © 2023 TomTom ppDUPAGECOOKDEKALBKANEGRUNDYLASALLEWILLKENDALLDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.C-000COVER SHEETILLINOISKENDALL COUNTYNOT TO SCALEYORKVILLE RENEWABLESGOVERNING AGENCIES CONTACTSAPPLICANTYORKVILLE RENEWABLES, LLC101 NORTH WACKER DRIVE, SUITE 200CHICAGO, ILLINOIS 60606CONTACT: MATT WALSHCONSULTANTNEXAMP, INC.101 NORTH WACKER DRIVE, SUITE 200CHICAGO, ILLINOIS 60606CONTACT: MATT WALSHE: MWALSH@NEXAMP.COMCIVIL ENGINEER/LANDSCAPEARCHITECT/SURVEYORATWELL, LLC1250 E. DIEHL ROAD, SUITE 300NAPERVILLE, IL 60563PHONE: (303) 825-7100E: MKEITH@ATWELL-GROUP.COMCONTACT: MICHAEL KEITH, P.E.PLANNING - ZONING -LANDSCAPE - SIGNAGEJASON ENGBERGYORKVILLE PLANNING & ZONING651 PRAIRIE POINTEYORKVILLE, IL 60560T: (630) 553-8555E: JENGBERG@YORKVILLE.IL.USENGINEERINGBRADLEY SANDERSONYORKVILLE ENGINEER651 PRAIRIE POINTEYORKVILLE, IL 60560T: (630) 466-6720E: BSANDERSON@EEIWEB.COMBUILDINGPETE RATOSYORKVILLE BUILDING SAFETY & ZONING651 PRAIRIE POINTEYORKVILLE, IL 60560T: (630) 553-8549E: PRATOS@YORKVILLE.IL.USSITESITEVICINITY MAPNOT TO SCALE9-1-1 ADDRESSTBDSHEET INDEXC-000COVER SHEETC-001LEGAL DESCRIPTIONC-100EXISTING CONDITIONS PLANC-200SOIL EROSION AND SEDIMENTATION CONTROL PLANC-201 SOIL EROSION AND SEDIMENATION CONTROL NOTES AND DETAILSC-300 SITE LAYOUT PLANC-400 GRADING AND STORMWATER PLANC-401 GRADING PLAN - ACCESS ROADC-500 LANDSCAPE PLANC-501 DETAILED LANDSCAPE PLANC-600 STANDARD DETAILSC-601 STANDARD DETAILSExhibit A DDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.C-001LEGAL DESCRIPTIONLEGAL DESCRIPTION ΔΔΔΔΔΔDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.C-100EXISTING CONDITIONS PLAN C-201SOIL EROSION ANDSEDIMENATION CONTROLNOTES AND DETAILSxxxxxx’SITEDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig. C-300SITE LAYOUT PLANDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig. C-401GRADING PLAN - ACCESS ROADDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig. DDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.C-500LANDSCAPE PLANxxxxxxxxx DDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.C-501DETAILED LANDSCAPE PLAN C-600STANDARD DETAILSDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.IN THE EVENT OF AN EMERGENCYPLEASE DIAL 9-1-1FOLLOWED BY A SECOND CALL TO:857-239-0057YOUR LOCATION IS:TBD, Galena RoadYorkville, IL 60512 DDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.“”“”C-601STANDARD DETAILS 1 PROJECT SUMMARY: The applicant, Daniel Kramer on behalf of Nexamp dba Yorkville Renewables, LLC, contract leasee, is requesting rezoning, special use, and variance permit approval to construct a 5-megawatt (MW) freestanding community solar facility. The proposed 23-acre solar farm will be situated on approximately 73.5 acres of existing farmland parcel located near the southwest corner of Galena Road and Route 47 within the former East Westbury Village Planned Unit Development (PUD) in parcels (#02-05-400-005 and #02-08-200-030). The property is currently utilized for farming and the owners of the real property are Daniel A and Charene S Nagal. The petitioner is also requesting to rezone the parcel from the current R-2 Single-Family Traditional Residence District to the A-1 Agricultural District. Lastly, the petitioner is requesting a variance to Section 10-4-13 of the City’s Unified Development Ordinance to decrease the minimum rear and interior side yard setbacks from fifty (50) feet to eight (8) feet. Memorandum To:Planning and Zoning Commission From: Sara Mendez, Planner I CC:Bart Olson, City Administrator Krysti Barksdale-Noble, Community Development Director Date:September 4, 2024 Subject: PZC 2024-01 Yorkville Renewables/Nexamp –Solar Farm (Rezone, Special Use, and Variance) Packet materials from 9/11/24 PZC meeting to follow 2 PROPERTY BACKGROUND: The parcel is within a formally existing Planned Unit Development (PUD) known as the East Village of Westbury. A Memorandum of Understanding with the successor property owners of the East Village of Westbury development was executed to repeal the land plan and obligations of the PUD on May 28, 2024 (Ordinance 2024-05). The underlying zoning of the property remained R-2 Single-Family Traditional Residence District. REZONING REQUEST: As previously stated, the subject parcel is currently zoned R-2, and the petitioner is requesting to rezone the property to A-1 Agricultural District for the purpose of constructing a solar farm. Per Table 10-3-12(B) Permitted and Special Uses of the City’s Unified Development Ordinance, solar farms are a special use in the A-1 Agricultural District. Therefore, the petitioner is seeking rezoning within the A-1 Agricultural District. This zoning classification would permit the continued farm use on the remainder of the land. Section 10-8-12.B.1 of the Unified Development Ordinance also states specific standards for rezoning which all recommendation bodies will review. The petitioner has provided responses to the established standards for each of the criteria provided in the application. The subject property consists of two (2) parcels (#02-05-400-005 and #02-08-200-030). The following are the current immediate surrounding zoning and land uses: 3 Zoning Land Use North Westhaven Planned Unit Development (R-2, R-3) Agriculture South Former Westbury East Village (R-2) Agriculture East IL Route 47 B-3 General Business District Transportation Land Use O’Keefe Property/Gas Station/Raging Waves Waterpark West A1-Special Use (Unincorporated Kendall County) Compost Facility/Agriculture SPECIAL USE REQUEST: Simultaneously with the rezoning request, the applicant is also seeking special use authorization. Section 10-8-5D.1 of the Unified Development Ordinance states specific standards for special use requests which all recommendation bodies will review and will be entered into the public record as part of the public hearing process. The petitioner has provided answers to each of the criteria in the application to these standards. Below is a summary of the various components of the proposed 23-acre solar farm development. VARIANCE REQUEST: Location on Site Section 10-4-13 Alternative Energy Use Standards in the City’s Unified Development Ordinance provides setback specifics for solar farm uses in the A-1 Agricultural District. The following compares the yard setbacks required for solar farm uses: Minimum Setback for Equipment to Property Line Proposed Setback Front (East) 100 feet 1,000 feet Interior Side (North) 100 feet 8 feet Side Yard (South) 50 feet from nonresidential/100 feet from residential 8 feet Rear (West) 50 feet from nonresidential/100 feet from residential 8 feet Section 10-8-9C.1 of the Unified Development Ordinance states specific standards for variance requests which all recommendation bodies will review. The petitioner has provided answers to each of the criteria in the application to these standards. Solar Setbacks The location of the solar panels meets the front (east) yard setback for the Solar Farm use in the A-1 Agricultural District. However, the solar panels appear to encroach into the required rear and interior side yards to the south, west, and north. As stated in Section 10-4-13B.8.b of the City’s Unified Development Ordinance, the minimum distances required for the rear and interior side yard to the south, west, and north is 50 feet. As previously stated, the petitioner has filed a variance request to maintain 8 feet from the interior and rear yard setbacks. The original petition, submitted before the adoption of the Unified Development Ordinance, had already undergone a previous Plan Council meeting and, at that time, met the standards of the previous zoning ordinance regarding setbacks. The petitioner is now requesting to retain these original standards. Buffer Distances Section 10-4-13B.8.c and of the City’s Unified Development Ordinance provides specific buffer information for solar farms, roadway networks, and the Fox River. The location of the proposed solar panels meets the buffer area of one thousand (1,000) feet from the nearest solar array to roadway networks and 4 exceeds the one thousand (1,000) foot setback from the nearest solar array to the edge of the bank of the Fox River. PROPOSED EQUIPMENT The proposed community solar farm will consist of 11,712 arrays. The petitioner has stated in a Response Letter, dated June 24, 2024, the total number of tracker motors is estimated between 10 to 176, depending on the final design of the system. The petitioner has stated the operations phase of the lease is for 20 years with several extensions that could extend the operations phase of the project to over 40 years. ALTERNATIVE ENERGY SYSTEMS REGULATIONS: Section 10-4-13: Alternative Energy Use Standards of the City’s Unified Development Ordinance establishes zoning parameters and regulations by which solar and wind systems may be installed in the city, which were used in the review of this request. The following describes how the proposed plan meets the regulations for Solar Farm: Minimum Lot Size Sections 10-4-13B.1 of the Unified Development Ordinance states no solar farms shall be erected on any lot less than three (3) acres in size. In a Response Letter, June 13, 2024, the petitioner has stated the project intends to develop on approximately 23 acres of overall parcel. Maximum Lot Coverage Section 10-4-13B.2 of the Unified Development Ordinance states a solar farm use may occupy up to eighty (80) percent of a given parcel in this district. As proposed, the solar farm will occupy approximately 31% (23-acres) of the overall existing 73.5 acres of existing farmland. Height/Clearance The maximum structure height for solar systems, equipment, and structures shall not exceed thirty feet (30’) in height when ground mounted, per Section 10-4- 13B.6 in the Unified Development Ordinance. The petitioner has submitted an updated exhibit (Sheet C-600 D Standard Details) illustrating a maximum solar array height as approximately 20 feet at maximum tilt. Additionally, the petitioner’s exhibit (Sheet C-600 D Standard Details) indicates a minimum solar array clearance of two (2) feet. Accessory Use Section 10-4-13-A.2 of the City’s Unified Development Ordinance states solar and wind farms shall be an accessory to the principal permitted use of a site. Therefore, the area and scale of the solar farm must be less than the primary agricultural land use. The proposed solar farm will be accessory to the existing agricultural/farming land use, as only portion of the overall land is proposed for the community solar farm use (approx. 23.0 acres of 73.5 acres or ~31%). Distance from Residential Properties. In addition to meeting the required minimum setbacks, the closest array/module of the proposed solar farm will be ~1,297.8 feet from the nearest residential parcels to the north along Galena Road. 5 Glare Section 10-4-13B.13 of the Unified Development Ordinance states solar panels shall be placed such that concentrated solar radiation or glare shall not be directed onto nearby properties or roadways. The panels shall be placed to face east and rotate west to follow the path of the sun to collect the most sunlight throughout the day. The petitioner has submitted a glare study and analysis which concludes that there was no potential for glint or glare identified by the analysis. Additionally, the petitioner’s exhibit (Rendering, dated June 13, 2024) displays viewshed from angles around the solar farm that illustrate how far away the panels will be from the public- right-of-way (IL Route 47 and Galena Road), as well as from the residential land uses to the north. Fencing The petitioner has proposed an eight (8) foot tall, galvanized chain link fence with slats to surround the ~4,600 linear foot perimeter of the solar farm with a 20-foot-wide vehicle access gate, as illustrated below. As stated in Section 10-4-13B.9 of the Unified Development Ordinance, Fence Regulations for Solar Farms, states that systems, equipment, and structures shall be fully enclosed and secured by a fence or wall with a height of eight (8) feet. Petitioner’s exhibit (Sheet C-600 C Standard Details) indicates the Knox-Box location on the fence that has been added to the Gate Detail for the City’s Building Department and Bristol Kendall Fire District (BKFD) in the event of an emergency. Noise Per the petitioner’s project summary, the transformer is the greatest source of noise on the property. Per the petitioner’s exhibit (Sheet C-300 C Site Plan Layout), the transformer is over 1,443.2 feet to the nearest residence located to the north on Galena Road. Signage Per Section 10-4-13B.9.a(1) and (2) of the City’s Unified Development Ordinance, warning signs shall be provided at the entrance to the facility and along the perimeter of the solar farm. Additionally, the signs shall be less than four (4) square feet and made with letters and numbers at least three (3) inches in height and shall include the 911 address and an emergency phone number of the operator which shall be answered twenty-four (24) hours a day by a live operator. A nonemergency phone number for the operator shall be displayed. The petitioner has submitted an updated exhibit (Sheet C-600 D Standard Details) that includes the emergency contact information, the dimensions of the emergency contact sign, and the sign’s location on the solar farm’s fence. 6 Utilities and Electric Service Provider Per Section 10-4-13B.4 of the Unified Development Ordinance, power and communication lines running in between banks of solar panels and to electric substations or interconnections with buildings shall be buried underground. The routing of the electrical infrastructure required to connect to the ComEd system includes electrical cables installed underground for the entire project with the exception of a series of overhead poles (approx. 6-8) for a wire connection near IL Route 47. Section 10-4-13-B.4.a of the Unified Development Ordinance states that evidence that the electric utility service provider that serves the proposed site has been notified of the owner’s intent to install an interconnected customer owned electricity generator. The petitioner has provided a copy of an Interconnection Agreement, as prepared by ComEd dated 02/24/2022. Access Road The proposed site access is via a new 20-ft. wide gravel driveway proposed off Galena Road (1.380 acres). The path provides access to the equipment, however, no formal parking stalls are provided, as no buildings, employees are planned on the site except for the occasional mowing or maintenance visits. Section 10-4- 13-B.5 of the City’s Unified Development Ordinance states off-street parking provided on site shall be paved. Staff recommends the petitioner have one paved parking pad for off-street parking. Gravel roads are not permitted for vehicle travel. The petitioner’s exhibit (C-401 Grading Plan – Access Road) provides a gravel access road pavement section for review and consideration. The petitioner is proposing an 18-inch gravel compacted subgrade, which is consistent with other approved solar developments. Staff defers to the City Public Works Director and City Engineer before final approval on the road composition. Landscape Plan While landscaping is not required for solar farm uses, the petitioner’s landscape plan includes a mix of a few evergreen trees and mostly shrubs along the north and south borders of the area containing the solar panels. The City’s landscaping consultant has reviewed the proposed landscaping plan and concluded that while the mix of plantings does provide some screening, it does not meet the requirements of any transition zone described in the Unified Development Ordinance. Instead, the consultant recommends a modified Type D transition zone consisting of 5 native shade trees and 5 native understory trees per 100 linear feet. Existing native trees may be included toward this requirement if a tree survey documenting their presence and condition is submitted. The consultant also recommends native prairie grass and wildflower seeding in lieu of the 35 shrubs/native grasses per 100 linear feet. Additionally, the consultant has noted the requested transition zone plantings along Eldamain Road and Route 47 are not reflected in the plans. It is staff’s recommendation to utilize a modified Type D transition zone at a minimum of the eastern border facing Route 47. The applicant has stated in a Response Letter dated August 15, 2024, the modified transition zone D has been applied along the eastern fence line. We are supportive of the petitioner’s landscape buffer for the north and south due to the UDO regulation not requiring a landscape transition when agricultural land use is adjacent to residential land use. The petitioner has stated in their Response Letter that a maintenance plan will be provided with final construction drawings/permits. Abandoned Systems In the Unified Development Ordinance, Section 10-4-13-A.3 states all alternative energy systems inactive or inoperable for a period of 12 continuous months shall be deemed abandoned and the owner is required to repair or remove the system from the property at the owner’s expense within 90 days of notice from the City. To ensure compliance, the petitioner has provided an updated decommission plan narrative and 7 construction estimate of $1,209,203.99 at year 40 with a 3% annual inflation rate. A performance guarantee in an amount of $1,741,254 is recommended by the City Engineer. In addition to the security guarantee, staff also recommends a blanket easement over the property to allow the City or its contractor to enter and remove the abandoned system in compliance with the City Code, as a condition of the Special Use approval. The petitioner is aware of these conditions which will be a part of their special use authorization. ENGINEERING COMMENTS: Please refer to the attached comments prepared by Engineering Enterprises Inc. (EEI) dated August 27, 2024. Staff recommends the work items listed in the review letter will become conditions for the Special Use and a requirement for issuance of a building permit. POLICE COMMENTS: Per Police Department review of the submitted plans, staff recommends the developer clearly mark the location of the driveway access to alert drivers of the site entry and provide additional traffic management. REZONING STANDARDS Section 10-8-12 Map Amendments establishes criteria for findings of fact related to rezoning (map amendment) requests. When the purpose and affect is to change the zoning of a property and amend the City’s Zoning Map, the Planning and Zoning Commission shall consider each of the following facts before rendering a decision on the request. The petitioner has provided answers to each of the criteria in the application these standards which are included in the packet for your review and will be entered into the public record as part of the public hearing process. The standards are: 1. The existing uses and zoning of nearby property. 2. The extent to which the property values are diminished by the particular zoning restrictions. 3. The extent to which the destruction of the property values of plaintiff promotes the health, safety, morals, or general welfare of the public. 4. The relative gain to the public as compared to the hardship imposed upon the individual property owner. 5. The suitability of the subject property for the zoned purpose. 6. The length of time the property has been vacant as zoned considered in the context of land development in the area in the vicinity of the subject property. 7. The community need for the proposed use. 8. The care to which the community has undertaken to plan its land use development. Additional UDO standards: 1. The proposed Map Amendments consistent with the Comprehensive Plan and the purposes of the UDO. 2. The proposed Map Amendment is consistent with the existing and planned uses and zoning of the nearby properties. 3. The subject property is suitable for the purposes of the proposed district. 4. The proposed Map Amendment will not result in an individual parcel zoned in one zoning district that is not shared by the adjacent parcels. 8 5. The proposed parcel(s) to be rezoned shall meet the minimum frontage and area requirements of the requested rezoning district as specified in Section 10-3-9(A). SPECIAL USE STANDARDS Section 10-8-5-D states specific standards for special use which all recommendation bodies will review. The petitioner has provided answers to each of the criteria in the application which are included in the packet for your review and will be entered into the public record as part of the public hearing process. The standards are: 1. The establishment, maintenance or operation of the special use will not be unreasonably detrimental to or endanger the public health, safety, morals, comfort, or general welfare. 2. The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminish and impair property values within the neighborhood in which it is to be located. 3. The establishment of the special use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. 4. Adequate utilities, access roads, drainage or other necessary facilities have been or are being provided. 5. Adequate measures have been or will be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets. 6. The proposed special use is not contrary to the objectives of the official comprehensive plan of the City as amended. VARIANCE STANDARDS: Section 10-8-9-C states specific standards for variations which all recommendation bodies will review. The petitioner has provided answers to each of the criteria in the application which are included in the packet for your review and will be entered into the public record as part of the public hearing process. The standards are: 1. A particular hardship to the owner would result because of the physical surroundings, shape, or topographical conditions of the subject property, as distinguished from a mere inconvenience, if the strict letter of the regulations were carried out. 2. The conditions upon which the petition for a Variation is based are unique to the subject property and are not applicable, generally, to other properties within the same zoning district. 3. The difficulty or hardship is not created by any person presently having an interest in the property. 4. The Variation will not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property is located. 7. The proposed Variation will not impair an adequate supply of light and air to adjacent property, substantially increase the congestion in the public streets, increase the danger to the public, or substantially diminish or impair property values within the neighborhood. 8. The proposed Variation is consistent with the official comprehensive plan and other development standards and policies of the City. 9 COMPREHENSIVE PLAN: The 2016 Comprehensive Plan designates the future land use for this property as Estate/Conservation Residential (ERC). The Estate/Conservation Residential (ERC) designation is generally intended for future neighborhood developments that promote flexibility in residential design, accommodates low density detached single family housing, and is sensitive to environmental and scenic features of the area and utilized this land designation as a “holding” classification for those areas, particularly on the outskirts or along the perimeter of the City’s corporate boundaries that lacked the public infrastructure to support development of the land within the 10-year timeline of the plan. While the proposed A-1 Agricultural District is not significantly different to the large lot/low density residential envisioned for the Estate/Conservation Residential future land use designation, an amendment to the Comprehensive Plan would be required if the rezoning is approved. STAFF RECOMMENDATIONS: Staff recommends the following conditions to the special use: 1. Staff recommends the petitioner have one paved parking pad for off-street parking. 2. Staff recommends a blanket easement over the property to allow the City or its contractor to enter and remove the abandoned system in compliance with the City Code, as a condition of the Special Use approval. 3. Staff defers to the City Public Works Director and City Engineer before final approval on the road composition. 4. A performance guarantee in an amount of $1,741,254 is recommended by the City Engineer. 5. It is staff’s recommendation to utilize a modified Type D transition zone at a minimum of the eastern border facing Route 47. 6. Compliance with work items listed in the review letters prepared by Engineering Enterprises, Inc. (EEI) dated October 19, 2023 revised July 10, 2024 and August 27, 2024. 7. Staff recommends the developer clearly mark the location of the driveway access to alert drivers of the site entry and provide additional traffic management. PROPOSED MOTIONS: REZONING In consideration of testimony presented during a Public Hearing on September 11, 2024 and discussion of the findings of fact, the Planning and Zoning Commission recommends approval to the City Council a request for rezoning from R-2 Single-Family Traditional Residence District to A-1 Agricultural District for the purpose of constructing a freestanding solar energy system, or solar farm, located immediately south of IL Route 47 (N Bridge Street) and west of Galena Road, subject to {insert any additional conditions of the Planning and Zoning Commission}… SPECIAL USE In consideration of testimony presented during a Public Hearing on September 11, 2024 and discussion of the findings of fact, the Planning and Zoning Commission recommends approval to the City Council a request for Special Use authorization to construct a freestanding solar energy system, or solar farm, as depicted in plans prepared by Atwell and submitted by Nexamp dated last revised 8/15/24 for approximately 23 acres located immediately south of IL Route 47 (N Bridge Street) and west of Galena Road, subject to staff recommendations in a memo dated September 4, 2024 and further subject to… {insert any additional conditions of the Planning and Zoning Commission}… 10 VARIANCE In consideration of testimony presented during a Public Hearing on September 11, 2024 and discussion of the findings of fact, the Planning and Zoning Commission recommends approval to the City Council for a request for bulk regulation variance to Section 10-4-13.B.8.b of the Unified Development Ordinance, reducing the north, west, and south property lines setback from 50 feet to 8 feet, subject to… {insert any additional conditions of the Planning and Zoning Commission}… ATTACHMENTS: 1) Property Aerial dated 03/13/22, as prepared by Nexamp 2) Legal Description dated August 15, 2022, as prepared by Atwell Group 3) Glare Study dated Aug. 18, 2022, prepared by Forge Solar 4) Vegetation Management Plan for Solar Sites Utilizing Native Vegetation, as prepared by Natural Resource Services 5) Electrical Diagram dated 01/10/2021, as submitted by Nexamp 6) Manufactures Cut Sheets, as submitted by Nexamp 7) Interconnection Agreement with ComEd 8) Application for Rezoning, as prepared by Yorkville Renewables, LLC 9) Application for Special Use, as prepared by Yorkville Renewables, LLC 10) List of Property Owners within 500 feet of subject parcel 11) Copy of Memorandum of Understanding Regarding the Repeal of the Planned Unit Development Agreement for the East Village of Westbury, as executed by Daniel A. and Charene S. Nagel. 12) Application for Variance, as prepared by 126612 Corneils Road Solar, LLC 13) Yorkville Renewables, LLC Response Letter, dated June 13, 2024 14) Rendering, dated June 13, 2024 15) Plan Council Packet (07-25-2024) 16) Public Hearing Notices 17) Response Letter to EEI, dated August 15, 2024 18) Final Site Plans, dated August 15, 2024 19) Truck Turn Analysis Construction/Delivery Traffic, dated August 15, 2024 20) Stormwater/Drainage Memorandum, dated August 16, 2024 21) Culvert Computations, dated August 16, 2024 22) Engineer’s Opinion of Probable Decommissioning Cost for Yorkville Solar, dated August 15, 2024 23) EEI Comments, dated October 19, 2023 24) EEI Comments, dated July 10, 2024 25) EEI Comments, dated August 27, 2024 26) Conditional Use Permit Narrative, dated June 14, 2024 27) Kendall County Highway Department Access Approval Email, dated November 9, 2022 101 N Wacker Drive, Suite 200, Chicago, IL 60606 617.431.1440 |www.nexamp.com Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 651 Prairie Pointe Drive Yorkville, IL, 60560 Yorkville Renewables, LLC Proposed Ground-Mounted Solar Farm Address: Near SWC of Galena Road and IL Route 47 PIN: 02-08-200-030 RE: Response Letter We offer the following information in response to the comments provided by the City of Yorkville Engineer and Landscape consultants. Responses are in bold font. City Staff Comments: Zoning The subject property is currently located in within an existing Planned Unit Development (PUD) with underling zoning of R-2, R-4, and B-3. The following are the current immediate surrounding zoning and land uses: June 13, 2024 200 W Monroe Street, Suite 620, Chicago, IL 60606 617.431.1440 |www.nexamp.com x The proposed community solar farm will consist of approximately 11,712 arrays, per the project narrative. However, the Conceptual Layout (Sheet PV-101 A) prepared by Nexamp, dated October 13, 2021 states the number of arrays 13,234. Petitioner must verify the accurate number of arrays proposed.Nexamp Response: Sheet PV-101A should be removed from the application. That sheet has since be replace with the Civil Plans dated 6/11/2024 and attached hereto. x The system appears to include two (2) inverters and one (1) transformer. Please verify and the total number of proposed tracker motors.Nexamp Responses: The total number of tracker motors is estimated between 10 and 176, depending on the final design of the system. x The petitioner must provide the total amount of time proposed for the lease of the property to operate the proposed community solar farm. This includes any options to extend the lease term.Nexamp Responses, the Operations Phase of the Lease is for 20 years with several extensions that could extend the Operations Phase of the project to 40 years. Location on Site Table 10.07.01 of Chapter 7 in the City’s Zoning Ordinance provides dimensions and bulk regulations for the A-1 Agricultural District. The following compares the yard setbacks required for the A-1 Agricultural District and the proposed solar farm use: x The location of the solar panels meets the front (east), side (south), and rear (west) yard setbacks for the A-1 District. However, it is undetermined if the solar panels encroach into the required interior side yard to the north.Nexamp Response: Solar Panels are setback a minimum 8 feet from the north property line. A variance is being requested to maintain 8 feet side and rear setbacks to the perimeter fence. x Section 10-19-7-B of the zoning ordinance states that all parts of any freestanding solar energy system shall be set back 8 feet from interior side and rear property lines. Nexamp Response: Noted x Staff has identified the north property line (parallel to Galena Road) as a side property line since there are intervening parcels between the property line of the subject property and Galena Road. The north property line adjacent to the proposed solar farm is not 200 W Monroe Street, Suite 620, Chicago, IL 60606 617.431.1440 |www.nexamp.com considered a front yard due to Section 10-2-3: Definitions of the United City of Yorkville’s Zoning ordinance which establishes the lot line which abuts a street shall be the front lot line.Nexamp Response: Noted. x Note: Page 2 of the Project Narrative dated March 9, 2022 references “County setback requirements”. This should be revised and resubmitted with correct City regulation references.Nexamp Response: Project narrative has been revised. x The Site Plan should be revised to reflect the accurate distances from the property lines to the proposed solar panels and/or fence line.Nexamp Response: The Site Plan has been updated to included the accurate distance from property lines. x The Site Plan should also indicate the distance of the proposed solar farm and/or the fence line to the nearest residential parcels to the north along Galena Road. o It is noted within the project narrative there is a reference to the proposed solar system being over 1,000 feet from the nearest residential structure.Nexamp Response: Dimensions to the nearest residential structures has been added to the plans. Height The maximum structure height in the A-1 Agricultural District is eighty (80) feet. Additionally, as stated in Section 10-19-7-D of the City’s Zoning Ordinance, the minimum clearance between the lowest point of the system and the surface which the system is mounted is ten (10) feet. Section 10-19-7-F states the maximum height will be stipulated as a special use condition. x The petitioner’s exhibit (Sheet C-06 A Standard Details) appears to indicate a maximum solar array height as approx. 20 feet at maximum tilt.Nexamp Response: Confirmed. x The petitioner’s exhibit (Sheet C-06 A Standard Details) appears to indicate a minimum solar array clearance as 2 feet.Nexamp Response: Confirmed. x A variance will be required for the minimum clearance requirements.Nexamp Response: Noted. Glare/Lighting Section 10-19-7-E states solar panels shall be placed such that concentrated solar radiation or glare shall not be directed onto nearby properties or roadways. The panels shall be placed to face east and rotate west to follow the path of the sun to collect the most sunlight throughout the day. x The petitioner has submitted a glare study and analysis which concludes that there was no potential for glint or glare identified by the analysis.Nexamp Response: Confirmed. 200 W Monroe Street, Suite 620, Chicago, IL 60606 617.431.1440 |www.nexamp.com x Staff requests the petitioner provides a viewshed from angles around the solar farm which illustrate how far away the panels will be from the public rights-of-way (IL Route 47 and Galena Road), as well as from the residential land uses to the north.Nexamp Response: Please see the attached renderings. x Are motion-sensor security lights proposed to be provided at the transformer area? If so, details are requested.Nexamp Response: There will be no lighting on the project. Noise The transformer is the greatest source of noise on the property. x Please verify the distance of the transformer to the nearest residences located to the north on Galena Road.Nexamp Response: Dimensions have been added to the plans. Fencing The petitioner has proposed an eight (8) foot tall, fixed knot farm fence to surround the ~4,600 linear foot perimeter of the solar farm with a 20-foot-wide vehicle access gate. As stated in Section 10-17-2-G, Fence Regulations for Industrial Districts of the Zoning Ordinance, states that a fence may be a maximum of eight (8) feet in height. This section of the code also states that chain link is a permitted material. x Staff recommends an 8’ tall, galvanized chain link fence with slats.Nexamp Response: The fence detail on sheet C-300 has been revised to reflect this recommendation. x A Knox box and keys shall be provided to the City’s building department and Bristol Kendall Fire District (BKFD).Nexamp Response: A note indicating the Knox-Box location on the fence has been added to the Gate Detail on sheet C-600 Access Road The proposed site access is via a new 20-ft. wide gravel driveway proposed off Galena Road (1.380 acres). x The path provides access to the equipment, however, no formal parking stalls are provided, as no buildings, employees are planned on the site except for the occasional mowing or maintenance visits.Nexamp Response: Agreed x Gravel roads are not permitted for vehicle travel. o Petitioner must provide details regarding the proposed material for the access road. Staff defers to the City Public Works Director and City Engineer for comment on the road composition.Nexamp Response: a gravel access road pavement section has been provided on the plans for review/consideration. 200 W Monroe Street, Suite 620, Chicago, IL 60606 617.431.1440 |www.nexamp.com Decommissioning The petitioner has provided a decommission plan. x In addition to the decommissioning plan narrative, a construction estimate for the life of the lease must be provided with a 3% annual inflation rate which must be reviewed and approved by the City Engineer.Nexamp Response: A draft decommissioning estimate has been added. We recommend the decommissioning estimate be finalized with the Final Engineer Plans. Accessory Use Section 10-19-4-D states alternative energy systems shall be an accessory to the principal permitted use of a site. Therefore, the area and scale of the solar farm must be less than the primary agricultural land use. x As proposed, the solar farm will occupy approximately 31% (23-acres) of the overall existing 73.5 acres of existing farmland.Nexamp Response: Agreed Signage Section 10-19-4-F states that no commercial signage or attention getting device is permitted on any alternative energy system. The submitted plans do not indicate any signage will be located on the solar farm or the surrounding fence. x Per Section 10-19-4-F states one (1) sign shall be permitted to indicate emergency contact information of the property owner or operator not to exceed two (2) square feet in area.Nexamp Response: The Emergency Contact Sign has been added to Sheet C-300. There will be several small danger signs a located on the fence on all sides of the fence as shown on Sheet C-300 as required by the National Electric Code. Landscaping Defer to Engineering Comments related to landscaping.Nexamp Response: See response in the Landscape comment section. Utilities The proposed community solar farm will not require public utilities such as water or sanitary sewer. The routing of the electrical infrastructure required to connect to the ComEd system includes electrical cables installed underground for the entire project with the exception of a 200 W Monroe Street, Suite 620, Chicago, IL 60606 617.431.1440 |www.nexamp.com series of overhead poles (approx. 6-8) for a wire connection near IL Route 47.Nexamp Response: Agreed. Utility Service Provider Section 10-19-4-G states that evidence that the electric utility service provider that serves the proposed site has been notified of the owner’s intent to install an interconnected customer owned electricity generator. x The petitioner has provided a copy of an Interconnection Agreement, as prepared by ComEd dated 02/24/2022. Special Use Standards Section 10-19-4-C and 10-4-9-F state specific standards for special use which all recommendation bodies will review. The petitioner has provided answers to each of the criteria in the application as well as providing an additional attachment to these standards.Nexamp Response: Agreed Blanket Easement A blanket easement for City access to the solar field will be required in the event the project is abandoned and requires decommissioning by the City.Nexamp Response: Noted. Economic Development Committee Comments The City’s Economic Development Committee will provide direction at their November 7, 2023 meeting to staff regarding the acceptable location of solar fam developments within Yorkville. Staff will provide that feedback to the petitioner during the Plan Council meeting on November 9th.Nexamp Response: As discussed at the November 7, 2023 meeting – the nearest solar plan is over 1,400 feet from Galena Road right-of-way and over 1,000 feet from Route 47 right-of-way, the remaindered of site is preserved for future development. Yorkville Police Department Comments: Roadway Concerns as listed below: 200 W Monroe Street, Suite 620, Chicago, IL 60606 617.431.1440 |www.nexamp.com • Location of the driveway(s) into Yorkville Renewables The driveway location is existing and has been approved by the Kendall County DOT. This driveway location is complemented by pervious land use approvals. • Driveway(s) clearly marked with signage in both directions Warning sign has been added to the plans near the driveway entrance. • Distance from driveway(s) on Galena Road to the intersection of Rt. 47 would be concerning due to vehicle speeds on Galena Road The proposed facility will generate little traffic during the operation of the facility. There is anticipated to be 20 site visits with maintenance personnel per year. Ingress/Egress Are warning signs for cross traffic requested:Warning sign has been added to the plans near the driveway entrance. Emergency Contact for after hours construction: Information needed Will Police have access (through gated development) in case of emergency?Yes, there will be a knox box located near the entry gate for emergency response personnel. Security Will there be security cameras used on site?There will be a camera on site. If you will have camera access on site would the police department have remote access into the system for emergency purposes only?The camera will be closed circuit but upon request, Nexamp Operations Center can relay visual information from the camera to emergency personnel. Will the gate be alarmed?Nexamp Response: The gate will not be alarmed but will be locked when Company personnel are not on-site. A knox-box will be located near the gate in case emergency personnel need to access the project area. City Engineer Comments (EEI): 1. The following Permits may be required during final engineering and should be provided to the City of Yorkville when obtained. The City and EEI should be copied on all correspondence with agencies. 200 W Monroe Street, Suite 620, Chicago, IL 60606 617.431.1440 |www.nexamp.com x IEPA NPDES General Construction Permit is Required. The Notice of Intent must be filed with IEPA 30 days prior to start of construction.Nexamp Response: A copy of the NOI will be provided to the City of Yorkville with the Final Engineering Plan submittal. x Stormwater permit application in accordance with the Yorkville Storm Water Management Ordinance (Kendall Countywide Ordinance)Nexamp Response: The project will comply with the Storm Water Management Ordinance including an application for Stormwater Permit. x Kendall County for access to Galena Road.Nexamp Response: See attached access agreement. 2. Since the project is non-residential development on more than 3 acres it must meet the stormwater detention requirements per the Stormwater Ordinance. Nexamp Response: Detention basins have been provided to the maximum extent possible and will achieve the required detention. 3. There is a floodplain on the property associated with Rob Roy Creek that was identified in the Interim Hydrologic & Hydraulic Analysis of Rob Roy Creek, 2005. The property will have a to be developed in accordance with the floodplain provisions of the City’s stormwater ordinance. The flood elevation is between 658 and 656. Please see the attached exhibit.Nexamp Response: The approximate location of the FEMA mapped floodway area has been added to the SUP Plans. The project does not intend to construct within the floodway but metal foundations and gravel access drive within the EEI mapped floodway. The project will comply with the floodplain requirements of the City’s stormwater ordinance. Also, the EEI mapped floodplain has been added to the plans. The equipment within the EEI mapped floodplain will be raised above the BFE. 4. Any impacts to the wetlands should be designed in accordance with the United City of Yorkville’s Wetland Protection Regulations.Nexamp Response: The plans have been revised to avoid impacts to the one isolated wetland the property. 200 W Monroe Street, Suite 620, Chicago, IL 60606 617.431.1440 |www.nexamp.com 5. A field tile survey will be required.Nexamp Response: At the time of Final Engineering Plan, a tile survey and mitigation plan will be provided. 6.Perimeter easements will need to be provided. These easements should be a minimum of 20’ along Galena Road and Rt 47.Nexamp Response: The location of the proposed 20’ easements along Galena Road and Route 47 have been added to the SUP Plans. Easement documents will be drafted and executed during the Final Engineer Plan stage. 7. The decommissioning bond or letter of credit will need to be 120% of the approved estimate.Nexamp Response: At the time of Final Engineering Plans and after the decommissioning estimate is approved by City of Yorkville, decommissioning surety will be provided. 8. The comments in the attached review letter from the City’s landscaping consultant must be addressed and a revised landscaping plan submitted. Nexamp Response: See responses to the landscaping consultant comments. 9. The following will need to be submitted with the Final Engineering Plans: a. Additional information as shown in the provided checklist.Nexamp Response: At the time of Final Engineering Plans, the project will be comply with the checklist provided. b. Truck turning exhibits for delivery and emergency vehicles.Nexamp Response: At the time of Final Engineering Plans, truck turning exhibits will be provided. c. Photometric plan.Nexamp Response: There will be no lighting associated with this project. d. Decommissioning cost estimate.Nexamp Response: At the time of Final Engineering Plans, a Decommissioning estimate will be provided. City Landscape Consultant Comments (Hey and Associates): 200 W Monroe Street, Suite 620, Chicago, IL 60606 617.431.1440 |www.nexamp.com 1. Parkway Landscaping: A minimum of one tree per 50 linear feet of frontage is required along Galena Road and Route 47.Nexamp Response: Attached Landscape Plan has been revised to show proposed parkway landscaping. 2. Perimeter Landscaping: The proposed development does not directly abut single-family residential property, so therefore perimeter landscaping requirements do not apply.Nexamp Response: Noted. 3. Parking Lot Landscaping: The proposed development does not include parking lots; therefore, parking lot landscaping requirements do not apply.Nexamp Response: Noted. 4. Lot landscaping: Lot landscaping requirements are not met. Nonresidential developments include 2 shade trees and 15 shrubs be provided for every 20,000 square feet of lot area. We understand trees and shrubs may not be desirable near the solar array, but the eastern half o the site appears vacant. Consider native plantings to enhance the Rob Roy Creek corridor, which would complement the proposed pollinator friendly solar array seed mix. Nexamp Response: Attached Landscape Plan has been revised to show lot landscaping to the maximum extent possible given most of the development area will require access to sun light. The project will not be located near the Rob Roy Creek. The intent is the Rob Roy Creek will not be impacted by the proposed solar project. Further improvements to Rob Roy Creek can be address with further development of the remaining property. Stormwater Storage Basin Landscaping: No stormwater storage basins were found; therefore, these requirements do not apply.Nexamp Response: Per the Engineering Review comments, stormwater basins have been added to the site plans. Per the landscape code, no basin landscaping is required as they are located outside of the front and side setbacks. 5. Tree Preservation: Tree Preservation standards apply to all development parcels greater than five acres; therefore, these requirements apply to this site. A review 200 W Monroe Street, Suite 620, Chicago, IL 60606 617.431.1440 |www.nexamp.com of Google Earth imagery reveals trees are present on the site, but that there may not be trees present on the portion of the site proposed for development. Nexamp Response: Agreed, there are no trees present within the development area of the site. 6. General Standards: The landscape plan indicates a “Native Pollinator Friendly Solar Array Seed Mix” will be installed but no details are provided. Plan should species (both botanic and common names) and seeding rate of mix. A maintenance plan should also be submitted describing how this landscape will be maintained to ensure that desired species become established, persist, and the area is not overtaken by weeds.Nexamp Response: A detailed seed mix has been added to the plans. Also, attached the maintenance plan. The plans should indicate what is proposed on the eastern half of the site that appears vacant.Nexamp Response: The remaining undeveloped property will remain in agricultural production until an application is made at a future date to develop the remaining property. PLAN COUNCIL AGENDA Thursday, July 25, 2024 9:00 a.m. City Hall Community Development 3rd Floor – East Conference Room Remote Access via Zoom 1. Minutes for approval: May 23, 2024 2. PZC 2024-01 Yorkville Renewables – Nexamp Solar – Rezoning, Special Use & Variance Adjournment United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4350 Fax: 630-553-7575 DRAFT Page 1 of 4 UNITED CITY OF YORKVILLE PLAN COUNCIL Community Development East Conference Room, 3rd floor 651 Prairie Pointe Drive, Yorkville, IL Thursday, May 23, 2024 9:00am IN ATTENDANCE: Krysti Barksdale Noble, City of Yorkville Community Development Director Sara Mendez, City of Yorkville Planner 1 Bart Olson, City Administrator (arr. 9:07am) Brad Sanderson, EEI/City Engineer Eric Dhuse, Public Works Director Pete Ratos, Building Code Official (arr. 9:02am) Lynn Dubajic Kellogg, City Consultant (arr. 9:08am) Pamela Whitfield, EEI Scott McCarty, BKFD Mike Torrence, BKFD Dave Riendeau, Manhard Consulting Doug Shannon, Gary R. Weber Associates Russ Whitaker, Rosanova & Whitaker Bradd Hout, Cyrus One Matt, D. R. Horton Nathan Sevener Ms. Noble called the meeting to order at 9:00am. 1. Minutes for approval: February 8, 2024 The minutes were approved as presented. All meeting participants introduced themselves and Ms. Noble explained the procedure for the meeting. 2. PZC 2024-14 Grande Reserve – Units 10 & 11 – Final Plat Background: Ms. Noble said this proposal is for Units 10a and 11a of Grande Reserve and consists of 22 acres with 158 new residential townhome lots. The parcel will be developed in phases and at full buildout will consist of 312 townhomes, 14 more than originally planned. The preliminary plans of final plats were pre-approved in April 2005 but never recorded and have expired. Regarding the concept plans, they are consistent with those previously approved and will be reviewed by the city for a number count as well as architecturally per the Comprehensive Plan. There had been an Economic Incentive Agreement in 2021 which reduced a portion of the unplanned development from duplex units to single family resulting in a reduction of 11 single family homes, so the increased 14 have not resulted in an imbalance. Page 2 of 4 Per the Comp Plan, the homeowners will be responsible for snowplowing in the cul-de-sacs. Staff will also require a declaration of CCR's. (Codes, Covenants and Restrictions). Also required are appearance standards and staff has now received color renderings and are reviewing. There is a credit system in the ordinance giving credit for certain architectural features which has been met and credit given. The plats do indicate the lots meet the building setbacks, but there are standards that dictate minimum building-to-building setbacks. The certificate block on units 10a and 11a should be revised to 'Planning and Zoning Commission' rather than 'Plan Commission'. Comments from Engineer Brad Sanderson are detailed in a letter in the agenda packet. Public Works and the Building Code Official had no comment at this time. Ms. Noble said the next step is the June 4th EDC meeting at which time she will have an updated memo and she asked for other updated material by May 31st. 3. PZC 2024-15 C-1 Yorkville (Cyrus One) – PUD & Preliminary PUD Plan Background: Ms. Noble said this plan is for 230 acres at Faxon and Eldamain. The site is proposed for a data center with 9 stand-alone buildings and 6 stormwater basins which would be built in phases over 10-20 years. It is zoned for this type of land use, however, the petitioner has asked for 13 proposed deviations from the M-2 general manufacturing standards. Per the UDO, there is a requested list of approved PUD standards to be met and at least one to qualify for a PUD. Staff thinks that standard #12, the regional utility improvement, would qualify. Other Comments: 1. The written responses were adequate. Ms. Noble noted that the requested deviation for future energy industrial use regulations is not in the UDO at this time. They are requesting a waiver for future standards being adopted which staff supports. 2. Regarding the preliminary PUD plan, the petitioner has 3 years (because it's a Special Use) to do a Final Plat without the preliminary plan expiring. 3. Mr. Hout said each building takes approximately 12-15 months to build and they hope to move dirt in 2025. 4. The building setbacks are met, but a deviation is requested from the internal building, for which Ms. Noble asked for clarification. They will request zero setbacks at this time until it is decided. Mr. Ratos added that they still must meet the fire and building codes. 5. Clarification is needed if total site coverage is 24% or 35%. The building height is OK. 6. Parking deviation is also being requested. Cyrus One did calculations on gross floor space, while it should be based on net floor space. Staff says there should be no less than 400 parking spots which is shared parking for all the buildings. A minimum of 10 electric vehicle charging stations is requested. Page 3 of 4 7. Off-street loading is OK. 8. There are 4 components for a landscape plan. The petitioner is asking for a blanket variance for landscape standards, but staff is not comfortable until the plan is received. The Comp Plan also calls for a rural character buffer along Eldamain. A specific plan is needed to grant the deviation. 9. Ms. Noble noted the deviation request for mechanical screening which staff supports. The city has engaged a sound engineer to determine where the mechanical units should be located and if more landscaping is needed or a different placement. 10. Mr. Sevener, sound engineer, said the Yorkville noise ordinance has a tonal penalty which may or may not apply to cooling equipment. Outdoor chillers can cause a high strong tonal component. Ms. Noble noted that the sound is measured on the receiving property, not on the site and different numbers apply on residential property vs. non-residential. 11. Mr. Whitaker asked how the city ordinance differs from the pollution control board standard? IBPC has a more extensive ordinance with limitations at different frequencies. 12. Fencing heights needs to be verified on the plan. The height will be 8 feet and it will be an ornamental black fence. It may be taller around the sub-station. 13. Appearance Standards: The Petitioner is asking for relief from a building recess. The city is asking for the recess on the sides abutting streets. The material meets the facade requirements and staff also requested some type of window feature to break up the long expanse. 14. Signage: No monument sign planned, but there will be signage 15. Address: The proposal will have single site address, but individual buildings will be clearly marked. 16. Photometric plan: This plan is needed. 17. Mr. Hout noted the main entrance was moved to Eldamain with a secondary access on Faxon. A third access on Beecher was removed. 18. There are a couple wetlands identified with no setbacks around them. The Army Corps will visit to ascertain wetlands setbacks and then the buffer can be determined. 19. Mike Torrence/BKFD comments: Developer needs to insure access around buildings, roads must bear weight of fire trucks and hydrants are needed. Hydrant locations will be included on the plans. 20. There was a discussion of the complete rebuild of Faxon and Beecher. Mr. Whitaker asked about reimbursement for half the road reconstruction, however, Mr. Olson said it is not in the agreement and city ordinance requires this. Timing of construction will be discussed and Mr. Olson said it could be done after construction. They also discussed easements and rights-of-way. Faxon would be the road primarily used for construction traffic. 21. Mr. Whitaker asked if the developer had to improve Beecher Rd. even though the project will have no access on Beecher per the revised plan. Mr. Olson replied yes. Bright Farms improved all the way Page 4 of 4 to their entrance and developments there are funding road improvements. 22. Police Comments: Ms. Noble said the PD asked if they will have access to the gate in the complex. The Police and Fire will both have access and there will be a Knox box and ability to open the gate which will have an alarm. The police also asked if they will have access to the security cameras for emergency purposes. Maps or floor plans will be available for emergencies. There will be on-site security. 23. Ms. Noble said the next steps are the June 4 EDC meeting and a June or July PZC meeting, depending on the project being a PUD agreement or development agreement. Mr. Hout said the focus should be on a PUD. Public Hearing notices and other deadlines were noted. An updated plan and narrative are needed by May 27th. Adjournment There was no further business and the meeting adjourned at 10:08am. Minutes respectfully transcribed by Marlys Young, Minute Taker I have reviewed the applications for Rezoning, Special Use, and Variance request dated June 13, 2024 as submitted by Daniel Kramer on behalf of Nexamp, Yorkville Renewables, LLC, petitioner. The following supplemental materials were included within the original applications including the newly submitted supplemental materials from June 13, 2024: 1) Project Narrative/System Design Summary dated March 9, 2022, as prepared by Nexamp 2) Property Aerial dated 03/13/22, as prepared by Nexamp 3) Legal Description dated August 15, 2022, as prepared by Atwell Group 4) ALTA Survey/NSPS Land Title Survey dated 11/23/2022, as prepared by 5) Special Use Application Plans dated 8/18/22, as prepared by Atwell Group and submitted by Nexamp 6) Glare Study dated Aug. 18, 2022, prepared by Forge Solar 7) Vegetation Management Plan for Solar Sites Utilizing Native Vegetation, as prepared by Natural Resource Services 8) Electrical Diagram dated 01/10/2021, as submitted by Nexamp 9) Manufactures Cut Sheets, as submitted by Nexamp 10) Interconnection Agreement with ComEd 11) Decommissioning Plan, as prepared by Nexamp 12) Application for Rezoning, as prepared by Yorkville Renewables, LLC 13) Application for Special Use, as prepared by Yorkville Renewables, LLC 14) List of Property Owners within 500 feet of subject parcel 15) Copy of Memorandum of Understanding Regarding the Repeal of the Planned Unit Development Agreement for the East Village of Westbury, as executed by Daniel A. and Charene S. Nagel. 16) Application for Variance, as prepared by 126612 Corneils Road Solar, LLC 17) Preliminary Decommissioning Cost Estimate for Yorkville Solar During First 5 Years of Operation, dated January 29, 2024 18) Yorkville Renewables, LLC Response Letter, dated June 13, 2024 19) Final Site Plans, dated June 11, 2024 20) Stormwater Memo, dated February 9, 2024 21) Conditional Use Permit Narrative, dated June 14, 2024 22) Rendering, dated June 13, 2024 23) Kendall County Highway Department Access Approval Email, dated November 9, 2022 The petitioner is seeking to construct a 5-megawatt (MW) alternating current (AC) freestanding community solar farm “garden”. The proposed 23-acre solar farm will be situated on approximately 73.5 acres of existing farmland parcel located near the southwest corner of Galena Road and Route 47 within the former East Westbury Village Planned Unit Development (PUD). The petitioner is also requesting to rezone the parcel from the current R2 Single-Family Traditional Residence District to A-1 Agricultural District zoning for a solar farm and will also require a variance to Section 10-4-13 of the City’s Unified Development Ordinance to decrease the minimum rear and interior side yard setbacks from one hundred (100) feet to eight (8) feet. Memorandum To: Plan Council From: Sara Mendez, Planner I Date: July 18, 2024 Subject: PZC 2024-01 Yorkville Renewables/Nexamp – Solar Farm Rezoning, Special Use, and Variance Based upon my review of the application documents and preliminary plans, I have compiled the following comments (requests to the petitioner are underlined): WESTBURY PUD AGREEMENT COMMENTS: 1. The parcel is within a formally existing Planned Unit Development (PUD) known as East Village of Westbury. 2. A Memorandum of Understanding with the successor property owners of the East Village of Westbury development was executed to repeal the land plan and obligations of the PUD on May 28, 2024 (Ordinance No. 2024-05). 3. The underlying zoning of the property will remain R-2 Single-Family Traditional Residence District. REZONING COMMENTS: 1. Per Table 10-3-12(B) Permitted and Special Uses of the Unified Development Ordinance, solar farms are special uses in the A-1 Agricultural District. 2. Section 10-8-12B of the Unified Development Ordinance states specific standards for rezoning which all recommendation bodies will review. The petitioner has provided answers to each of the criteria in the application as well as providing an additional attachment to these standards. VARIANCE COMMENTS 1. Section 10-4-13 Alternative Energy Use Standards in the City’s Unified Development Ordinance provides setback specifics for solar farm uses in the A-1 Agricultural District. The petitioner is seeking a variance to decrease the minimum rear and interior side yard setbacks from one hundred (100) feet to eight (8) feet. 2. Section 10-8-9C.1 of the Unified Development Ordinance states specific standards for variance requests which all recommendation bodies will review. The petitioner has provided answers to each of the criteria in the application to these standards. SPECIAL USE COMMENTS: Zoning The subject property consists of two (2) parcels (#02-05-400-005 and 02-08-200-030) which are currently zoned R-2. The following are the current immediate surrounding zoning and land uses: Zoning Land Use North Westhaven Planned Unit Development (R-2, R-3) Agriculture South Former Westbury East Village (R-2) Agriculture East IL Route 47 B-3 General Business District Transportation Land Use O’Keefe Property/Gas Station/Raging Waves Waterpark West A1-Special Use (Unincorporated Kendall County) Compost Facility/Agriculture x The proposed community solar farm will consist of approximately 11,712 arrays, per the Conditional Use Permit Narrative dated June 14, 2024. x In a Response Letter dated June 13, 2024, the petitioner has stated the total number of tracker motors is estimated between 10 to 176, depending on the final design of the system. x In a Response Letter dated June 13, 2024, the petitioner has stated the operations phase of the lease is for 20 years with several extensions that could extend the operations phase of the project to 40 years. x The Site Layout Plan (Exhibit C-300 C) should be updated to reflect the correct zoning of the property, R-2 Single-Family Traditional Residence District. Location on Site Section 10-4-13 Alternative Energy Use Standards in the City’s Unified Development Ordinance provides setback specifics for solar farm uses in the A-1 Agricultural District. The following compares the yard setbacks required for solar farm uses: Minimum Setback for Equipment to Property Line Proposed Setback Front (East) 100 feet 1,000 feet Interior Side (North) 100 feet 8 feet Side Yard (South) 50 feet from nonresidential/100 feet from residential 8 feet Rear (West) 50 feet from nonresidential/100 feet from residential 8 feet x The location of the solar panels meets the front (east) yard setback for the Solar Farm uses in the A-1 Agricultural District. However, the solar panels appear to encroach into the required rear and interior side yards to the south, west, and north. o The minimum distances required for the rear and west and for the side and south and north is 100 feet, excluding the fence. o The petitioner has filed a variance request to maintain 8 feet from the interior side and rear yard setbacks. x Section 10-4-13B.8.b of the Unified Development Ordinance states that all parts of any freestanding solar energy system shall be set back one hundred (100) feet from side and rear property lines. x Staff has identified the north property line (parallel to Galena Road) as a side property line since there are intervening parcels between the property line of the subject property and Galena Road. The north property line adjacent to the proposed solar farm is not considered a front yard due to Section 10-2-6: Frontage definition in the Unified Development Ordinance which establishes the lot line which abuts a street shall be the front lot line. x The Site Layout Plan (Exhibit C-300 C) should be revised to reflect the proposed interior side yard (north) setback. x The petitioner’s exhibit (C-300 C) indicates the distance of the proposed solar farm and/or the fence line to the nearest residential parcels to the north along Galena Road. x The location of the solar panels meets the buffer area of one thousand (1,000) feet from the nearest solar array to roadway networks, per petitioner’s Exhibit C-300 C. x The location of the solar panels exceeds the one thousand (1,000) foot setback from the nearest solar array to the edge of the bank of the Fox River. Minimum Lot Size Section 10-4-13B.1 of the Unified Development Ordinance states no solar farms shall be erected on any lot less than three (3) acres in size. x In a Response Letter dated June 13, 2024, the petitioner has stated the project intends to develop on approximately 23 acres of overall parcel Maximum Lot Coverage Section 10-4-13B.2 of the Unified Development Ordinance states a solar farm use may occupy up to eighty (80) percent of a given parcel in this district. x As proposed, the solar farm will occupy approximately 31% (23-acres) of the overall existing 73.5 acres of existing farmland. Height The maximum structure height for solar systems, equipment, and structures shall not exceed thirty feet (30’) in height when ground mounted, per Section 10-4-13B.6 in the Unified Development Ordinance. x The petitioner’s exhibit should be revised to display the height of the solar array. Glare/Lighting Section 10-4-13B.13 of the Unified Development Ordinance states solar panels shall be placed such that concentrated solar radiation or glare shall not be directed onto nearby properties or roadways. The panels shall be placed to face east and rotate west to follow the path of the sun to collect the most sunlight throughout the day. x The petitioner has submitted a glare study and analysis which concludes that there was no potential for glint or glare identified by the analysis. x The petitioner’s exhibit (Rendering, dated June 13, 2024) displays viewshed from angles around the solar farm that illustrate how far away the panels will be from the public-right-of-way (IL Route 47 and Galena Road), as well as from the residential land uses to the north. Noise The transformer is the greatest source of noise on the property. x The petitioner’s exhibit (Sheet C-300 C Site Plan Layout) indicates the transformer is 1,443.2 feet to the nearest residence located to the north on Galena Road. Fencing The petitioner has proposed an eight (8) foot tall, galvanized chain link fence with slats to surround the ~4,600 linear foot perimeter of the solar farm with a 20-foot-wide vehicle access gate. As stated in Section 10-4-13B.9 of the Unified Development Ordinance, Fence Regulations for Solar Farms, states that systems, equipment, and structures shall be fully enclosed and secured by a fence or wall with a height of eight (8) feet. x A Knox box and keys shall be provided to the City’s building department and Bristol Kendall Fire District (BKFD). x Petitioner’s exhibit (Sheet C-600 C Standard Details) indicates the Knox-Box location on the fence that has been added to the Gate Detail Access Road The proposed site access is via a new 20-ft. wide gravel driveway proposed off Galena Road (1.380 acres). x The path provides access to the equipment, however, no formal parking stalls are provided, as no buildings, employees are planned on the site except for the occasional mowing or maintenance visits. x Section 10-4-13-B.5 of the City’s Unified Development Ordinance states off-street parking provided on site shall be paved. o Staff recommends the petitioner have a paved area for off-street parking. x Gravel roads are not permitted for vehicle travel. o The petitioner’s exhibit (C-401 Grading Plan – Access Road) provides a gravel access road pavement section for review and consideration. Staff defers to the City Public Works Director and City Engineer for comment on the road composition. Decommissioning Estimate/Plan The petitioner has provided a decommission plan. x Staff defers to City Engineer. Accessory Use Section 10-4-13-A.2 of the City’s Unified Development Ordinance states solar and wind farms shall be an accessory to the principal permitted use of a site. Therefore, the area and scale of the solar farm must be less than the primary agricultural land use. x As proposed, the solar farm will occupy approximately 31% (23-acres) of the overall existing 73.5 acres of existing farmland. Signage Per Section 10-4-13B.9.a(1) and (2) of the City’s Unified Development Ordinance, warning signs shall be provided at the entrance to the facility and along the perimeter of the solar farm. x Additionally, the signs shall be less than four (4) square feet and made with letters and numbers at least three (3) inches in height and shall include the 911 address and an emergency phone number of the operator which shall be answered twenty-four (24) hours a day by a live operator. A nonemergency phone number for the operator shall be displayed. x The emergency contact sign in petitioner’s exhibit C-600 C should be revised to provide the dimensions of the emergency contact sign. Landscaping x Defer to Engineering Comments related to landscaping. Utilities Per Section 10-4-13B.4 of the Unified Development Ordinance, power and communication lines running in between banks of solar panels and to electric substations or interconnections with buildings shall be buried underground. x The routing of the electrical infrastructure required to connect to the ComEd system includes electrical cables installed underground for the entire project with the exception of a series of overhead poles (approx. 6-8) for a wire connection near IL Route 47. Utility Service Provider Section 10-4-13-B.4.a of the Unified Development Ordinance states that evidence that the electric utility service provider that serves the proposed site has been notified of the owner’s intent to install an interconnected customer owned electricity generator. x The petitioner has provided a copy of an Interconnection Agreement, as prepared by ComEd dated 02/24/2022. Special Use Standards Section 10-8-5-D state specific standards for special use which all recommendation bodies will review. The petitioner has provided answers to each of the criteria in the application as well as providing an additional attachment to these standards. Easement Access Section 10-4-13-B.14 of the City’s Unified Development Ordinance states an easement, or other authorized means of access as determined by the City Attorney, shall be provided over the property to allow the City or its contractor to enter and remove the abandoned system in compliance with the City Code. Yorkville Police Department Memorandum 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4340 Fax: 630-553-1141 Date: October 3, 2023 To: Krysti Barksdale-Noble (Community Development Director) From: James Jensen (Chief of Police) Reference: Plan Review – PZC 2023 - Project Name: Yorkville Renewables, LLC Nexamp Solar Westbury (Nagel) Applicant Name: Dan and Charene Nagel Petitioner Name: Christopher F. Clark (Yorkville Renewables, LLC) Project Number: PZC 2023- Project Location: 10292 Galena Road, Yorkville, IL (Parcel # 02-08-200-030) The comments listed below are referenced to the above project: Signage Handicapped Signage Required: ____ Yes __X__No Comments: N/A **Signage must meet MUTCD Standards **Fine amount must be listed on sign Speed Limit Signage Required/Recommended ____ Yes __X__No School Zone Special Signage ____ Yes __X__No Special Speed Zone Signage Requested ____ Yes __X__No No Parking Signage Recommended? ____ Yes __X__No ____ No Parking After 2” Snow Fall No Parking Locations: x N/A Dedicated Parking signage needed? ____ Yes __X__No ____ Located by Park ____ School ____ Common Parking Area Yorkville Police Department Memorandum 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4340 Fax: 630-553-1141 Are there Street Name Conflicts? ____ Yes __X__No Comments: N/A Pedestrian/Bike Path Crossing Signage? ____ Yes __X__No Warning Ahead Signs are Required NO Construction Traffic Signage being requested? ____ Yes __X__No Location: _________________________________________________________ ***We request that all signage is posted prior to the first occupancy permit being issued for each POD or phase.*** ***All traffic control signage must conform to MUTCH Standards specific to location, size, color, and height levels*** Roadway Street Width: _____________ Should parking be allowed on BOTH sides of road? ____ Yes ____ No Should parking be restricted to fire hydrant side? ____ Yes ____ No Center Roadway Medians: ____ Yes ____ No Limit Parking on Median? ____ Yes ____ No Signage Needed? ____ Yes ____ No Room for Emergency Veh. w/ one lane Obstructed? ____ Yes ____ No Do you have intersection Concerns?__X__Yes ____ No Concerns as listed below: x Location of the driveway(s) into Yorkville Renewables x Driveway(s) clearly marked with signage in both directions x Distance from driveway(s) on Galena Road to the intersection of Rt. 47 would be concerning due to vehicle speeds on Galena Road Landscape Low Growth or Ground Cover Landscaping? ____ Yes ____ No Low Growth or Ground Cover Landscaping by windows? ____ Yes ____ No Low Growth or Ground Cover Landscaping by Entrances ____ Yes ____ No Yorkville Police Department Memorandum 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4340 Fax: 630-553-1141 Comments: N/A Ingress / Egress Entrance/Exits match up with adjacent driveways? ____ Yes __X__No Total Entrance/Exits for development?__1__ Are vehicle entrance/exits safe? ____ Yes ____ No Are warning signs for cross traffic requested?__X__Yes ____ No Raised Median & Signage for Right in & Right Out? ____ Yes __X__No Concerns: __________________________________________________________ Emergency Contact for after hours during construction:Information needed Is this a gated or controlled access development?__X__Yes ____ No If yes, will Police & Fire have Access?__X__Yes ____ No Comments: Will police have access in case of emergency? Miscellaneous Individual Mailboxes? ____ Yes __X__No Cluster Mailbox Kiosks? ____ Yes __X__No Will this cause traffic choke points? ____ Yes __X__No Are sidewalks being planned for the development? ____ Yes __X__No Are sidewalk crosswalks needed? ____ Yes __X__No Are there bike paths planned for this project? ____ Yes __X__No Proper Signage needed for bike paths ____ Yes ____ No ____ Stop Signs ____ Yield Signs ____ NO Motorized Vehicles ____ Trespassing ____ Other _______________________________________ Are there HOA Controlled Roadway OR Parking Areas? ____ Yes ____ No Ample Parking on Site? ____ Yes ____ No Yorkville Police Department Memorandum 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4340 Fax: 630-553-1141 Are there other City Ordinance Concerns? ____ Yes ____ No ____ Noise Ordinance ____ Parking Ordinances ____ Alarm Ordinance Security Will security cameras be in use? ____ Yes ____ No Comments: Will there be security cameras used on site? Will the business/management provide the police department remote access to the camera system (User credentials only)? ____ Yes ____ No Comments: If you will have camera access on site would the police department have remote access into the system for emergency purposes only? What are the business Hours of Operation?N/A Will the property be alarmed? ____ Yes ____ No Comments: Will the gate be alarmed? Will you provide Floor Plans/Maps to the police department ____ Yes ____ No Comments: N/A I hope you find this information helpful, and we look forward to reviewing the revisions. If you should have any questions, comments, or concerns please do not hesitate to contact me. PUBLIC NOTICE NOTICE OF PUBLIC HEARING BEFORE UNITED CITY OF YORKVILLE PLANNING AND ZONING COMMISSION PZC 2024-01 NOTICE IS HEREBY GIVEN THAT Yorkville Renewables, LLC, contract lessee, and Daniel A. and Charene S. Nagel, property owners, petitioners, have filed applications with the United City of Yorkville, Kendall County, Illinois, requesting rezoning classification, special use authorization, and a bulk regulation variance approval. The real property is located on the southwest corner of Galena Road and Illinois Route 47. The petitioners are requesting rezoning approval from R-2 Single-Family Traditional Residence District to A-1 Agricultural District. The petitioners are also requesting special use permit approval in pursuant to Section 10-8-5 of the Unified Development Ordinance for a solar farm. Lastly, the petitioners are requesting a bulk regulation variance to Section 10-4-13.B of the Unified Development Ordinance requesting a reduction in the north, west, and south property lines setback from 50 feet to 8 feet. The legal description is as follows: PARENT PARCEL LEGAL DESCRIPTION: LEGAL DESCRIPTION PER NEAR NORTH TITLE GROUP TITLE COMMITMENT IL1808635- 114 DATED SEPTEMBER 28, 2023 & DOC. NO.: 202100021967 & 202100002603. THAT PART OF THE EAST HALF OF SECTION 8 AND THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY ALONG THE CENTERLINE OF SAID OLD GALENA ROAD TO T HE WEST LINE •OF 1HE SOUTHEAST QUARTER OF SECTION 5; THENCE SOUTH ALONG SAID WEST LINE• AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO A POINT 1080.00 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01 DEGREE 00 MINUTES 03 SECONDS WEST (BEARINGS ASSUMED FOR DESCRIPTION PURPOSES ONLY) 3404.28 FEET ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO THE POINT OF BEGINNING; THENCE SOUTH 86 DEGREES 50 MINUTES 24 SECONDS EAST, 202.52 FEET; THENCE SOUTH 07 DEGREES 50 MINUTES 38 SECONDS EAST, 23.88 FEET; THENCE NORTH 86 DEGREES 41 MINUTES 57 SECONDS EAST, 65.30 FEET; THENCE NORTH 83 DEGREES 59 MINUTES 57 SECONDS EAST, 125.00 FEET; THENCE SOUTH 06 DEGREES 04 MINUTES 54 SECONDS EAST, 79.10 FEET; THENCE SOUTH 14 DEGREES 15 MINUTES 17 SECONDS EAST, 67.24 FEET; THENCE SOUTH 30 DEGREES 16 MINUTES 13 SECONDS EAST, 44.66 FEET; THENCE SOUTH 29 DEGREES 19 MINUTES 38 SECONDS EAST, 22.58 FEET; THENCE NORTH 89 DEGREES 16 MINUTES 13 SECONDS EAST, 991.74 FEET; THENCE NORTHERLY, 143.34 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 515.67 FEET, THE CHORD OF SAID CURVE BEARING NORTH 13 DEGREES 02 MINUTES 53 SECONDS EAST; THENCE NORTH 21 DEGREES 01 MINUTE 18 SECONDS EAST 318.85 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 218.64 FEET ALONG A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 385.00 FEET, THE CHORD OF SAID CURVE BEARING NORTH 04 DEGREES 45 MINUTES 09 SECONDS EAST; THENCE NORTH 11 DEGREES 31 MINUTES 00 SECONDS WEST TANGENT TO THE LAST DESCRIBED COURSE, 217.08 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 111.06 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 872.13 FEET, THE CHORD OF SAID CURVE BEARING NORTH 07 DEGREES 52 MINUTES 07 SECONDS WEST; THENCE NORTH 06 DEGREES 19 MINUTES 17 SECONDS WEST, 33.01 FEET; THENCE NORTH 05 DEGREES 23 MINUTES 16 SECONDS WEST, 151.18 FEET; THENCE NORTHERLY, 142.11 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 623.89 FEET, THE CHORD OF SAID CURVE BEARING NORTH 09 DEGREES 31 MINUTES 35 SECONDS EAST; THENCE NORTH 16 DEGREES 03 MINUTES 07 SECONDS EAST, 50.00 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF GALENA ROAD AS ESTABLISHED PER DOCUMENT 145913 RECORDED JUNE 5, 1964; THENCE SOUTH 73 DEGREES 56 MINUTES 53 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 1111.62 FEET TO THE EAST LINE OF THE AFOREMENTIONED EAST HALF OF SECTION 8; THENCE SOUTH 01 DEGREE 06 MINUTES 41 SECONDS EAST ALONG SAID EAST LINE, 1188.97 FEET TO THE INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 AS ESTABLISHED PER DOCUMENT 910147 (THE FOLLOWING TWO COURSES ARE ALONG SAID WESTERLY RIGHT-OF-WAY LINE); THENCE SOUTHERLY, 496.43 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 2259.20 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 05 DEGREES 11 MINUTES 01 SECOND WEST; THENCE SOUTH 01 DEGREE 06 MINUTES 41 SECONDS EAST, 118.67 FEET; THENCE SOUTH 88 DEGREES 53 MINUTES 19 SECONDS WEST, 450.34 FEET; THENCE NORTH 09 DEGREES 39 MINUTES 39 SECONDS EAST, 183.43 FEET; THENCE NORTH 87 DEGREES 18 MINUTES 59 SECONDS WEST, 68.19 FEET; THENCE SOUTH 77 DEGREES 17 MINUTES 38 SECONDS WEST, 142.43 FEET; THENCE SOUTH 64 DEGREES 38 MINUTES 07 SECONDS WEST, 40.98 FEET; THENCE SOUTH 56 DEGREES 27 MINUTES 23 SECONDS WEST, 62.20 FEET; THENCE SOUTH 54 DEGREES 35 MINUTES 06 SECONDS WEST, 47.33 FEET; THENCE SOUTH 60 DEGREES 03 MINUTES 18 SECONDS WEST, 101.98 FEET; THENCE SOUTH 69 DEGREES 40 MINUTES 43 SECONDS WEST, 181.54 FEET; THENCE SOUTH 35 DEGREES 33 MINUTES 08 SECONDS WEST, 33.43 FEET; THENCE SOUTH 86 DEGREES 05 MINUTES 40 SECONDS WEST, 147.85 FEET; THENCE NORTH 78 DEGREES 13 MINUTES 45 SECONDS WEST, 80.00 FEET; THENCE NORTH 59 DEGREES 05 MINUTES 34 SECONDS WEST, 153.76 FEET; THENCE NORTH 74 DEGREES 47 MINUTES 54 SECONDS WEST, 27.24 FEET; THENCE NORTH 06 DEGREES 17 MINUTES 38 SECONDS WEST, 224.12 FEET; THENCE NORTH 73 DEGREES 10 MINUTES 01 SECOND WEST, 184.74 FEET; THENCE NORTH 85 DEGREES 19 MINUTES 13 SECONDS WEST, 118.52 FEET; THENCE SOUTH 33 DEGREES 11 MINUTES 19 SECONDS WEST, 84.38 FEET; THENCE SOUTH 34 DEGREES 29 MINUTES 59 SECONDS WEST, 90.01 FEET; THENCE SOUTH 46 DEGREES 15 MINUTES 48 SECONDS WEST, 122.93 FEET; THENCE SOUTH 64 DEGREES 24 MINUTES 44 SECONDS WEST, 53.07 FEET; THENCE SOUTH 89 DEGREES 30 MINUTES 40 SECONDS WEST, 70.96 FEET; THENCE NORTH 76 DEGREES 54 MINUTES 34 SECONDS WEST, 59.31 FEET; THENCE NORTH 61 DEGREES 03 MINUTES 12 SECONDS WEST, 59.31 FEET; THENCE NORTH 45 DEGREES 11 MINUTES 49 SECONDS WEST, 59.31 FEET; THENCE SOUTH 52 DEGREES 43 MINUTES 52 SECONDS WEST, 150.00 FEET; THENCE NORTHWESTERLY, 72.66 FEET ALONG A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 365.00 FEET, THE CHORD OF SAID CURVE BEARING NORTH 31 DEGREES 33 MINUTES 56 SECONDS WEST; THENCE SOUTH 64 DEGREES 08 MINUTES 15 SECONDS WEST, 204.82 FEET; THENCE SOUTH 88 DEGREES 59 MINUTES 57 SECONDS WEST, 68.98 FEET TO THE AFOREMENTIONED WEST LINE OF THE EAST HALF OF SECTION 8; THENCE NORTH 01 DEGREE 00 MINUTES 03 SECONDS WEST ALONG SAID WEST LINE, 957.25 FEET TO THE POINT OF BEGINNING, IN KENDALL COUNTY, ILLINOIS. EXCEPT THAT PORTION THEREOF DESCRIBED IN THE QUIT CLAIM DEED RECORDED AUGUST 16, 2018 AS DOCUMENT 201800011813, DESCRIBED AS FOLLOWS: THAT PART OF THE EAST HALF OF SECTION 8 AND THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY ALONG THE CENTERLINE OF SAID OLD GALENA ROAD TO THE WEST LINE •OF 1HE SOUTHEAST QUARTER OF SECTION 5; THENCE SOUTH ALONG SAID WEST LINE• AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO A POINT 1080.00 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST (BEARINGS ASSUMED FOR DESCRIPTION PURPOSES ONLY), 3404.28 FEET ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO THE POINT OF BEGINNING; THENCE SOUTH 86°50'24" EAST, 202.52 FEET; THENCE SOUTH 07°50'38" EAST, 23.88 FEET; THENCE NORTH 86°41'57" EAST, 65.30 FEET; THENCE NORTH 83°59'57" EAST, 125.00 FEET; THENCE SOUTH 06°04'54" EAST, 79.10 FEET; THENCE SOUTH 14°15'17" EAST, 67.24 FEET; THENCE SOUTH 30°16'13" EAST, 44.66 FEET; THENCE SOUTH 29°19'38" EAST, 22.58 FEET; THENCE NORTH 89°16'13" EAST, 991. 74 FEET; THENCE NORTHERLY, 143.34 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 515.67 FEET, THE CHORD OF SAID CURVE BEARING NORTH 13°02'53" EAST; THENCE NORTH 21°01'18" EAST, 318.85 FEET; THENCE NORTHERLY TANGENT TO THE LAST DESCRIBED COURSE, 218.64 FEET ALONG A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 385.0 FEET, THE CHORD OF SAID CURVE BEARING NORTH 04°45'09" EAST; THENCE NORTH 11°31'00" WEST TANGENT TO THE LAST DESCRIBED COURSE, 217.08 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 111.06 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 872.13 FEET, THE CHORD OF SAID CURVE BEARING NORTH 07°52'07" WEST; THENCE NORTH 06°19'17" WEST, 33.01 FEET; THENCE NORTH 05°23'16" WEST, 151.18 FEET; THENCE NORTHERLY, 142.11 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 623.89 FEET, THE CHORD OF SAID CURVE BEARING NORTH 09°31'35" EAST; THENCE NORTH 16°03'07" EAST, 50.0 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF GALENA ROAD AS ESTABLISHED PER DOCUMENT 145913 RECORDED JUNE 5, 1964; THENCE SOUTH 73°56'53" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 1111.62 FEET TO THE EAST LINE OF THE AFOREMENTIONED EAST HALF OF SECTION 8; THENCE SOUTH 01°06'41" EAST ALONG SAID EAST LINE, 1188.97 FEET TO THE INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 AS ESTABLISHED PER DOCUMENT 910147 (THE FOLLOWING TWO COURSES ARE ALONG SAID WESTERLY RIGHT-OF-WAY LINE); THENCE SOUTHERLY, 496.43 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 2259.20 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 05°11'01" WEST; THENCE SOUTH 01°06'41" EAST, 118.67 FEET; THENCE SOUTH 88°53'19" WEST, 450.34 FEET; THENCE NORTH 09°39'39" EAST, 183.43 FEET; THENCE NORTH 87°18'59" WEST, 68.19 FEET; THENCE SOUTH 77°17'38" WEST, 142.43 FEET; THENCE SOUTH 87°18'59" WEST, 68.19 FEET; THENCE SOUTH 77°17'38" WEST, 142.43 FEET; THENCE SOUTH 64°38'07" WEST, 40,98 FEET; THENCE SOUTH 56°27'23" WEST, 62.20 FEET; THENCE SOUTH 54°35'06" WEST, 47.33 FEET; THENCE SOUTH 60°03'18" WEST, 101.98 FEET; THENCE SOUTH 69°40'43" WEST, 181.54 FEET; THENCE SOUTH 35°33'08" WEST, 33.43 FEET; THENCE SOUTH 86°05'40" WEST, 147.85 FEET; THENCE SOUTH 78°13'45" WEST, 80.0 FEET; THENCE NORTH 59°05'34" WEST, 153.76 FEET; THENCE NORTH 74°47'54" WEST, 27.24 FEET; THENCE NORTH 06°17'38" WEST, 224.12 FEET; THENCE NORTH 73°10'01'' WEST, 184.74 FEET; THENCE NORTH 85°19'13" WEST, 118.52 FEET; THENCE SOUTH 33°11'19" WEST, 84.38 FEET; THENCE SOUTH 34°29'59" WEST, 90.01 FEET; THENCE SOUTH 46°15' 48" WEST, 122.93 FEET; THENCE SOUTH 64°24'44" WEST, 53.07 FEET; THENCE SOUTH 89°30'40" WEST, 70.96 FEET; THENCE NORTH 76°54'34" WEST, 59.31 FEET; THENCE NORTH 61°03'12" WEST, 59.31 FEET; THENCE NORTH 45°11'49" WEST, 59.31 FEET; THENCE SOUTH 52°43'52" WEST, 150.0 FEET; THENCE NORTHWESTERLY, 72.66 FEET ALONG A CURVE TO THE NORTHEAST, HAVING A RADIUS OF 365.0 FEET, THE CHORD OF SAID CURVE BEARING NORTH 31°33'56" WEST; THENCE SOUTH 64°08'15" WEST, 204.82 FEET; THENCE SOUTH 88°59'57" WEST, 68.98 FEET TO THE AFOREMENTIONED WEST LINE OF THE EAST HALF OF SECTION 8; THENCE NORTH 01°00'03" WEST ALONG SAID WEST LINE, 957.25 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PART OF THE ABOVE-DESCRIBED TRACT LYING NORTH OF A LINE DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8, A DISTANCE OF 3579.88 FEET TO THE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 88°59'57" EAST PERPENDICULAR TO SAID WEST LINE, 2172.88 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED TO TEQUILA SUNRISE ENTERPRISES, LLC BY SPECIAL WARRANTY DEED RECORDED DECEMBER 19, 2013 AS DOCUMENT 201300024760 FOR THE POINT OF TERMINATION OF SAID LINE; ALL IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. ALSO, INCLUDING THE LAND DESCRIBED IN QUIT CLAIM DEED RECORDED AUGUST 16, 2018 AS DOCUMENT 201800011814, DESCRIBED AS FOLLOWS: THAT PART OF THE EAST HALF OF SECTION 8, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS ( 58.74 FEET) SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY, ALONG THE CENTERLINE OF SAID OLD GALENA ROAD, TO THE WEST LINE OF THE SOUTHEAST QUARTER OF SECTION 5; THENCE SOUTH, ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8, TO A POINT 1080.0 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 64°02'00" EAST, 308.99 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 64°02'00" WEST, 308.99 FEET, ALONG THE LAST DESCRIBED COURSE TO THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 AT A POINT 1080.0 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST, 2447.03 FEET ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8; THENCE NORTH 88°59'57" EAST, 68.98 FEET; THENCE NORTH 64°08'15" EAST, 204.82 FEET; THENCE SOUTHEASTERLY, 72.66 FEET ALONG A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 365.0 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 31°33'56" EAST; THENCE NORTH 52°43'52" EAST, 150.0 FEET; THENCE SOUTH 45°11'49" EAST, 59.31 FEET; THENCE SOUTH 61°03'12" EAST, 59.31 FEET; THENCE SOUTH 76°54'34" EAST, 59.31 FEET; THENCE NORTH 89°30'40" EAST, 70.96 FEET; THENCE NORTH 64°24'44" EAST, 53.07 FEET; THENCE NORTH 46°15'48" EAST, 122.93 FEET; THENCE NORTH 34°29'59" EAST, 90.01 FEET; THENCE NORTH 33°11'19" EAST, 84.38 FEET; THENCE SOUTH 85°19'13" EAST, 118.52 FEET; THENCE SOUTH 73°10'01" EAST, 184.74 FEET; THENCE SOUTH 06°17'38" EAST, 224.12 FEET; THENCE SOUTH 74°47'54" EAST, 27.24 FEET; THENCE SOUTH 59°05'34" EAST, 153.76 FEET; THENCE SOUTH 78°13'45" EAST, 80.0 FEET; THENCE NORTH 86°05'40" EAST, 147.85 FEET; THENCE NORTH 35°33'08" EAST, 33.43 FEET; THENCE NORTH 69°40'43" EAST, 181.54 FEET; THENCE NORTH 60°03'18" EAST, 101.98 FEET; THENCE NORTH 54°35'06" EAST, 47.33 FEET; THENCE NORTH 56°27'23" EAST, 62.20 FEET; THENCE NORTH 64°38'07" EAST, 40.98 FEET; THENCE NORTH 77°17'38" EAST, 142.43 FEET; THENCE SOUTH 87°18'59" EAST, 68.19 FEET; THENCE SOUTH 09°39'39" WEST, 1000.44 FEET; THENCE SOUTH 73°08'14" WEST, 437.67 FEET; THENCE SOUTH 61°50'59" WEST, 297.0 FEET; THENCE SOUTH 39°47'51" WEST, 1584.39 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PART OF THE ABOVE-DESCRIBED TRACT LYING SOUTH OF A LINE DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01°00'03" WEST ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8, A DISTANCE OF 3579.88 FEET TO THE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 88°59'57" EAST PERPENDICULAR TO SAID WEST LINE, 2172.88 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED TO TEQUILA SUNRISE ENTERPRISES, LLC BY SPECIAL WARRANTY DEED RECORDED DECEMBER 19, 2013 AS DOCUMENT 201300024760 FOR THE POINT OF TERMINATION OF SAID LINE; ALL IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. •SURVEYOR'S NOTE: SCRIVENERS ERROR FOUND IN TITILE COMMITMENT SCHEDULE A, CORRECTED PER WARRANTY DEED RECORDED 1/29/2021 AS DOCUMENT NUMBER 202100002603• AS-SURVEYED LEGAL DESCRIPTION: THAT PART OF THE EAST HALF OF SECTION 8 AND THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF THE OLD GALENA ROAD WITH THE EAST LINE OF SAID SECTION 8, SAID POINT BEING 89 LINKS SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8, SAID SECTION CORNER ESTABLISHED BY MONUMENT RECORD RECORDED AS DOCUMENT 907017; THENCE NORTHWESTERLY ALONG THE CENTERLINE OF SAID OLD GALENA ROAD TO THE WEST LINE •OF THE SOUTHEAST QUARTER OF SECTION 5; 1HENCE SOU1H ALONG SAID WEST LINE• AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO A POINT 1080.00 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 8; THENCE NORTH 01 DEGREE 00 MINUTES 04 SECONDS WEST 3404.23 FEET ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 TO THE POINT OF BEGINNING; THENCE SOUTH 86 DEGREES 50 MINUTES 28 SECONDS EAST, 202.57 FEET; THENCE SOUTH 07 DEGREES 50 MINUTES 42 SECONDS EAST, 23.88 FEET; THENCE NORTH 86 DEGREES 41 MINUTES 53 SECONDS EAST, 65.30 FEET; THENCE NORTH 83 DEGREES 59 MINUTES 53 SECONDS EAST, 125.00 FEET; THENCE SOUTH 06 DEGREES 04 MINUTES 58 SECONDS EAST, 79.10 FEET; THENCE SOUTH 14 DEGREES 15 MINUTES 21 SECONDS EAST, 67.24 FEET; THENCE SOUTH 30 DEGREES 16 MINUTES 17 SECONDS EAST, 44.66 FEET; THENCE SOUTH 29 DEGREES 19 MINUTES 42 SECONDS EAST, 22.58 FEET; THENCE NORTH 89 DEGREES 16 MINUTES 10 SECONDS EAST, 991.82 FEET; THENCE NORTHERLY, 143.33 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 515.67 FEET, THE CHORD OF SAID CURVE BEARING NORTH 13 DEGREES 02 MINUTES 53 SECONDS EAST; THENCE NORTH 21 DEGREES 01 MINUTE 18 SECONDS EAST 318.85 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 218.64 FEET ALONG A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 385.00 FEET, THE CHORD OF SAID CURVE BEARING NORTH 04 DEGREES 45 MINUTES 09 SECONDS EAST; THENCE NORTH 11 DEGREES 31 MINUTES 00 SECONDS WEST TANGENT TO THE LAST DESCRIBED COURSE, 217.08 FEET; THENCE NORTHERLY, TANGENT TO THE LAST DESCRIBED COURSE, 111.06 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 872.13 FEET, THE CHORD OF SAID CURVE BEARING NORTH 07 DEGREES 52 MINUTES 07 SECONDS WEST; THENCE NORTH 06 DEGREES 19 MINUTES 17 SECONDS WEST, 33.01 FEET; THENCE NORTH 05 DEGREES 23 MINUTES 16 SECONDS WEST, 151.18 FEET; THENCE NORTHERLY, 142.11 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 623.89 FEET, THE CHORD OF SAID CURVE BEARING NORTH 09 DEGREES 31 MINUTES 35 SECONDS EAST; THENCE NORTH 16 DEGREES 03 MINUTES 07 SECONDS EAST, 52.18 FEET TO THE SOUTHERLY RIGHT-OF- WAY LINE OF GALENA ROAD AS ESTABLISHED PER DOCUMENT 145913 RECORDED JUNE 5, 1964; THENCE SOUTH 73 DEGREES 50 MINUTES 13 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 1111.45 FEET TO THE EAST LINE OF THE AFOREMENTIONED EAST HALF OF SECTION 8; THENCE SOUTH 01 DEGREE 06 MINUTES 42 SECONDS EAST ALONG SAID EAST LINE, 1189.49 FEET TO THE INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 AS ESTABLISHED PER DOCUMENT 910147 (THE FOLLOWING TWO COURSES ARE ALONG SAID WESTERLY RIGHT-OF-WAY LINE); THENCE SOUTHERLY, 495.91 FEET ALONG A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 2259.20 FEET, THE CHORD OF SAID CURVE BEARING SOUTH 05 DEGREES 10 MINUTES 32 SECOND WEST; THENCE SOUTH 01 DEGREE 06 MINUTES 47 SECONDS EAST, 118.69 FEET; THENCE SOUTH 88 DEGREES 53 MINUTES 15 SECONDS WEST, 450.38 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED TO TEQUILA SUNRISE ENTERPRISES, LLC BY SPECIAL WARRANTY DEED RECORDED DECEMBER 19, 2013 AS DOCUMENT 201300024760; THENCE NORTH 09 DEGREES 39 MINUTES 35 SECONDS EAST 114.02 FEET ALONG SAID EASTERLY LINE; THENCE SOUTH 88 DEGREES 59 MINUTES 56 SECONDS WEST 2172.95 TO THE WEST LINE OF SAID EAST HALF; THENCE NORTH 01 DEGREE 00 MINUTES 04 SECONDS WEST 904.35 FEET ALONG SAID WEST LINE TO THE POINT OF BEGINNING. •SURVEYOR'S NOTE: CORRECTION PER WARRANTY DEED RECORDED 1/29/2021 AS DOCUMENT NUMBER 202100002603• PINs: 02-05-400-005 and 02-08-200-030 A copy of the application is available for review during normal City business hours at the office of the Community Development Director. NOTICE IS HEREWITH GIVEN THAT the Planning and Zoning Commission for the United City of Yorkville will conduct a Public Hearing on said applications on Wednesday, September 11, 2024 at 7 p.m. at the United City of Yorkville, City Hall, located at 651 Prairie Pointe Drive, Yorkville, Illinois 60560. The public hearing may be continued from time to time to dates certain without further notice being published. All interested parties are invited to attend the public hearing and will be given an opportunity to be heard. Any written comments should be addressed to the United City of Yorkville Community Development Department, City Hall, 651 Prairie Pointe Drive, Yorkville, Illinois, and will be accepted up to the date of the public hearing. By order of the Corporate Authorities of the United City of Yorkville, Kendall County, Illinois. JORI BEHLAND City Clerk COUNTY, ILLINOIS. 1250 E. Diehl Road, Suite 300 | Naperville, IL 60563 | 630.577.0800 Tel | 630.577.0900 Fax | www.atwell-group.com August 15th, 2024 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 651 Prairie Pointe Yorkville, IL 60560 Atwell, LLC Project No. 22001787 RE: City of Yorkville/EEI Yorkville Renewables Ms. Krysti Barksdale-Noble, Atwell, LLC is in receipt of City of Yorkville’s/EEI‘s review letter, dated July 10, 2024 and Hey and Associates, Inc. review letter dated July 2, 2024, regarding their review of the submittal made for the proposed Yorkville Renewables project off of Galena Road in Yorkville, IL 60560. We have revised the plans according to those comments, and we offer the following responses. EEI Comments General Review Comments: Comment 1: The following permits may be required and should be provided to the city when obtained. The City and EEI should be copied on all correspondence with the agencies. •IEPA NPDES General Construction Permit is required. The Notice of Intent must be filed with IEPA 30 days prior to start of construction. •Stormwater permit application in accordance with the Yorkville Storm Water Management Ordinance (Kendall Countywide Ordinance). •Kendall County for access to Galena Road. •IDOT for access to Route 47. Response 1: Acknowledged. Comment 2: We acknowledge the receipt of the approval from Kendall County for access to Galena Rd. Response 2: Acknowledged. Comment 3: A field tile survey will be required. Response 3: A Drain Tile Investigation Survey is the process of being coordinated with Huddleston McBride. A copy of the completed survey will be provided upon receipt. Comment 4: A plat of easement for perimeter and stormwater management easements will be required. Response 4: Acknowledged, a plat of easement will be provided with final construction drawings/permits. WĂŐĞϮŽĨϳ Comment 5: The decommissioning bond or letter of credit will need to be 120% of the approved estimate. Response 5: Acknowledged, this has been included in the OPC and will be provided with final construction drawings/permits. Comment 6: The comments in the attached review letter from the City’s landscaping consultant must be addressed and a revised landscaping plan submitted. Response 6: All comments from the attached landscaping consultant have been addressed. Comment 7: Truck turning exhibits for delivery and emergency vehicles should be submitted. Response 7: A truck turning exhibit has been provided with this submittal. Stormwater Management Memo Review Comments: Comment 8: A City of Yorkville Stormwater Permit Application should be submitted. Response 8: Acknowledged, the Stormwater Permit will be provided with final construction drawings/permits. Comment 9: The report should be signed and sealed by a Professional Engineer prior to final approval. Response 9: Acknowledged, the revised stormwater memo has been signed and sealed by a Professional Engineer. Comment 10: After discussions with Kendall County, it was determined that the following criteria should be used for design of stormwater management systems for solar farms: •The change from agricultural to native vegetation will not be considered as being hydrologically disturbed. •Disturbance area should only include areas to be graded or areas where surface type will be changed to impervious area. Response 10: Acknowledged, due to this change in requirement detention basins are no longer requirement for this project. Comment 11: In the Proposed Conditions section, the narrative says that the “project will flow both undetained and detained offsite”. It should be noted that the detention is onsite. Response 11: The detention basins have been removed from the plans and the note revised. Comment 12: The northeast basin should have 1-foot of freeboard. Response 12: The detention basins have been removed from the plans. Comment 13: Provide volume calculations for the compensatory storage area. Response 13: The proposed entrance road off of Route 47 is no longer proposing fill within the flood zone. Compensatory storage is no longer required. WĂŐĞϯŽĨϳ Comment 14: Provide storm sewer calculations. Response 14: Calculations for the culverts have been provided as part of this submittal. Comment 15: Provide orifice and spillway calculations for the release rates. Response 15: The detention basins/spillways have been removed from the plans. Final Engineering Plans Review Comments: C-000 Cover Sheet Comment 16: The plans shall be signed and sealed by a Professional Engineer prior to final approval. Response 16: A seal and signature has been added to the cover sheet. Comment 17: The street address for the City’s contacts should be revised to 651 Prairie Pointe. Response 17: The City address has been updated on the cover sheet. C-200 Soil Erosion and Sediment Control Plan Comment 18: Silt fence is needed on the west side of the site. Response 18: A silt fence has been added to the west side of the site. Comment 19: The slopes of the detention basins should have erosion control blanket. It’s unclear at this scale if it is shown or not. Response 19: The detention basins have been removed from the plans. Comment 20: Culvert protection should be shown for the proposed culverts. Response 20: Permanent riprap protection is proposed for all culverts. C-300 Site Layout Plan Comment 21: Does the driveway off of Rte 47 just end at the floodplain? If traffic is intended to cross the floodplain construction purposes, then the road should be shown extended. Response 21: The driveway off of Route 47 is intended only for access to the utility poles along that road. Access to the solar arrays will be off of Galena Road. Comment 22: If the Rte 47 driveway is intended to be used as shown, is it necessary to have the HMA apron for the limited traffic that would be using that driveway. Response 22: An HMA apron is required by IDOT. C-402 Grading Plan – Basins Comment 23: Show the proposed grading after the stockpiles are removed. WĂŐĞϰŽĨϳ Response 23: The existing stockpiles are in the process of being removed. Once they are removed the site will be re-surveyed and a copy will be provided to the city. Comment 24: The volume provided for the southwest basin is shown as 103.983 cu ft, but the stormwater report shows a volume of 17,442 cu ft. Confirm the correct volume. Response 24: The detention basins have been removed from the plans. Comment 25: Revise the grading on the north end of the southwest basin. Water will pool at the 650 contour in the northwest corner the way it is currently shown. Response 25: The detention basins have been removed from the plans. Comment 26: The rim shown on the Southwest Detention Basin Restrictor Manhole detail conflicts with the callout for Restrictor MH-1. Response 26: The detention basins have been removed from the plans. Comment 27: The maximum allowable spacing between storm sewer manholes is 500 feet. Add additional manholes as needed. Response 27: The detention basins and associated storm sewer pipes have been removed from the plans. Comment 28: Show drainage flow arrows throughout the site. Response 28: Drainage arrows have been added to the grading sheet C-400. Comment 29: Show the emergency overland flow route. Response 29: The detention basins have been removed from the plans. Comment 30: The top of the embankment for the northeast basin should be 647.00 to provide the required 1-foot of freeboard. Response 30: The detention basins have been removed from the plans. Comment 31: The spillways should have a concrete curtain wall for erosion control. See the Unified Development Ordinance – 10-A-7-J.7 for additional details. Response 31: The detention basins and spillways have been removed from the plans. Comment 32: Detention basins will need to be in a Stormwater Management Easement. Response 32: The detention basins have been removed from the plans. C-600 Standard Details Comment 33: Include a typical section for the detention basins. Response 33: The detention basins have been removed from the plans. WĂŐĞϱŽĨϳ Engineer’s Opinion of Probable Decommissioning Costs: Comment 34: The items with “TBD” quantities should be estimated with a value to get a more accurate total cost. Response 34: TBD quantities have been filed in. Comment 35: The assumptions listed specify that the estimate would be redone every 5 years. The UDO requires the estimate to be redone every 3 years. Response 35: The estimate assumptions were revised to 3 years. Comment 36: An inflation rate of 3% should be included in the estimate. A note specifying the years used for the lifetime of the project should be added when calculated the inflation costs. Response 36: An inflation rate has been added to the estimate Hey and Associates Inc. Comments Building Foundation Landscape Zone Comment 37: No buildings are proposed, so therefore building foundation landscape zone requirements do not apply. Response 37: Acknowledged. Parking Area Perimeter Landscape Zone Comment 38: No off-street parking areas abut a public or private right-of-way (excluding alleys), so therefore parking area perimeter landscape zone requirements do not apply. Response 38: Acknowledged. Parking Area Interior Landscape Zone Comment 39: No off-street parking areas consisting of 10 or more spaces are proposed, so therefore parking area interior landscape zone requirements do not apply. Response 39: Acknowledged. Transition Landscape Zone Comment 40: Per information and direction provided by the City, the proposed development will be zoned A-1 Agriculture and the adjacent parcels are R-2 residential. The UDO has no specific transition zone landscape requirements for this situation. However, because the proposed development is a Special Use the City has the discretion to stipulate a higher standard. The current plan includes a mix of a few evergreen trees and mostly shrubs along the north and south borders of the area WĂŐĞϲŽĨϳ containing the solar panels. This mix of plantings does provide some screening but does not meet the requirements of any transition zone described in the UDO. The City’s 2016 Comprehensive Plan (Comp Plan) was reviewed for potential guidance. In the Route 47 and Eldamain Corridor sections of the Comp Plan, reference was made to establishing a “rural character buffer” within both Corridors. Since a Type D transition zone was recently recommended along Eldamain Road for a large tech development, building upon precedent we would recommend that a Type D transition zone would be appropriate along Route 47. It is also of note that the Comp Plan identified the space between Rob Roy Creek and Route 47 at the NexAmp Nagle site as a natural area. A more natural aesthetic (e.g., restored prairie, woodland, and/or riparian corridor) would also be appropriate at this specific location. Per the UDO, a Type D transition zone includes a minimum of 5 understory trees, 5 evergreen/canopy trees, and 35 shrubs/native grasses per 100 linear feet. We suggest a modified Type D transition zone consisting of 5 native shade trees and 5 native understory trees per 100 linear feet; existing native trees may be included toward this requirement if a tree survey documenting their presence and condition is submitted. We also recommend native prairie grass and wildflower seeding in lieu of the 35 shrubs/native grasses per 100 linear feet. A maintenance plan should be submitted describing how this natural landscape will be maintained to ensure that desired species become established, persist, and the area is not overtaken by weeds. Response 40: The modified transition zone D has been applied along the eastern fence line. Nexamp asks the city to approve the north and south property line landscaping as proposed. A maintenance plan will be provided with final construction drawings/permits. Species Diversity Requirements Comment 41:Two vegetated stormwater management areas were identified on the plans. The hatch legend identifies these areas as “Proposed Basin Seed Mix (To Be Provided with Construction Documents).” Therefore, compliance with species diversity requirements cannot be assessed at this time due to lack of information. Response 41: The detention basins have been removed from the plans. Species/genus diversity mixtures have been added to the plant schedule. Tree Preservation and Removal Comment 42: No live tree with a 4” or greater DBH may be removed without approval. A review of Google Earth imagery reveals trees are present on the site, but that there may not be trees present on the portion of the site proposed for development. A tree survey is required; tree replacement may also be required. Response 42: No trees are being removed as part of the project; no tree survey has been completed. Street Trees Comment 43: Requirements appear to be met. Response 43: Acknowledged WĂŐĞϳŽĨϳ General Comment 44: A seed mix has been provided for the previously noted “Native Pollinator Friendly Solar Array Sed Mix”. A maintenance plan should also be submitted describing how this landscape will be maintained to ensure that desired species become established, persist, and the area is not overtaken by weeds. Tree and shrub totals shown in the “Plant Calculations” tables and “Plant Schedule” do not correspond. Petitioner should clarify and revise as necessary. Proposed plant sizes are not specified on the plans. Canopy trees must be at least 2.5” caliper, understory trees not less than 1.5” caliper or 6’ tall, evergreen trees at least 6’ tall, and shrubs at least 2’ tall at the time of planting. Response 44: The plant calculations and plant schedule have been revised to correspond and include the pant sizes. A maintenance plan will be provided with final construction drawings/permits. Wetlands Comment 45: Rob Roy Creek is a Waters of the US regulated by the Army Corps of Engineers and under Yorkville’s Wetland Regulations. Wetland A1 is an isolated wetland and therefore not regulated by the Army Corps of Engineers but is regulated under Yorkville’s Wetland Regulations. Wetland A1 is shown to be completely filled but does not require mitigation because the total impact is less than 0.25 acres. A minimum 30’ wetland buffer, consisting of primarily native vegetation, is required for Rob Roy Creek under Yorkville’s Wetland Regulations. A Category VI Wetland Permit Application is required under Yorkville’s Wetland Regulations for impacts to Wetland A1. We are not aware of such an application being submitted. Response 45: A 30’ buffer along Rob Roy creek has been shown on the revised plans. A wetland permit will be provided with final construction drawings/permits. We trust that these responses will satisfy the concerns outlined in your review letter. Should there be any additional questions or concerns, please contact us at (630) 577-0800. Sincerely, ATWELL Lauren Hillis Engineer © 2024 Microsoft Corporation © 2023 TomTom © 22024 4 Micicrosooft CoCorpoporatition © 2023 TomTom ppDUPAGECOOKDEKALBKANEGRUNDYLASALLEWILLKENDALLDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.C-000COVER SHEETILLINOISKENDALL COUNTYNOT TO SCALEYORKVILLE RENEWABLESGOVERNING AGENCIES CONTACTSAPPLICANTYORKVILLE RENEWABLES, LLC101 NORTH WACKER DRIVE, SUITE 200CHICAGO, ILLINOIS 60606CONTACT: MATT WALSHCONSULTANTNEXAMP, INC.101 NORTH WACKER DRIVE, SUITE 200CHICAGO, ILLINOIS 60606CONTACT: MATT WALSHE: MWALSH@NEXAMP.COMCIVIL ENGINEER/LANDSCAPEARCHITECT/SURVEYORATWELL, LLC1250 E. DIEHL ROAD, SUITE 300NAPERVILLE, IL 60563PHONE: (303) 825-7100E: MKEITH@ATWELL-GROUP.COMCONTACT: MICHAEL KEITH, P.E.PLANNING - ZONING -LANDSCAPE - SIGNAGEJASON ENGBERGYORKVILLE PLANNING & ZONING651 PRAIRIE POINTEYORKVILLE, IL 60560T: (630) 553-8555E: JENGBERG@YORKVILLE.IL.USENGINEERINGBRADLEY SANDERSONYORKVILLE ENGINEER651 PRAIRIE POINTEYORKVILLE, IL 60560T: (630) 466-6720E: BSANDERSON@EEIWEB.COMBUILDINGPETE RATOSYORKVILLE BUILDING SAFETY & ZONING651 PRAIRIE POINTEYORKVILLE, IL 60560T: (630) 553-8549E: PRATOS@YORKVILLE.IL.USSITESITEVICINITY MAPNOT TO SCALE9-1-1 ADDRESSTBDSHEET INDEXC-000COVER SHEETC-001LEGAL DESCRIPTIONC-100EXISTING CONDITIONS PLANC-200SOIL EROSION AND SEDIMENTATION CONTROL PLANC-201 SOIL EROSION AND SEDIMENATION CONTROL NOTES AND DETAILSC-300 SITE LAYOUT PLANC-400 GRADING AND STORMWATER PLANC-401 GRADING PLAN - ACCESS ROADC-500 LANDSCAPE PLANC-501 DETAILED LANDSCAPE PLANC-600 STANDARD DETAILSC-601 STANDARD DETAILS DDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.C-001LEGAL DESCRIPTIONLEGAL DESCRIPTION ΔΔΔΔΔΔDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.C-100EXISTING CONDITIONS PLAN C-201SOIL EROSION ANDSEDIMENATION CONTROLNOTES AND DETAILSxxxxxx’SITEDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig. C-300SITE LAYOUT PLANDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig. C-401GRADING PLAN - ACCESS ROADDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig. DDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.C-500LANDSCAPE PLANxxxxxxxxx DDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.C-501DETAILED LANDSCAPE PLAN C-600STANDARD DETAILSDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.IN THE EVENT OF AN EMERGENCYPLEASE DIAL 9-1-1FOLLOWED BY A SECOND CALL TO:857-239-0057YOUR LOCATION IS:TBD, Galena RoadYorkville, IL 60512 DDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedKnow what's below. Callbefore you dig.“”“”C-601STANDARD DETAILS EX-01TRUCK TURN ANALYSISDDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedCONSTRUCTION/DELIVERYTRAFFIC EX-01DDrawing Title:Project:P.E. seal/Consultant:GALENA ROADYORKVILLE, ILLINOIS 60512YORKVILLE RENEWABLESDrawn by: LEHApproved by: MBKDwg No:Sheet Rev:Size: DScale: As NotedTRUCK TURN ANALYSISEMERGENCY/MAINTENANCETRAFFIC Yorkville Renewables – Stormwater/Drainage Memo August 16, 2024 T ABLE OF C ONTENTS 1 PROJECT NARRATIVE ...................................................................................................... 2 2 EXISTING CONDITIONS ................................................................................................... 2 3 PROPOSED CONDITIONS ................................................................................................ 3 4 CONCLUSION ................................................................................................................. 4 A PPENDICES A USDA NRCS Soil Resource Report B Drainage Area Maps C ISWS Bulletin 75 Precipitation Data D HydroCAD Report 2 1 PROJECT NARRATIVE Nexamp, Inc. is proposing a 4.95 MW (AC) ground-mounted solar generating facility to be constructed at Galena Road & State Route 47 located in Yorkville, Kendall County, Illinois. The solar development proposes approximately 1.6 acres of impervious area and converts the existing row crop to a native pollinator friendly prairie seed mix. The existing topography and flow patterns will remain the same throughout the project area. Per United City of Yorkville Stormwater Ordinance Section 203.2, the allowable release rate for proposed impervious area is 0.04 cfs/acre for a 24-hr 2-year storm and 0.15 cfs/acre for a 24-hr 100-year storm. A discussion with Pamea Whitefield at EEI dated August 1st, 2024 indicated that the hydrologic disturbed area is considered to be the proposed access road and equipment pad. The site runoff reduction was analyzed to demonstrate that the total projected post-development peak flow rate is below the allowable release rate and is expected to provide a net positive impact on the existing watershed. 2 EXISTING CONDITIONS The existing 73.5 +/- acre property consists of mostly straight row crops with no existing structure or impervious area. Rob Roy Creek cuts through the property in the southeast corner. The site has a high point in the western “flag” of the property, with drainage to the north, south, and east directions. A USDA NRCS Web Soil Survey was completed and is included in Appendix A. The average existing hydrologic soil group rating for the project area is D. The site topography was analyzed as one drainage area that flows towards the north property line. A pre-development drainage area map is included in Appendix B. Table 2.1 details the undisturbed pre-development drainage area characteristics and Table 2.2 details the undisturbed pre- development curve number. The proposed disturbed area was excluded from the existing drainage areas and curve number calculation. Table 2.1 – Pre-Development Drainage Area Characteristics (undisturbed) Drainage Area Impervious (ac) Pervious (ac) Total (ac) Existing Drainage Area 0.0 28.2 28.2 Total 0.0 28.2 28.2 Table 2.2 – Pre-Development Curve Number (undisturbed) Soil Rating Cover Description CN Total (ac) C Row Crops; Straight Row (SR) Good 85 10.9 D Row Crops; Straight Row (SR) Good 89 17.3 Combined CN 87 3 3 PROPOSED CONDITIONS The proposed development will consist of a solar generating facility enclosed within a 8-ft high perimeter fence, as well as a gravel access road connecting Galena Road to the project site. Appendix B includes the Post-Development Drainage Area Map and Table 3.1 details the post- development drainage area characteristics. The post-development drainage area includes both the undisturbed area and the proposed disturbed area (equipment pads and access road). The total proposed project area is 29.8 acres, with 1.6 acres being hydrologically disturbed. Table 3.1 – Post-Development Drainage Area Characteristics (disturbed and undisturbed) Drainage Area Impervious - Disturbed (ac) Pervious - Undisturbed (ac) Total (ac) Proposed Drainage Area #1 1.6 28.2 29.8 Total 1.6 28.2 29.8 Runoff from the proposed drainage area will flow undetained offsite to its drainage area low point. The existing and proposed drainage areas and flow patterns remain unchanged. The entire area within the project area is being converted from straight row crops to brush by planting native pollinator friendly prairie seed. This is expected to result in a reduction in the total peak flow rate. Table 3.2 - Post-Development Curve Number (disturbed and undisturbed) Soil Rating Cover Description CN Total (ac) B Brush – Brush Weed Grass Mixture; Good 58 17.1 C Brush – Brush Weed Grass Mixture; Good 98 11.1 - Access Road & Equipment Pad 98 1.6 Combined CN 57 For this report the total runoff reduction was analyzed to demonstrate that the change in cover type decreases the total peak flow rate and is below the allowable release rate for the project (per City of Yorkville requirements). By decreasing the total runoff there will be a net positive impact to the existing watershed. Rainfall depth frequency from the Illinois State Water Survey Bulletin 75 is provided in Appendix C. For the design of this report, the Huff Distribution Method in HydroCAD was used. Design was completed using the 2-year 24-hour and 100-year 24-hour storm events. Pre- and post-development stormwater calculations, as well as a graphical depiction of the model, are included with the HydroCAD reports in Appendix D. 4 4 CONCLUSION A comparison of the total allowable peak flow rate and post-development peak flow rate for the 2- year and 100-year 24 hour storm events are summarized in Table 4.1. The disturbed area flow rate was found by taking the disturbed area allowable release rate for each storm event and multiplying it by the total proposed impervious/disturbed area on site. This was then added to the undisturbed pre-development flow rate to find the total allowable flow rate for the project. This was compared to the total post-development flow rate to confirm that the proposed project decreases the total peak flow rate on site. Table 4.1 – Storm Frequency Flows (Total Allowable vs. Total Post-Development) Area (Acres) 2 – Year Storm Event (cfs) 100 - Year Storm Event (cfs) Undisturbed area pre-development peak flow rate 28.2 8.13 24.91 Disturbed area allowable peak flow rate (per City of Yorkville requirements – 2 year: 0.04 cfs/acre disturbed area 100 year: 0.15 cfs/acre disturbed area) 1.6 0.06 0.24 Total allowable peak flow rate (Undisturbed area pre-development area/flow + Disturbed area/flow) 29.8 8.19 25.15 Total post-development peak flow rate (Undisturbed area + Disturbed area) 29.8 1.74 15.42 As shown in Table 4.1, the total post-development peak flow rate for the project area has been reduced for the storm events due to an increase in infiltration from the proposed native pollinator friendly prairie seed mix which results in the use of a lower curve number. The proposed project will not change the existing drainage patterns and proposes a low impact design by stabilizing the undisturbed areas with a native pollinator friendly prairie seed mix. Therefore, the project will have a net positive impact on the watershed. The total post-development peak flow rates for both the 2- year and 100-year 24-hour storm events are below the total allowable peak flow rate, thus detention is not required. 5 APPENDIX A USDA NRCS SOILS REPORT +\GURORJLF6RLO*URXS²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²$XJ 7KHRUWKRSKRWRRURWKHUEDVHPDSRQZKLFKWKHVRLOOLQHVZHUHFRPSLOHGDQGGLJLWL]HGSUREDEO\GLIIHUVIURPWKHEDFNJURXQGLPDJHU\GLVSOD\HGRQWKHVHPDSV$VDUHVXOWVRPHPLQRUVKLIWLQJRIPDSXQLWERXQGDULHVPD\EHHYLGHQW+\GURORJLF6RLO*URXS².HQGDOO&RXQW\,OOLQRLV1DWXUDO5HVRXUFHV&RQVHUYDWLRQ6HUYLFH:HE6RLO6XUYH\1DWLRQDO&RRSHUDWLYH6RLO6XUYH\3DJHRI +\GURORJLF6RLO*URXS 0DSXQLWV\PERO 0DSXQLWQDPH 5DWLQJ $FUHVLQ$2, 3HUFHQWRI$2, $ /LVERQVLOWORDPWR SHUFHQWVORSHV &' & /D5RVHVLOWORDPWR SHUFHQWVORSHV HURGHG & & /D5RVHFOD\ORDPWR SHUFHQWVORSHV VHYHUHO\HURGHG & $ +DUSVWHUVLOW\FOD\ORDP WRSHUFHQWVORSHV %' $ %UHQWRQVLOWORDPWR SHUFHQWVORSHV %' $ 'UXPPHUVLOW\FOD\ORDP WRSHUFHQWVORSHV %' $ 7KRUSVLOWORDPWR SHUFHQWVORSHV &' $ 0LOOEURRNVLOWORDPWR SHUFHQWVORSHV &' $ 3HRWRQHVLOW\FOD\ORDP WRSHUFHQWVORSHV &' $ (OSDVRVLOW\FOD\ORDP WRSHUFHQWVORSHV %' $ 'DQDEURRNVLOWORDP WRSHUFHQWVORSHV & % 'DQDEURRNVLOWORDP WRSHUFHQWVORSHV & % *UD\PRQWVLOWORDPWR SHUFHQWVORSHV & $ &ODUHVLOWORDPWR SHUFHQWVORSHV & % &ODUHVLOWORDPWR SHUFHQWVORSHV & $ 5XVKVLOWORDPWR SHUFHQWVORSHV % % 5XVKVLOWORDPWR SHUFHQWVORSHV % 3LWVJUDYHO 7RWDOVIRU$UHDRI,QWHUHVW +\GURORJLF6RLO*URXS².HQGDOO&RXQW\,OOLQRLV 1DWXUDO5HVRXUFHV &RQVHUYDWLRQ6HUYLFH :HE6RLO6XUYH\ 1DWLRQDO&RRSHUDWLYH6RLO6XUYH\ 3DJHRI 'HVFULSWLRQ +\GURORJLFVRLOJURXSVDUHEDVHGRQHVWLPDWHVRIUXQRIISRWHQWLDO6RLOVDUH DVVLJQHGWRRQHRIIRXUJURXSVDFFRUGLQJWRWKHUDWHRIZDWHULQILOWUDWLRQZKHQWKH VRLOVDUHQRWSURWHFWHGE\YHJHWDWLRQDUHWKRURXJKO\ZHWDQGUHFHLYH SUHFLSLWDWLRQIURPORQJGXUDWLRQVWRUPV 7KHVRLOVLQWKH8QLWHG6WDWHVDUHDVVLJQHGWRIRXUJURXSV $%&DQG' DQG WKUHHGXDOFODVVHV $'%'DQG&' 7KHJURXSVDUHGHILQHGDVIROORZV *URXS$6RLOVKDYLQJDKLJKLQILOWUDWLRQUDWH ORZUXQRIISRWHQWLDO ZKHQ WKRURXJKO\ZHW7KHVHFRQVLVWPDLQO\RIGHHSZHOOGUDLQHGWRH[FHVVLYHO\ GUDLQHGVDQGVRUJUDYHOO\VDQGV7KHVHVRLOVKDYHDKLJKUDWHRIZDWHU WUDQVPLVVLRQ *URXS%6RLOVKDYLQJDPRGHUDWHLQILOWUDWLRQUDWHZKHQWKRURXJKO\ZHW7KHVH FRQVLVWFKLHIO\RIPRGHUDWHO\GHHSRUGHHSPRGHUDWHO\ZHOOGUDLQHGRUZHOO GUDLQHGVRLOVWKDWKDYHPRGHUDWHO\ILQHWH[WXUHWRPRGHUDWHO\FRDUVHWH[WXUH 7KHVHVRLOVKDYHDPRGHUDWHUDWHRIZDWHUWUDQVPLVVLRQ *URXS&6RLOVKDYLQJDVORZLQILOWUDWLRQUDWHZKHQWKRURXJKO\ZHW7KHVHFRQVLVW FKLHIO\RIVRLOVKDYLQJDOD\HUWKDWLPSHGHVWKHGRZQZDUGPRYHPHQWRIZDWHURU VRLOVRIPRGHUDWHO\ILQHWH[WXUHRUILQHWH[WXUH7KHVHVRLOVKDYHDVORZUDWHRI ZDWHUWUDQVPLVVLRQ *URXS'6RLOVKDYLQJDYHU\VORZLQILOWUDWLRQUDWH KLJKUXQRIISRWHQWLDO ZKHQ WKRURXJKO\ZHW7KHVHFRQVLVWFKLHIO\RIFOD\VWKDWKDYHDKLJKVKULQNVZHOO SRWHQWLDOVRLOVWKDWKDYHDKLJKZDWHUWDEOHVRLOVWKDWKDYHDFOD\SDQRUFOD\ OD\HUDWRUQHDUWKHVXUIDFHDQGVRLOVWKDWDUHVKDOORZRYHUQHDUO\LPSHUYLRXV PDWHULDO7KHVHVRLOVKDYHDYHU\VORZUDWHRIZDWHUWUDQVPLVVLRQ ,IDVRLOLVDVVLJQHGWRDGXDOK\GURORJLFJURXS $'%'RU&' WKHILUVWOHWWHULV IRUGUDLQHGDUHDVDQGWKHVHFRQGLVIRUXQGUDLQHGDUHDV2QO\WKHVRLOVWKDWLQ WKHLUQDWXUDOFRQGLWLRQDUHLQJURXS'DUHDVVLJQHGWRGXDOFODVVHV 5DWLQJ2SWLRQV $JJUHJDWLRQ0HWKRG 'RPLQDQW&RQGLWLRQ &RPSRQHQW3HUFHQW&XWRII 1RQH6SHFLILHG 7LHEUHDN5XOH +LJKHU +\GURORJLF6RLO*URXS².HQGDOO&RXQW\,OOLQRLV 1DWXUDO5HVRXUFHV &RQVHUYDWLRQ6HUYLFH :HE6RLO6XUYH\ 1DWLRQDO&RRSHUDWLYH6RLO6XUYH\ 3DJHRI 6 APPENDIX B PRE- AND POST-DEVELOPMENT DRAINAGE AREA MAPS 7 APPENDIX C ISWS BULLETIN 75 PRECIPITATION DATA 24Table 7. Rainfall (inches) for Given Recurrence Interval for Section 2 (Northeast)Storm Duration2-month3-month4-month6-month9-month1-year2-year5-year10-year25-year50-year100-year500-year5 minutes 0.19 0.22 0.24 0.27 0.31 0.33 0.40 0.52 0.62 0.77 0.90 1.03 1.3510 minutes 0.33 0.38 0.41 0.47 0.53 0.58 0.70 0.90 1.08 1.35 1.58 1.80 2.3615 minutes 0.42 0.49 0.53 0.61 0.69 0.75 0.90 1.16 1.39 1.74 2.03 2.32 3.0430 minutes 0.58 0.66 0.73 0.83 0.94 1.03 1.24 1.59 1.91 2.39 2.78 3.17 4.161 hour 0.74 0.84 0.93 1.05 1.20 1.30 1.57 2.02 2.42 3.03 3.53 4.03 5.282 hours 0.91 1.04 1.14 1.30 1.48 1.61 1.94 2.49 2.99 3.74 4.35 4.97 6.523 hours 1.00 1.15 1.26 1.44 1.63 1.77 2.14 2.75 3.30 4.13 4.80 5.49 7.206 hours 1.18 1.35 1.48 1.68 1.91 2.08 2.51 3.23 3.86 4.84 5.63 6.43 8.4312 hours 1.37 1.56 1.71 1.95 2.21 2.41 2.91 3.74 4.48 5.61 6.53 7.46 9.7818 hours 1.48 1.69 1.85 2.11 2.39 2.61 3.14 4.04 4.84 6.06 7.05 8.06 10.5724 hours 1.57 1.80 1.97 2.24 2.55 2.77 3.34 4.30 5.15 6.45 7.50 8.57 11.2448 hours 1.72 1.97 2.16 2.46 2.79 3.04 3.66 4.71 5.62 6.99 8.13 9.28 12.1072 hours 1.87 2.14 2.34 2.67 3.03 3.30 3.97 5.08 6.05 7.49 8.64 9.85 12.81120 hours 2.08 2.38 2.61 2.97 3.37 3.67 4.42 5.63 6.68 8.16 9.39 10.66 13.81240 hours 2.63 3.01 3.30 3.76 4.27 4.65 5.60 7.09 8.25 9.90 11.26 12.65 16.002-yearar100-year24 hours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Culvert Computations North Culvert: Drainage Area: 12.3± acres Composite C: 0.44 Impervious Area: 2.1± acres (assume C=0.85) Pervious Area: 10.2± acres (assume C=0.35) Time of concentration: 27.6 min (see attached pdf) Rainfall intensity: 6.5 in/hr (100-year) Q=CIA Q=(0.44)x(6.5)x(12.3)=35.18 cfs Proposed 18” CMP culvert – Not sized adequately. However, an 18”X40’ CMP culvert was specifically requested by the Kendall County HWY department as it is greatly improving the existing condition of an 8” PVC pipe (see attached email) East Culvert: Drainage Area: 1.2± acres Composite C: 0.44 Impervious Area: 0.2± acres (assume C=0.90) Pervious Area: 1.0± acres (assume C=0.35) Time of concentration: 9.0 min (see attached pdf) Rainfall intensity: 10.5 in/hr (100-year) Q=CIA Q=(0.44)x(10.5)x(1.2)= 5.5 cfs Proposed 18” RCP culvert – Sized adequately. Project By LEH Location Checked Check one: Check one: Notes: Space for as many as two segments per flow type can be used for each worksheet. Include a map, schematic, or description of flow segments. Segment ID A 1 Surface description (table 3-1) Cultivated soils: Residue cover ≤20% 2 Manning’s roughness coefficient, n (table 3-1)0.06 3 Flow length, L (total L † 300 ft) (ft)100 4 Two-year 24-hour rainfall, P2 (in)3.34 5 Land slope, s (ft/ft)0.01 6 Tt = 0.007 (nL)0.8 /(P2 0.5s0.4) Compute Tt (hr)0.10 + 0.00 =0.10 Shallow concentrated flow Segment ID B 7 Surface description (paved or unpaved) Unpaved 8 Flow length, L (ft)489 9 Watercourse slope, s (ft/ft)0.012 10 Average velocity, V (figure 3-1) (ft/s)1.77 11 Tt = L/(3600 V) Computer Tt (hr)0.08 + 0.00 =0.08 Channel flow Segment ID 12 Cross sectional flow area, a (ft2)0.9 13 Wetted perimeter, pwa (ft)6 14 Hydraulic radius, r = a/pw Compute r (ft)0.150 15 Channel slope, s (ft/ft)0.0085 16 Manning’s roughness coefficient, n 0.03 17 V = (1.49/n) r2/3 s1/2 (ft/s)1.29 18 Flow length, L (ft)1303 19 Tt = L/(3600 V) Compute Tt (hr)0.28 0.00 =0.28 20 Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)Hr 0.46 Worksheet 3: Time of Concentration (Tc) or travel time (Tt) for North Culvert Date Yorkville Renewables, LLC 8/16/2024 Date Galena Road, Yorkville, Kendall County, Illinois Present Tc Developed Tt through subarea 3URMHFW %\ /(+ /RFDWLRQ &KHFNHG &KHFNRQH &KHFNRQH 1RWHV 6SDFHIRUDVPDQ\DVWZRVHJPHQWVSHUIORZW\SHFDQEHXVHGIRUHDFKZRUNVKHHW ,QFOXGHDPDSVFKHPDWLFRUGHVFULSWLRQRIIORZVHJPHQWV 6HJPHQW,'$ 6XUIDFHGHVFULSWLRQ WDEOH 6PRRWKVXUIDFHV FRQFUHWH DVSKDOWJUDYHORUEDUHVRLO 0DQQLQJ¶VURXJKQHVVFRHIILFLHQWQ WDEOH )ORZOHQJWK/ WRWDO/IW IW 7ZR\HDUKRXUUDLQIDOO3 LQ /DQGVORSHV IWIW 7W Q/ 3 V &RPSXWH7W KU 6KDOORZFRQFHQWUDWHGIORZ 6HJPHQW,'% 6XUIDFHGHVFULSWLRQ SDYHGRUXQSDYHG 8QSDYHG )ORZOHQJWK/ IW :DWHUFRXUVHVORSHV IWIW $YHUDJHYHORFLW\9 ILJXUH IWV 7W / 9 &RPSXWHU7W KU &KDQQHOIORZ 6HJPHQW,' &URVVVHFWLRQDOIORZDUHDD IW :HWWHGSHULPHWHUSZD IW +\GUDXOLFUDGLXVU DSZ&RPSXWHU IW &KDQQHOVORSHV IWIW 0DQQLQJ¶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rom: Fran Klaas <FKlaas@kendallcountyil.gov> Sent: Friday, October 21, 2022 3:34 PM To: Matthew Brown <mbrown@atwell-group.com> Cc: Perry Ryan <pryan@atwell-group.com>; Michael Keith <mkeith@atwell-group.com> Subject: RE: [External]RE: Yorkville Solar Access Permit Application Matthew, I visited the site today to confirm a couple things. As shown in your plans, there is currently an 8” PVC culvert located at the existing entrance. I’m not exactly sure how long this has been there; but it does not, in any way, meet County specifications. However, since there is this existing access to Galena Road for the proposed solar field, I am of the opinion that we could likely consider this a “grandfathered” entrance. This would not work if there was a “significant change in trip generation”, as defined by the Kendall County Highway Access Regulation Ordinance. But since the number of vehicles going to and from the solar field, once constructed, should be extremely small, I believe it would not trigger the significant change in trip generation clause, and subsequent additional requirements found in the KCHARO. Bottom line is that the existing 8” PVC culvert must be removed in its entirety. It must be replaced with 18” dia. x 40’ long CMP or RCP. We recommend using upstream and downstream elevations of the Galena Road ditch at least 100’ away from the proposed culvert so that the new culvert and ditch grades will mesh with the existing Galena Road ditch. Because this is simply a removal and replacement of an existing entrance, I really don’t need a new Application for Access Permit. This work will simply need to be done as part of NexAmp’s site work. An aggregate construction entrance or all weather surface (HMA) should be placed within the entire Galena Road right-of- way to help keep dirt/debris off Galena Road. If there are any other projects besides the solar field that will use this entrance, and those uses constitute a significant change in trip generation, as defined by the KCHARO, then everything discussed above is moot, and compliance with the access ordinance will be required. Specifically, it would then limit the access to right in / right out, and additional turn lanes could be required. But as I see it right now, reconstruction of the existing entrance will likely be all that is required at this point. Please let me know if you have any additional questions. Francis C. Klaas, P.E. Kendall County Engineer 6780 Route 47, Yorkville, IL 60560 (630) 553-7616 fklaas@kendallcountyil.gov From: Matthew Brown <mbrown@atwell-group.com> Sent: Friday, October 21, 2022 8:12 AM To: Fran Klaas <FKlaas@kendallcountyil.gov>; Web_Email_Highway <Web_Email_Highway@kendallcountyil.gov> Cc: Perry Ryan <pryan@atwell-group.com>; Michael Keith <mkeith@atwell-group.com> Subject: [External]RE: Yorkville Solar Access Permit Application CAUTION - This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hello, Bottom line is that the existing 8” PVC culvert must be removed in its entirety. It must be replaced with 18” dia. x 40’ long CMP or RCP. We recommend using upstream and downstream elevations of the Galena Road ditch at least 100’ away from the proposed culvert so that the new culvert and ditch grades will mesh with the existing Galena Road ditch. Atwell, L.L.C. Project Yorkville Renewables, LLC 1250 East Diehl Road, Suite 300 Location (630) 577-0800 Site:4.95 MWAC Parcel ID:02-08-200-030 & 02-05-400-005 Date 8/15/2024 Engineer's Opinion of Probable Decommissioning Cost for Yorkville Solar Estimated Quantity Unit Unit Cost Removal Cost Notes Erosion Control/Contractor Fees Mobilization 1 LUMP SUM $10,000.00 $10,000.00 Electrical Disconnect 1 EACH $500.00 $500.00 Permitting (NPDES)1 LUMP SUM $750.00 $750.00 SWPPP - LUMP SUM $0.00 $0.00 Silt Fence 5,950 LF $2.50 $14,875.00 Silt fence for access road removal Seeding 3.5 ACRES $1,000.00 $3,500.00 Seeding access road removal only. Pollinator grass to remain. Sub-Total $29,625.00 Site Demolition Remove Existing 18" CMP Culvert 40 LF $15.00 $600.00 Remove Existing 18" RCP Culvert 40 LF $18.00 $720.00 Remove Existing Fence (8' Chainlink Fence)4,587 LF $3.85 $17,659.95 Assuming 5.6 lb per LF Remove Existing Gravel Road (18" depth)3,913 CY $5.00 $19,563.76 Haul off for Existing Gravel Road (18" depth)3,913 CY $10.00 $39,127.52 Sub-Total $77,671.23 Racking and Module Removal Pile Removal 1,939 EACH $6.00 $11,634.00 Assembly Removal 1,939 EACH $1.25 $2,423.75 PV Module Removal 11,712 EACH $1.00 $11,712.00 PV Module Haul Off 375 TON $45.00 $16,865.28 Assume 0.032 tons per module for the removal weight Sub-Total $42,635.03 Wiring Removal Underground MV Wire (AL)7,072 LF $2.00 $14,144.00 Utility Pole Removal 7 EACH $750.00 $5,250.00 Underground PV Wire (~400kcmil)13,145 LF $2.00 $26,290.00 Underground GND Wire (DC side, ~2 AWG)13,045 LF $2.00 $26,090.00 Underground LV Wire 71,425 LF $2.00 $142,850.00 Above Ground MV Wire 245 LF $0.10 $24.50 Combiner Box Removal 36 EACH $80.00 $2,880.00 Sub-Total $217,528.50 Power Conditioning Equipment Removal PCU Station (inverters, etc.)1 EACH $400.00 $400.00 Scada Equipment 1 EACH $280.00 $280.00 Transformer 1 EACH $1,800.00 $1,800.00 Sub-Total $2,480.00 Equipment Pad Removal Remove Pad 1 EACH $750.00 $750.00 Sub-Total $750.00 DECOMMISSIONING PRESENT VALUE $370,689.76 DECOMMISSIONING TOTAL (@3% inflation over 40 years)$1,209,203.99 DECOMMISSIONING SURETY (TOTAL X 120%)$1,451,045.00 Assumptions: 1. 2. 3. Galena Road, City of Yorkville, Kendall County, Bristol Township, Illinois Cost Estimate based on 3-year projections. Estimate to be redone in 3-years based on new fees at that time. Note: This Engineer's Opinion of Probable Cost is made on the basis of Engineer's experience and qualifications using estimated quantities and represents Engineer's best judgment as an experienced and qualified professional Engineer generally familiar with the construction industry. However, since Engineer has no control over the cost of labor, materials, equipment, or services furnished by others, or over the Contractor's methods of determining prices, or over competitive bidding or market conditions, or over quantities of work actually performed, Engineer cannot and does not guarantee that proposals, bids, or actual construction cost will not vary from Opinions of Probable Construction Cost prepared by Engineer. This Opinion of Probable Construction Cost is limited to those items stated herein. Refer to Decommissioning Plan for further information. Cost Estimate is based on the Fina Site Plans prepared by Atwell, LLC dated 8/15/2024. 101 N Wacker Drive, Suite 200 March 9, 2022 - REVISED JUNE 14, 2024 Krysti Barksdale-Noble, Community Development Director Village of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Planned Development Amendment – Project Narrative Proposed 5MW Ground-Mounted Solar Garden Applicant:Yorkville Renewables, LLC Location: 10292 Galena Road, Yorkville, IL Dear Ms. Barksdale-Noble, Members of the Community Development Committee, Planning Commission & City Council: On behalf of Yorkville Renewables, LLC, please find enclosed and below is our: x Project narrative and with project details x Special Use Permit Application Packet: o Special Use Permit Application o Special Use Permit Plan Set o Electrical Diagram o Manufacturer’s Specifications o Glare Analysis o Interconnection Agreement o Decommissioning Plan o Plat of Survey o Legal Description o Areal Map x Application fee Project Narrative: Yorkville Renewables, LLC is requesting an approval for a Planned Development Amendment to allow for development of a 5MW (AC) ground-mounted distributed generation solar garden facility on an existing farmland parcel of approximately 73.5-acres near the SWC of Galena Road and IL Route 47. The project intends develop approximately 23 acres of the overall parcel. Nexamp Background: In 2007, U.S. Army veterans Will Thompson and Dan Leary realized a vision for making a range of renewable energy options more affordable and accessible to homeowners and businesses throughout the Commonwealth of Massachusetts. The pair launched NexGen Energy Solutions, a turnkey provider of renewable energy and carbon solutions, in their hometown of North Andover, Massachusetts. NexGen became Nexamp later in 2007. 101 N Wacker Drive, Suite 200 During the early years, Nexamp delivered a variety of energy systems for residential, commercial, municipal and agricultural customers. Energy solutions offered included solar PV, solar thermal, micro- wind, geothermal heating and cooling, and a wide array of energy efficiency services. In 2011, the company began shifting its focus fully toward commercial and industrial solar facilities, working with businesses and municipalities that wanted to offset their traditional utility energy power using on-site renewable solar generation. 2015 marked Nexamp’s first Community Solar project and the beginning of a new chapter for the company. Leveraging its integrated approach of developing, building, owning and operating solar plants, Nexamp turned its focus to community solar, and alongside that the mission of making the benefits of solar power available to everyone—homeowners, renters, non-profits, small businesses, farms and more. Nexamp was named NECEC Clean Energy Company of the Year in 2015 and a Solar Power World Top 3 Commercial Solar Developer in 2017. In 2016, Mitsubishi’s Diamond Generating Corporation made a significant investment in Nexamp, and in 2018 the group made an additional investment that gave it a controlling interest. Serving a rapidly expanding network of individuals, property owners, businesses and communities that benefit from its nationally distributed portfolio of solar assets, Nexamp is a Massachusetts-based, nationally headquartered solar company that is laying the groundwork for a cleaner, more secure and resilient energy future. Project Details: In your review of this Planned Development Amendment request, we ask that staff, the Community Development Committee, Planning Commission and the City Council consider the following: I. Project components: x Solar modules (i.e. panels) are mounted on racking that slowly rotate and track the sun; there are approximately 11,712 modules proposed to be installed; x At full tilt, the height of the solar array will be up to 20 feet in height; x The solar modules are treated with anti-reflective coating to minimize glare; x The racking is mounted to metal piles. Concrete foundations are not anticipated; x The system will be remotely monitored, meaning there will be little traffic generated; x Electrical cables will be installed underground for the entire project with exception of a series of poles necessary to interconnect with the ComEd grid along IL Route 47; x Perimeter security fencing at 8 ft. height; x Location of proposed structures is in compliance with City setback requirements; x Existing drainage patterns will be maintained throughout the site to the maximum extent possible; x Limited area of gravel driveway for site access and maintenance; x The inverter and transformer with be located on a concrete equipment pad; x Disturbed areas will be re-vegetated with a low-mow native seed mix; x We have included with our submission a decommissioning plan; 101 N Wacker Drive, Suite 200 II. Construction: x Estimated approximately 30 to 40 jobs will be created during construction; x Most jobs will be local but some may be brought in if the skill set required is not available; x Typical jobs created include construction jobs - i.e. equipment operators, electricians, fence installers, laborers and construction managers; III. Development Schedule: x Anticipated construction start is Fall 2023, depending on a number of factors; x Duration of construction is typically +/- 5 months; IV. Traffic: x Construction traffic will typically be standard semi-tractor trailers – oversized loads are not anticipated. x At the start of construction there may be a half dozen deliveries a day and will then taper off to 1 to 2 delivery trucks per day; x There will be proximately 30 – 40 employees at a time during construction; Maintenance: x There are typically several site visits per year to maintain the system; x No employees will be permanently located on-site; x The site will be remotely monitored via a data. x Typically, Nexamp relies on rainfall to clean the panel surfaces. As such, it is not anticipated chemicals for cleaning the solar panels will be used, stored or disposed of on this site; V. Compliance with Standardsfor Special Use Permits (10-19-4(C)): We believe the proposed project wholly meets the Special Use Permit review finding of fact criteria outlined in the City Unified Development Ordinance Section 10-19-4(C). 1. The City Council shall determine that the application has met all of the general requirements of this chapter. The proposed project meets all the general requirements of the City Zoning Ordinance applicable to the subject property and proposed use. 2. The proposed energy system shall further the intent of this chapter and provide renewable energy to the property on which it is proposed. The proposed project meets the intent of the City Zoning Ordinance and will provide renewable energy to the northern Illinois community. 101 N Wacker Drive, Suite 200 3. The proposed alternative energy system is located in such a manner as to minimize intrusions on adjacent residential uses through siting on the lot, selection of appropriate equipment, and other applicable means. The proposed project will not be injurious to the use and enjoyment nearby residential property in the immediate vicinity for the purposes already permitted by the zoning standards. Care has been taken to locate the proposed solar systemover 1,000 feet from the nearest residential structure (from nearest existing residential structure to the nearest proposed module). Additionally, there is significant proposed landscape screening proposed that will buffer the south and east sides of the project providing visual relief. 4. The establishment for the proposed alternative energy system will not prevent the normal and orderly use, development or improvement of the adjacent property for uses permitted in the district. The project designed to heavily screen by proposed solar systemand setback in excess of ordinance requirements, particularly from the residential properties. The project will protect open space and the underlying farmland as after the project is decommissioned the land can be returned to traditional farming or other uses. This project will not impede normal and orderly development in the City of Yorkville. On behalf of Yorkville Renewables, LLC project we thank you in advance for your consideration of our request for approval. We look forward to review of our submittal at the next Community Development meeting and Planning & Zoning Commission meetings. In the interim, please contact us with any questions regarding our submittal or if any additional information is required. Sincerely, Matt Walsh Business Development Director P: 847.212.1585 E: mwalsh@nexamp.com 1 Michael Keith From:Matthew Brown Sent:Wednesday, November 9, 2022 1:40 PM To:Matt Walsh; Jack Curry Cc:Michael Keith; Perry Ryan Subject:FW: [External]RE: Yorkville Solar Access Permit Application Follow Up Flag:Follow up Flag Status:Flagged Matt/Jack, Please see below for the Yorkville access road & temporary construction widening approval. We can discuss this further at the meeting this afternoon. Best Regards, Matthew Brown Engineer ATWELL, LLC 734.994.4000 Office 517.215.1214 Mobile 734.994.1590 Fax 311 North Main | Ann Arbor, MI 48104 www.atwell-group.com From: Fran Klaas <FKlaas@kendallcountyil.gov> Sent: Tuesday, November 8, 2022 2:24 PM To: Matthew Brown <mbrown@atwell-group.com> Cc: Perry Ryan <pryan@atwell-group.com>; Michael Keith <mkeith@atwell-group.com> Subject: RE: [External]RE: Yorkville Solar Access Permit Application Yep. That works. Your plan is hereby approved. Francis C. Klaas, P.E. Kendall County Engineer 6780 Route 47, Yorkville, IL 60560 (630) 553-7616 fklaas@kendallcountyil.gov From: Matthew Brown <mbrown@atwell-group.com> Sent: Tuesday, November 8, 2022 12:15 PM To: Fran Klaas <FKlaas@kendallcountyil.gov> Cc: Perry Ryan <pryan@atwell-group.com>; Michael Keith <mkeith@atwell-group.com> Subject: RE: [External]RE: Yorkville Solar Access Permit Application Hello, I went through this morning and ran a truck turn analysis on the site with the 50’ culvert which would allow turn radii up to 45’ (while still allowing room for ditch grading), and I believe it would still b e a difficult turn for the construction traffic 2 to make. I would estimate we would need around a 60’ culvert if it were to function for construction traffic. As such, we are thinking the temporary widening would be the route we would like to proceed with. This would allow the construction traffic to enter/exit the site and then after construction, the culvert would be reduced down to the 40’ requirement with the road radii of 35’ as shown on the previous plan. Best Regards, Matthew Brown Engineer ATWELL, LLC 734.994.4000 Office 517.215.1214 Mobile 734.994.1590 Fax 311 North Main | Ann Arbor, MI 48104 www.atwell-group.com (-> linkprotect.cudasvc.com) From: Fran Klaas <FKlaas@kendallcountyil.gov> Sent: Monday, November 7, 2022 8:06 AM To: Matthew Brown <mbrown@atwell-group.com> Cc: Perry Ryan <pryan@atwell-group.com>; Michael Keith <mkeith@atwell-group.com> Subject: RE: [External]RE: Yorkville Solar Access Permit Application Do to the unique nature of this project, we would be willing to allow you to place a 50’ long culvert. Would that work for both temporary and permanent? If not, a temporary widening would be acceptable. This temporary widening would expire after 12 months, and the permanent pipe length would then be required. Let me know how you would like to proceed. Francis C. Klaas, P.E. Kendall County Engineer 6780 Route 47, Yorkville, IL 60560 (630) 553-7616 fklaas@kendallcountyil.gov From: Matthew Brown <mbrown@atwell-group.com> Sent: Friday, November 4, 2022 11:13 AM To: Fran Klaas <FKlaas@kendallcountyil.gov> Cc: Perry Ryan <pryan@atwell-group.com>; Michael Keith <mkeith@atwell-group.com> Subject: RE: [External]RE: Yorkville Solar Access Permit Application Hello, We have gone through and revised the drawings as recommended. This includes the reduction of the radii on the entrance in order to accommodate the 40’ culvert. Because of this, we were wondering if it would b e possible to provide a wider entrance and longer culvert on a temporary basis during construction only to alleviate some concerns of getting construction/delivery vehicles in and out of the site. The final permanent drive would then match what is now show on the revised plans. Please let us know if this revised plan is acceptable, and if the proposed temporary widening would be allowed. Thanks! Revised plans (2022-11-04): https://atwell-group.sharefile.com/d-sb86de87732df482cb68f2245af8e2a1e (-> linkprotect.cudasvc.com) Best Regards, 3 Matthew Brown Engineer ATWELL, LLC 734.994.4000 Office 517.215.1214 Mobile 734.994.1590 Fax 311 North Main | Ann Arbor, MI 48104 www.atwell-group.com (-> linkprotect.cudasvc.com) (-> linkprotect.cudasvc.com) From: Fran Klaas <FKlaas@kendallcountyil.gov> Sent: Tuesday, November 1, 2022 11:44 AM To: Matthew Brown <mbrown@atwell-group.com> Cc: Perry Ryan <pryan@atwell-group.com>; Michael Keith <mkeith@atwell-group.com> Subject: RE: [External]RE: Yorkville Solar Access Permit Application The revised plans appear to show that the new 18” CMP is significantly longer than the 40’ requested. I believe the 40’ requested is long enough to serve the needs of this access point. You may need to revise your radius returns to 50’. Please revise accordingly. Francis C. Klaas, P.E. Kendall County Engineer 6780 Route 47, Yorkville, IL 60560 (630) 553-7616 fklaas@kendallcountyil.gov From: Matthew Brown <mbrown@atwell-group.com> Sent: Thursday, October 27, 2022 1:49 PM To: Fran Klaas <FKlaas@kendallcountyil.gov> Cc: Perry Ryan <pryan@atwell-group.com>; Michael Keith <mkeith@atwell-group.com> Subject: RE: [External]RE: Yorkville Solar Access Permit Application Hello, Thanks for all of the good information. As far as I know, the solar facility is the only anticipated project that will utilize this entrance, so as you stated, there shouldn’t be a significant change in trip generation. We have gone through and revised the plans to show the removal of the 8” PVC and replacement with an 18” CMP culvert as recommended (See sheet C-05). I will provide a link to the revised plans below (dated 2022-10-27). Please let us know if this new culvert layout is satisfactory, and if so, we will move forward using this culvert layout for the project. https://atwell-group.sharefile.com/d-sea34864c695a4f49b3e844ffe558f503 (-> linkprotect.cudasvc.com) (-> linkprotect.cudasvc.com) Best Regards, Matthew Brown Engineer ATWELL, LLC 734.994.4000 Office 517.215.1214 Mobile 734.994.1590 Fax 311 North Main | Ann Arbor, MI 48104 www.atwell-group.com (-> linkprotect.cudasvc.com) (-> linkprotect.cudasvc.com) (-> linkprotect.cudasvc.com) 4 From: Fran Klaas <FKlaas@kendallcountyil.gov> Sent: Friday, October 21, 2022 3:34 PM To: Matthew Brown <mbrown@atwell-group.com> Cc: Perry Ryan <pryan@atwell-group.com>; Michael Keith <mkeith@atwell-group.com> Subject: RE: [External]RE: Yorkville Solar Access Permit Application Matthew, I visited the site today to confirm a couple things. As shown in your plans, there is currently an 8” PVC culvert located at the existing entrance. I’m not exactly sure how long this has been there; but it does not, in any way, meet County specifications. However, since there is this existing access to Galena Road for the proposed solar field, I am of the opinion that we could likely consider this a “grandfathered” entrance. This would not work if there was a “significant change in trip generation”, as defined by the Kendall County Highway Access Regulation Ordinance. But since the number of vehicles going to and from the solar field, once constructed, should be extremely small, I believe it would not trigger the significant change in trip generation clause, and subsequent additional requirements found in the KCHARO. Bottom line is that the existing 8” PVC culvert must be removed in its entirety. It must be replaced with 18” dia. x 40’ long CMP or RCP. We recommend using upstream and downstream elevations of the Galena Road ditch at least 100’ away from the proposed culvert so that the new culvert and ditch grades will mesh with the existing Galena Road ditch. Because this is simply a removal and replacement of an existing entrance, I really don’t need a new Application for Access Permit. This work will simply need to be done as part of NexAmp’s site work. An aggregate construction entrance or all weather surface (HMA) should be placed within the entire Galena Road right-of- way to help keep dirt/debris off Galena Road. If there are any other projects besides the solar field that will use this entrance, and those uses constitute a significant change in trip generation, as defined by the KCHARO, then everything discussed above is moot, and compliance with the access ordinance will be required. Specifically, it would then limit the access to right in / right out, and additional turn lanes could be required. But as I see it right now, reconstruction of the existing entrance will likely be all that is required at this point. Please let me know if you have any additional questions. Francis C. Klaas, P.E. Kendall County Engineer 6780 Route 47, Yorkville, IL 60560 (630) 553-7616 fklaas@kendallcountyil.gov From: Matthew Brown <mbrown@atwell-group.com> Sent: Friday, October 21, 2022 8:12 AM To: Fran Klaas <FKlaas@kendallcountyil.gov>; Web_Email_Highway <Web_Email_Highway@kendallcountyil.gov> Cc: Perry Ryan <pryan@atwell-group.com>; Michael Keith <mkeith@atwell-group.com> Subject: [External]RE: Yorkville Solar Access Permit Application CAUTION - This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hello, 5 I was just wanting to follow up on this since I hadn’t heard anything back yet. I was just wanting to confirm that the previous email and associated documents arrived correctly. If you could please confirm whether the previous email arrived and provide an approximate timeline for the permit, that would be greatly appreciated. Thanks in advance! Best Regards, Matthew Brown Engineer ATWELL, LLC 734.994.4000 Office 517.215.1214 Mobile 734.994.1590 Fax 311 North Main | Ann Arbor, MI 48104 www.atwell-group.com (-> linkprotect.cudasvc.com) (-> linkprotect.cudasvc.com) (-> linkprotect.cudasvc.com) (-> linkprotect.cudasvc.com) From: Matthew Brown Sent: Thursday, October 13, 2022 10:26 AM To: fklaas@kendallcountyil.gov Cc: Perry Ryan <pryan@atwell-group.com>; Michael Keith <mkeith@atwell-group.com> Subject: Yorkville Solar Access Permit Application Hello, This is Matthew Brown with Atwell. I am contacting you in regards to a small solar farm that we had discussed previously on the phone a while back. This is for the site located just southwest of Galena Road and IL 47. We were wanting to start providing the necessary documents in order to apply for an access permit for the site. It is my understanding that you require a completed application form and a site plan. In addition, when we talked previously you mentioned the access will likely need to be limited to “right in, right out” traffic. You will be able to find these documents at the sharefile link located below. Please let us know if you require anything else for the permitting process, or if you have any questions comments or concerns. Also, if you could please let me know if these documents arrived correctly, I would greatly appreciate it. https://atwell-group.sharefile.com/d-s4760dfd8f6ef46b0ac48a31532dac854 (-> linkprotect.cudasvc.com) (-> linkprotect.cudasvc.com) (-> linkprotect.cudasvc.com) Best Regards, Matthew Brown Engineer ATWELL, LLC 734.994.4000 Office 517.215.1214 Mobile 734.994.1590 Fax 311 North Main | Ann Arbor, MI 48104 www.atwell-group.com (-> linkprotect.cudasvc.com) (-> linkprotect.cudasvc.com) (-> linkprotect.cudasvc.com) (-> linkprotect.cudasvc.com) Links contained in this email have been replaced. If you click on a link in the email above, the link will be analyzed for known threats. If a known threat is found, you will not be able to proceed to the destination. If suspicious content is detected, you will see a warning. 6 Links contained in this email have been replaced. If you click on a link in the email above, the link will be analyzed for known threats. If a known threat is found, you will not be able to proceed to the destination. If suspicious content is detected, you will see a warning. Links contained in this email have been replaced. If you click on a link in the email above, the link will be analyzed for known threats. If a known threat is found, you will not be able to proceed to the destination. If suspicious content is detected, you will see a warning. Links contained in this email have been replaced. If you click on a link in the email above, the link will be analyzed for known threats. If a known threat is found, you will not be able to proceed to the destination. If suspicious content is detected, you will see a warning. Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: If new information is available at the time of the meeting, then a discussion will be held. Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #4 Tracking Number CC 2021-04 City Buildings Updates City Council – October 8, 2024 None Informational Bart Olson Administration Name Department Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: If new information is available at the time of the meeting, then a discussion will be held. Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #5 Tracking Number CC 2021-38 Water Study Update City Council – October 8, 2024 None Informational Bart Olson Administration Name Department