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City Council Packet 2023 10-10-23 AGENDA CITY COUNCIL MEETING Tuesday, October 10, 2023 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: Public Hearings: Citizen Comments on Agenda Items: Consent Agenda: 1. Bill Payments for Approval $ 655,199.38 (vendors) $ 366,639.37 (payroll period ending 09/29/23) $ 1,021,838.75 (total) Mayor’s Report: 1. CC 2023-58 2023 Tax Levy Estimate 2. PZC 2023-02 & EDC 2023-22 Bristol Ridge Solar 105 a. Ordinance Approving the First Amendment to the Annexation Agreement for a Portion of the Bristol Ridge Subdivision (Daniel B Light) b. Ordinance Approving the Rezoning to the A-1 Agricultural Zoning District of Certain Territory Generally Located at East of Cannonball Trail and North of the Burlington Northern Santa Fe Railroad Line United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us City Council Agenda October 10, 2023 Page 2 Mayor’s Report (cont’d): c. Ordinance Granting a Freestanding Solar Energy Systems Clearance Variance for the Property Generally Located at East of Cannonball Trail and North of the Burlington Northern Santa Fe Railroad Line d. Ordinance Approving a Special Use for the Property Generally Located at East of Cannonball Trail and North of the Burlington Northern Santa Fe Railroad Line Public Works Committee Report: Economic Development Committee Report: Public Safety Committee Report: Administration Committee Report: Park Board: Planning and Zoning Commission: City Council Report: City Clerk’s Report: Community and Liaison Report: Staff Report: Mayor’s Report (cont’d): 3. PZC 2023-09 & EDC 2023-36 Unified Development Ordinance – Presentation 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 18, 2023 – 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 City Council Agenda October 10, 2023 Page 3 COMMITTEES, MEMBERS AND RESPONSIBILITIES cont’d: ECONOMIC DEVELOPMENT: November 7, 2023 – 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 2, 2023 – 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 17, 2023 – 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 10, 2023 7:00 PM CITY COUNCIL CHAMBERS ---------------------------------------------------------------------------------------------------------------------------------------- AMENDMENTS TO AGENDA: ---------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS ON AGENDA ITEMS: ----------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- CONSENT AGENDA: ----------------------------------------------------------------------------------------------------------------------------------------- 1. Bill Payments for Approval □ Approved ________ □ As presented □ As amended □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ---------------------------------------------------------------------------------------------------------------------------------------- MAYOR’S REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- 1. CC 2023-58 2023 Tax Levy Estimate □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. PZC 2023-02 & EDC 2023-22 Bristol Ridge Solar 105 a. Ordinance Approving the First Amendment to the Annexation Agreement for a Portion of the Bristol Ridge Subdivision (Daniel B Light) □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ b. Ordinance Approving the Rezoning to the A-1 Agricultural Zoning District of Certain Territory Generally Located at East of Cannonball Trail and North of the Burlington Northern Santa Fe Railroad Line □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ c. Ordinance Granting a Freestanding Solar Energy Systems Clearance Variance for the Property Generally Located at East of Cannonball Trail and North of the Burlington Northern Santa Fe Railroad Line □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ d. Ordinance Approving a Special Use for the Property Generally Located at East of Cannonball Trail and North of the Burlington Northern Santa Fe Railroad Line □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- MAYOR’S REPORT (CONT’D): ----------------------------------------------------------------------------------------------------------------------------------------- 3. PZC 2023-09 & EDC 2023-36 Unified Development Ordinance – Presentation □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 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 Bills for Payment City Council – October 10, 2023 Majority Approval Amy Simmons Finance Name Department 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539343 AACVB AURORA AREA CONVENTION08/23-HAMPTON 09/28/23 01 AUG 2023 HAMPTON HOTEL TAX 01-640-54-00-5481 5,099.98INVOICE TOTAL: 5,099.98 *08/23-SUPER 09/28/23 01 AUG 2023 SUPER 8 HOTEL TAX 01-640-54-00-5481 1,592.01INVOICE TOTAL: 1,592.01 *AUG 23-ALL 09/28/23 01 AUG 2023 ALL SEASON HOTEL TAX 01-640-54-00-5481 64.87INVOICE TOTAL: 64.87 *CHECK TOTAL: 6,756.86539344 ADVDROOF ADVANCED ROOFING INC.2023-1862 RFND 09/21/23 01 CANCELLED SIDING PERMIT REFUND 01-000-42-00-4210 50.00INVOICE TOTAL: 50.00 *CHECK TOTAL: 50.00539345 ALTORFER ALTORFER INDUSTRIES, INCTM500489678 09/11/23 01 EMISSIONS WARRANTY REPAIR 01-410-54-00-5490 1,582.34INVOICE TOTAL: 1,582.34 *CHECK TOTAL: 1,582.34539346 ARCHITEC ARCHITECTURAL BRONZE18629 09/19/23 01 BRONZE PLAQUE 79-790-56-00-5620 328.00INVOICE TOTAL: 328.00 *CHECK TOTAL: 328.00539347 ATLAS ATLAS BOBCATBW6533 09/11/23 01 WINDOW SEAL, GLASS DOOR 01-410-56-00-5628 605.37INVOICE TOTAL: 605.37 *Page 1 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539347 ATLAS ATLAS BOBCATQ02551 09/07/23 01 BLACK TRAILER 25-215-60-00-6060 15,473.00INVOICE TOTAL: 15,473.00 *CHECK TOTAL: 16,078.37539348 AURORA CITY OF AURORA225588 09/21/23 01 WATER PRODUCTION LAB TESTING 51-510-54-00-5429 1,457.50INVOICE TOTAL: 1,457.50 *CHECK TOTAL: 1,457.50539349 BADGER BADGER METER1603389 09/05/23 01 HALOGEN SENSOR 51-510-56-00-5638 958.11INVOICE TOTAL: 958.11 *CHECK TOTAL: 958.11539350 BAKERW WAYNE BAKER09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 225.00INVOICE TOTAL: 225.00 *CHECK TOTAL: 225.00539351 BARONA ALEXANDER JAMES BARON09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 390.00INVOICE TOTAL: 390.00 *CHECK TOTAL: 390.00539352 BATTERYS BATTERY SERVICE CORPORATIONPage 2 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539352 BATTERYS BATTERY SERVICE CORPORATION0102961 09/21/23 01 BATTERY 01-410-56-00-5628 104.95INVOICE TOTAL: 104.95 *CHECK TOTAL: 104.95539353 BCBS BLUE CROSS BLUE SHIELDF015083-NOV 2023 09/28/23 01 DEARBORN/BCBS EAP-NOV 2023 01-110-52-00-5222 6.3502 DEARBORN/BCBS EAP-NOV 2023 01-120-52-00-5222 4.2303 DEARBORN/BCBS EAP-NOV 2023 01-210-52-00-5222 50.7604 DEARBORN/BCBS EAP-NOV 2023 01-220-52-00-5222 10.2305 DEARBORN/BCBS EAP-NOV 2023 01-410-52-00-5222 10.6906 DEARBORN/BCBS EAP-NOV 2023 24-216-52-00-5222 2.8207 DEARBORN/BCBS EAP-NOV 2023 51-510-52-00-5222 9.9908 DEARBORN/BCBS EAP-NOV 2023 52-520-52-00-5222 4.3409 DEARBORN/BCBS EAP-NOV 2023 79-790-52-00-5222 13.3910 DEARBORN/BCBS EAP-NOV 2023 79-795-52-00-5222 11.2811 DEARBORN/BCBS EAP-NOV 2023 82-820-52-00-5222 7.05INVOICE TOTAL: 131.13 *CHECK TOTAL: 131.13539354 BEEBED DAVID BEEBE09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 375.00INVOICE TOTAL: 375.00 *CHECK TOTAL: 375.00539355 BFCONSTR B&F CONSTRUCTION CODE SERVICES18221 09/18/23 01 AUGUST 2023 INSPECTIONS 01-220-54-00-5459 14,240.00INVOICE TOTAL: 14,240.00 *CHECK TOTAL: 14,240.00Page 3 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539356 BOOKERM MICHAEL BOOKER09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 90.00INVOICE TOTAL: 90.00 *CHECK TOTAL: 90.00539357 BOOKERT THOMAS BOOKER09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 70.00INVOICE TOTAL: 70.00 *CHECK TOTAL: 70.00539358 BOROWSKK KYLE BOROWSKI091523-PERDIEM 09/15/23 01 CRASH RECONSTRUCTION TRAINING 01-210-54-00-5415 269.0002 PER DIEMS FOR 9/10-9/15 ** COMMENT **INVOICE TOTAL: 269.00 *092223-PERDIEM 09/22/23 01 CRASH RECONSTRUCTION TRAINING 01-210-54-00-5415 269.0002 PER DIEMS FOR 9/17-9/22 ** COMMENT **INVOICE TOTAL: 269.00 *CHECK TOTAL: 538.00539359 BRISBOND DANA XAVIER BRISBON091623 09/16/23 01 REFEREE 79-795-54-00-5462 100.00INVOICE TOTAL: 100.00 *092323 09/23/23 01 REFEREE 79-795-54-00-5462 200.00INVOICE TOTAL: 200.00 *CHECK TOTAL: 300.00539360 BRITE UPSTATE WHOLESALE SUPPLY INCPage 4 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539360 BRITE UPSTATE WHOLESALE SUPPLY INCINV29945 06/28/23 01 2 MDT COMPUTERS FOR VEHICLES 25-205-60-00-6070 8,068.00INVOICE TOTAL: 8,068.00 *CHECK TOTAL: 8,068.00D003122 BROWND DAVID BROWN100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 51-510-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539361 CALLONE PEERLESS NETWORK, INC28033 07/15/23 01 06/15-07/14 ADMIN LINES 01-110-54-00-5440 210.7002 06/15-07/14 POLICE LINES 01-210-54-00-5440 701.8103 06/15-07/14 PUBLIC WORKS LINES 51-510-54-00-5440 4,854.5204 06/15-07/14 SEWER DEPT LINES 52-520-54-00-5440 227.1105 06/15-07/14 RECREATION LINES 79-795-54-00-5440 292.3006 06/15-07/14 TRAFFIC SIGNAL 01-410-54-00-5435 60.0607 MAINTENANCE ** COMMENT **INVOICE TOTAL: 6,346.50 *30448 08/15/23 01 08/15-09/14 ADMIN LINES 01-110-54-00-5440 210.7002 08/15-09/14 POLICE LINES 01-210-54-00-5440 701.8103 08/15-09/14 PUBLIC WORKS LINES 51-510-54-00-5440 4,855.7704 08/15-09/14 SEWER DEPT LINES 52-520-54-00-5440 227.1705 08/15-09/14 RECREATION LINES 79-795-54-00-5440 290.8006 08/15-09/14 TRAFFIC SIGNAL 01-410-54-00-5435 60.0707 MAINTENANCE ** COMMENT **INVOICE TOTAL: 6,346.32 *CHECK TOTAL: 12,692.82Page 5 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539362 CALLONE PEERLESS NETWORK, INC32828 09/15/23 01 09/15-10/14 ADMIN LINES 01-110-54-00-5440 210.7202 09/15-10/14 POLICE LINES 01-210-54-00-5440 701.8103 09/15-10/14 PUBLIC WORKS LINES 51-510-54-00-5440 4,854.0204 09/15-10/14 SEWER DEPT LINES 52-520-54-00-5440 227.1105 09/15-10/14 RECREATION LINES 79-795-54-00-5440 282.1306 09/15-10/14 TRAFFIC SIGNAL 01-410-54-00-5435 60.0607 MAINTENANCE ** COMMENT **INVOICE TOTAL: 6,335.85 *CHECK TOTAL: 6,335.85539363 CARLYLEM MITCHELL CARLYLEICAP-PERDIEM 09/18/23 01 ICAP CONFERENCE PER DIEMS 01-210-54-00-5415 343.00INVOICE TOTAL: 343.00 *CHECK TOTAL: 343.00539364 CARUSOC CALI CARUSO090823-PERDIEM 09/08/23 01 ACTING OFFICER IN CHARGE 01-210-54-00-5415 45.0002 TRAINING PER DIEMS ** COMMENT **INVOICE TOTAL: 45.00 *CHECK TOTAL: 45.00D003123 CONARDR RYAN CONARD100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 51-510-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539365 COXLAND COX LANDSCAPING LLCPage 6 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539365 COXLAND COX LANDSCAPING LLC192240 09/19/23 01 TREE & STUMP REMOVAL 12-112-54-00-5495 4,920.00INVOICE TOTAL: 4,920.00 *CHECK TOTAL: 4,920.00539366 DAVISK KYLE DAVIS090723-PER DIEM 09/07/23 01 INTERVIEWING CHILDREN TRAINING 01-210-54-00-5415 16.0002 PER DIEM ** COMMENT **INVOICE TOTAL: 16.00 *CHECK TOTAL: 16.00D003124 DHUSEE DHUSE, ERIC100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 51-510-54-00-5440 15.0002 REIMBURSEMENT ** COMMENT **03 SEPT 2023 MOBILE EMAIL 52-520-54-00-5440 15.0004 REIMBURSEMENT ** COMMENT **05 SEPT 2023 MOBILE EMAIL 01-410-54-00-5440 15.0006 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539367 DICKINSD DONALD W DICKINSON09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 225.00INVOICE TOTAL: 225.00 *091423 09/14/23 01 UMPIRE 79-795-54-00-5462 120.00INVOICE TOTAL: 120.00 *092123 09/21/23 01 REFEREE 79-795-54-00-5462 120.00INVOICE TOTAL: 120.00 *CHECK TOTAL: 465.00Page 7 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539368 DIRENRGY DIRECT ENERGY BUSINESS1704705-232550052556 09/12/23 01 07/26-08/23 KENNEY & MCHUGH 23-230-54-00-5482 82.38INVOICE TOTAL: 82.38 *1704707-232620052613 09/19/23 01 08/15-09/14 KENNEDY & RT47 23-230-54-00-5482 1,276.89INVOICE TOTAL: 1,276.89 *1704717-232570052581 09/14/23 01 08/10-09/10 RT47 & ROSENWINKLE 23-230-54-00-5482 41.78INVOICE TOTAL: 41.78 *1704719-232580052594 09/15/23 01 07/24-08/22 LEASURE & SUNSET 23-230-54-00-5482 2,263.05INVOICE TOTAL: 2,263.05 *CHECK TOTAL: 3,664.10D003125 DLK DLK, LLC265 09/28/23 01 SEPT 2023 ECONOMIC DEVELOPMENT 01-640-54-00-5486 9,685.0002 HOURS ** COMMENT **INVOICE TOTAL: 9,685.00 *271 09/28/23 01 JUL-SEPT 2023 BANKED ECONOMIC 01-640-54-00-5486 17,880.0002 DEVELOPMENT HOURS ** COMMENT **INVOICE TOTAL: 17,880.00 *DIRECT DEPOSIT TOTAL: 27,565.00539369 DONOVANM MICHAEL DONOVAN100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 79-795-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *CHECK TOTAL: 45.00D003126 EVANST TIM EVANSPage 8 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003126 EVANST TIM EVANS100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 79-795-54-00-5440 22.5002 REIMBURSEMENT ** COMMENT **03 SEPT 2023 MOBILE EMAIL 79-790-54-00-5440 22.5004 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539370 FENILIJ JOSHUA FENILI091423 09/14/23 01 REFEREE 79-795-54-00-5462 160.00INVOICE TOTAL: 160.00 *CHECK TOTAL: 160.00539371 FOXVALLE FOX VALLEY TROPHY & AWARDSBKA41 09/21/23 01 FALL SOCCER MEDALS 79-795-56-00-5606 1,537.50INVOICE TOTAL: 1,537.50 *BKA42 09/21/23 01 FALL BASEBALL/SOFTBALL MEDALS 79-795-56-00-5606 1,287.50INVOICE TOTAL: 1,287.50 *BKA43 09/21/23 01 FALL TROPHIES 79-795-56-00-5606 217.50INVOICE TOTAL: 217.50 *CHECK TOTAL: 3,042.50D003127 FREDRICR ROB FREDRICKSON100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 01-120-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00Page 9 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539372 FUNKHOUC CHRIS FUNKHOUSER2023 IML 09/29/23 01 2023 IML CONFERENCE LODGING 01-110-54-00-5415 436.38INVOICE TOTAL: 436.38 *CHECK TOTAL: 436.38539373 FUNONE THE FUN ONES80876 03/19/23 01 SNOW GLOBE RENTAL 79-795-56-00-5606 727.76INVOICE TOTAL: 727.76 *CHECK TOTAL: 727.76D003128 GALAUNEJ JAKE GALAUNER100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 79-795-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539374 GLATFELT GLATFELTER UNDERWRITING SRVS.165380127-10 09/28/23 01 LIABILITY INS INSTALLMENT #10 01-640-52-00-5231 14,530.2202 LIABILITY INS INSTALLMENT #10 01-640-52-00-5231 3,021.1803 LIABILITY INS INSTALLMENT #10 51-510-52-00-5231 1,602.2204 LIABILITY INS INSTALLMENT #10 52-520-52-00-5231 768.0405 LIABILITY INS INSTALLMENT #10 82-820-52-00-5231 1,204.34INVOICE TOTAL: 21,126.00 *CHECK TOTAL: 21,126.00539375 GOODRICG GAVIN GOODRICH09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 345.00INVOICE TOTAL: 345.00 *CHECK TOTAL: 345.00Page 10 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003129 HENNED DURK HENNE100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 01-410-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00D003130 HERNANDA ADAM HERNANDEZ100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 79-790-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00D003131 HERNANDN NOAH HERNANDEZ100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 01-410-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539376 HIFIEVEN HI FI EVENTS, INC.YHD090123 09/18/23 01 ADDITIONAL STAGE & SOUND FOR 79-795-56-00-5602 1,600.0002 CHRISTIAN BANDS ** COMMENT **INVOICE TOTAL: 1,600.00 *CHECK TOTAL: 1,600.00539377 HIXH HAROLD HIX09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 80.00INVOICE TOTAL: 80.00 *CHECK TOTAL: 80.00Page 11 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003132 HORNERR RYAN HORNER100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 79-790-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00D003133 HOULEA ANTHONY HOULE100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 79-790-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539378 ILPHLEBO ILLINOIS PHLEBOTOMY SERVICES1853 08/31/23 01 08/01/23 PHLEBOTOMY SERVICES 01-210-54-00-5462 425.00INVOICE TOTAL: 425.00 *CHECK TOTAL: 425.00539379 IPRF ILLINOIS PUBLIC RISK FUND83500 09/13/23 01 NOV 2023 WORK COMP INS 01-640-52-00-5231 12,689.9202 NOV 2023 WORK COMP INS-PR 01-640-52-00-5231 2,581.4503 NOV 2023 WORK COMP INS 51-510-52-00-5231 1,203.3704 NOV 2023 WORK COMP INS 52-520-52-00-5231 543.5705 NOV 2023 WORK COMP INS 82-820-52-00-5231 1,025.69INVOICE TOTAL: 18,044.00 *CHECK TOTAL: 18,044.00D003134 JACKSONJ JAMIE JACKSON100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 52-520-54-00-5440 45.00Page 12 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003134 JACKSONJ JAMIE JACKSON100123 10/01/23 02 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539380 JENSENJ JAMES JENSENICAP PERDIEM 09/18/23 01 ICAP CONFERENCE PER DIEMS 01-210-54-00-5415 343.00INVOICE TOTAL: 343.00 *CHECK TOTAL: 343.00539381 JIMSTRCK JIM'S TRUCK INSPECTION LLC199416 09/25/23 01 TRUCK INSPECTION 01-410-54-00-5490 67.00INVOICE TOTAL: 67.00 *199418 09/25/23 01 TRUCK INSPECTION 01-410-54-00-5490 43.00INVOICE TOTAL: 43.00 *CHECK TOTAL: 110.00D003135 JOHNGEOR GEORGE JOHNSON100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 51-510-54-00-5440 22.5002 REIMBURSEMENT ** COMMENT **03 SEPT 2023 MOBILE EMAIL 52-520-54-00-5440 22.5004 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539382 KENDCPA KENDALL COUNTY CHIEFS OF1035 09/19/23 01 RESPECT FOR LAW MEETING FOR 01-210-54-00-5415 360.00Page 13 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539382 KENDCPA KENDALL COUNTY CHIEFS OF1035 09/19/23 02 12 STAFF ** COMMENT **INVOICE TOTAL: 360.00 *1051 09/21/23 01 MONTHLY MEETING FEE FOR 3 01-210-54-00-5415 51.0002 STAFF ** COMMENT **INVOICE TOTAL: 51.00 *CHECK TOTAL: 411.00539383 KENDCROS KENDALL CROSSING, LLCAMU REBATE 07/23 09/27/23 01 JUL 2023 NCG AMUSEMENT TAX 01-640-54-00-5439 5,382.8902 REBATE ** COMMENT **INVOICE TOTAL: 5,382.89 *AMU REBATE 08/23 09/22/23 01 AUG 2023 NCG AMUSEMENT TAX 01-640-54-00-5439 2,564.6902 REBATE ** COMMENT **INVOICE TOTAL: 2,564.69 *CHECK TOTAL: 7,947.58D003136 KLEEFISG GLENN KLEEFISCH100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 79-790-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539384 LANEMUCH LANER, MUCHIN, LTD653124 09/01/23 01 GENERAL COUNSELING THROUGH 01-640-54-00-5463 225.0002 08/20/23 ** COMMENT **INVOICE TOTAL: 225.00 *CHECK TOTAL: 225.00Page 14 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539385 LIPSCOJA JACOB LIPSCOMB09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 380.00INVOICE TOTAL: 380.00 *CHECK TOTAL: 380.00539386 MAHONEYM MARK MAHONEY091623 09/16/23 01 REFEREE 79-795-54-00-5462 150.00INVOICE TOTAL: 150.00 *092323 09/23/23 01 REFEREE 79-795-54-00-5462 300.00INVOICE TOTAL: 300.00 *CHECK TOTAL: 450.00539387 MATSONA AIDAN MATSON09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 45.00INVOICE TOTAL: 45.00 *CHECK TOTAL: 45.00539388 MATSONT THOMAS MATSON09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 90.00INVOICE TOTAL: 90.00 *CHECK TOTAL: 90.00D003137 MCGREGOM MATTHEW MCGREGORY100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 01-410-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00Page 15 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539389 MEADE MEADE ELECTRIC COMPANY, INC.706034 09/15/23 01 RT47 & US 34 TRAFFIC SIGNAL 01-410-54-00-5435 463.2002 REPAIR ** COMMENT **INVOICE TOTAL: 463.20 *CHECK TOTAL: 463.20539390 METIND METROPOLITAN INDUSTRIES, INC.INV054433 09/15/23 01 LIFT STATION METRO CLOUD DATA 52-520-54-00-5444 270.0002 SERVICE ** COMMENT **INVOICE TOTAL: 270.00 *CHECK TOTAL: 270.00539391 MIDWSALT MIDWEST SALTP469587 09/08/23 01 BULK ROCK SALT 51-510-56-00-5638 3,386.53INVOICE TOTAL: 3,386.53 *P469732 09/20/23 01 BULK ROCK SALT 51-510-56-00-5638 3,511.30INVOICE TOTAL: 3,511.30 *CHECK TOTAL: 6,897.83D003138 MILSCHET TED MILSCHEWSKI100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 24-216-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539392 MODJESKM MICHAEL COLE MODJESKI09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 55.00INVOICE TOTAL: 55.00 *CHECK TOTAL: 55.00Page 16 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539393 MOHRR RANDY MOHR092623 09/26/23 01 REFEREE 79-795-54-00-5462 105.00INVOICE TOTAL: 105.00 *CHECK TOTAL: 105.00539394 MORRICKB BRUCE MORRICK09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 150.00INVOICE TOTAL: 150.00 *CHECK TOTAL: 150.00539395 MULDERCH CHRISTIAN MULDER09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 35.00INVOICE TOTAL: 35.00 *CHECK TOTAL: 35.00539396 MULLENSA ANTHONY MULLENS09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 150.00INVOICE TOTAL: 150.00 *CHECK TOTAL: 150.00D003139 NAVARROJ JESUS NAVARRO100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 24-216-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539397 NICOR NICOR GASPage 17 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539397 NICOR NICOR GAS16-00-27-3553 4-0823 09/12/23 01 08/11-09/12 1301 CAROLYN CT 01-110-54-00-5480 50.77INVOICE TOTAL: 50.77 *31-61-67-2493 1-0823 09/11/23 01 08/10-09/11 276 WINDHAM CR 01-110-54-00-5480 50.79INVOICE TOTAL: 50.79 *45-12-25-4081 3-0823 09/12/23 01 08/10-09/11 201 W HYDRAULIC 01-110-54-00-5480 57.64INVOICE TOTAL: 57.64 *95-16-10-1000 4-0823 09/14/23 01 08/14-09/14 1 RT47 01-110-54-00-5480 49.08INVOICE TOTAL: 49.08 *CHECK TOTAL: 208.28539398 OTTOSEN OTTOSEN DINOLFO157901 08/31/23 01 PARKS MATTERS 79-790-54-00-5466 330.00INVOICE TOTAL: 330.00 *157902 08/31/23 01 MISC CITY LEGAL MATTERS 01-640-54-00-5456 11,506.00INVOICE TOTAL: 11,506.00 *157903 08/31/23 01 MEETINGS 01-640-54-00-5456 1,600.00INVOICE TOTAL: 1,600.00 *157904 08/31/23 01 BRIGHT FARMS MATTERS 01-640-54-00-5456 66.00INVOICE TOTAL: 66.00 *157905 08/31/23 01 WESTBURY MATTERS 01-640-54-00-5456 297.00INVOICE TOTAL: 297.00 *157906 08/31/23 01 GREEN DOOR MATTERS 01-640-54-00-5456 902.00INVOICE TOTAL: 902.00 *157907 08/31/23 01 LANCELEAF SOLAR MATTERS 90-210-00-00-0011 77.00INVOICE TOTAL: 77.00 *Page 18 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539398 OTTOSEN OTTOSEN DINOLFO157908 08/31/23 01 COUNTRYSIDE TIF MATTERS 87-870-54-00-5462 44.00INVOICE TOTAL: 44.00 *157909 08/31/23 01 DOWNTOWN TIF II MATTERS 89-890-54-00-5462 110.00INVOICE TOTAL: 110.00 *CHECK TOTAL: 14,932.00539399 PATTONS SHANE PATTON09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 375.00INVOICE TOTAL: 375.00 *CHECK TOTAL: 375.00539400 PFPETT P.F. PETTIBONE & CO.184416 09/08/23 01 30 IL CITATION & COMPLAINT 01-210-54-00-5462 586.3002 TICKETS ** COMMENT **INVOICE TOTAL: 586.30 *CHECK TOTAL: 586.30D003140 PIAZZA AMY SIMMONS100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 01-120-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539401 PLAYPOW PLAYPOWER LT FARMINGTON INC1400274529 08/30/23 01 EMILY SLEEZER PARK EQUIPMENT 25-225-60-00-6010 76,092.06INVOICE TOTAL: 76,092.06 *CHECK TOTAL: 76,092.06Page 19 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539402 PLAYPOW PLAYPOWER LT FARMINGTON INC1400274670 08/31/23 01 COUNTRYSIDE PARK EQUIPMENT 25-225-60-00-6010 27,265.07INVOICE TOTAL: 27,265.07 *CHECK TOTAL: 27,265.07539403 PLAYPOW PLAYPOWER LT FARMINGTON INC1400274671 08/31/23 01 KIWANIS PARK EQUIPMENT 25-225-60-00-6010 73,725.87INVOICE TOTAL: 73,725.87 *CHECK TOTAL: 73,725.87539404 PRINTSRC LAMBERT PRINT SOURCE, LLC3642 09/15/23 01 STAY OFF FIELDS SIGNS 79-795-56-00-5606 288.00INVOICE TOTAL: 288.00 *3656 09/22/23 01 EVENT BANNERS 79-795-56-00-5606 180.00INVOICE TOTAL: 180.00 *CHECK TOTAL: 468.00539405 PURCELLJ JOHN PURCELL100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 01-110-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *CHECK TOTAL: 45.00539406 R0002596 DENNIS HOUSBY092023-RFND 09/20/23 01 REFUND OVERPAYMENT ON FINAL 01-000-13-00-1371 228.4402 BILL FOR ACCT#0101424100-00 ** COMMENT **INVOICE TOTAL: 228.44 *CHECK TOTAL: 228.44Page 20 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539407 R0002597 JONATHAN & CASSANDRA CAPPAS092223-RFND 09/22/23 01 REFUND OVERPAYMANT ON FINAL 01-000-13-00-1371 259.8802 BILL FOR ACCT#0102598602-00 ** COMMENT **INVOICE TOTAL: 259.88 *CHECK TOTAL: 259.88539408 R0002598 JENNIFER GILBERSTAD092523-RFND 09/25/23 01 REFUND OVERPAYMENT ON FINAL 01-000-13-00-1371 233.1402 BILL FOR ACCT#0102753450-01 ** COMMENT **INVOICE TOTAL: 233.14 *CHECK TOTAL: 233.14539409 R0002599 WILLIAMS GROUP092223-RFND 09/22/23 01 REFUND OVERPAYMENT ON FINAL 01-000-13-00-1371 394.3902 BILL FOR ACCT#0101021220-15 ** COMMENT **INVOICE TOTAL: 394.39 *CHECK TOTAL: 394.39539410 R0002599 WILLIAMS GROUP092223-RFND2 09/22/23 01 REFUND OVERPAYMENT ON FINAL 01-000-13-00-1371 165.9102 BILL FOR ACCT#0101021220-14 ** COMMENT **INVOICE TOTAL: 165.91 *CHECK TOTAL: 165.91D003141 RATOSP PETE RATOS100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 01-220-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00Page 21 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003142 REDMONST STEVE REDMON100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 79-795-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539411 RIETZR ROBERT L. RIETZ JR.092123 09/21/23 01 REFEREE 79-795-54-00-5462 160.00INVOICE TOTAL: 160.00 *CHECK TOTAL: 160.00D003143 ROSBOROS SHAY REMUS100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 79-795-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539412 SANDOVAA ANTONIO SANDOVAL09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 450.00INVOICE TOTAL: 450.00 *CHECK TOTAL: 450.00539413 SCHOUD DECLAN SCHOU09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 45.00INVOICE TOTAL: 45.00 *CHECK TOTAL: 45.00Page 22 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003144 SCHREIBE EMILY J. SCHREIBER100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 79-795-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00D003145 SCODROP PETER SCODRO100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 51-510-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00D003146 SCOTTTR TREVOR SCOTT100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 79-790-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539414 SEBIS SEBIS DIRECT73380 09/08/23 01 AUG 2023 UTILITY BILLING 01-120-54-00-5430 407.5302 AUG 2023 UTILITY BILLING 51-510-54-00-5430 546.0003 AUG 2023 UTILITY BILLING 52-520-54-00-5430 254.7004 AUG 2023 UTILITY BILLING 79-795-54-00-5426 276.40INVOICE TOTAL: 1,484.63 *CHECK TOTAL: 1,484.63D003147 SENDRAS SAMANTHA SENDRA100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 79-795-54-00-5440 45.00Page 23 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003147 SENDRAS SAMANTHA SENDRA100123 10/01/23 02 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00D003148 SENGM MATT SENG100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 01-410-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539415 SHI SHI INTERNATIONAL CORPS58457301 09/21/23 01 ACROBAT PRO FOR TEAMS RENEWAL 01-640-54-00-5450 268.00INVOICE TOTAL: 268.00 *CHECK TOTAL: 268.00539416 SISLERS SISLER'S ICE, INC.205002378 09/04/23 01 HOMETOWN DAYS ICE 79-795-56-00-5602 750.00INVOICE TOTAL: 750.00 *CHECK TOTAL: 750.00D003149 SLEEZERJ JOHN SLEEZER100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 79-790-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00Page 24 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D003150 SLEEZERS SCOTT SLEEZER100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 79-790-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00D003151 SMITHD DOUG SMITH100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 79-790-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539417 SPRTFLD SPORTSFIELDS, INC.23399 06/07/23 01 BASEBALL INFIELD MIX 79-790-56-00-5646 3,722.70INVOICE TOTAL: 3,722.70 *CHECK TOTAL: 3,722.70D003152 STEFFANG GEORGE A STEFFENS100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 52-520-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00D003153 THOMASL LORI THOMAS100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 01-120-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00Page 25 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539418 TRAFFIC TRAFFIC CONTROL CORPORATION145894 09/08/23 01 LED FLOOD LIGHT REPAIR 01-410-54-00-5435 327.00INVOICE TOTAL: 327.00 *145972 09/11/23 01 DETECTOR EYE REPAIR 01-410-54-00-5435 490.00INVOICE TOTAL: 490.00 *CHECK TOTAL: 817.00539419 UNIMAX UNI-MAX MANAGEMENT CORP4669 09/15/23 01 SEPT 2023 OFFICE CLEANING 01-110-54-00-5488 342.1702 SEPT 2023 OFFICE CLEANING 01-120-54-00-5488 342.1703 SEPT 2023 OFFICE CLEANING 01-210-54-00-5488 982.7704 SEPT 2023 OFFICE CLEANING AT 79-795-54-00-5488 294.5505 651 PRAIRIE POINTE DR ** COMMENT **06 SEPT 2023 OFFICE CLEANING 01-220-54-00-5488 188.3407 SEPT 2023 OFFICE CLEANING 01-410-54-00-5488 144.3308 SEPT 2023 OFFICE CLEANING 51-510-54-00-5488 144.3309 SEPT 2023 OFFICE CLEANING 52-520-54-00-5488 144.3410 SEPT 2023 OFFICE CLEANING 82-820-54-00-5488 1,950.0011 SEPT 2023 OFFICE CLEANING AT 79-790-54-00-5488 216.0012 185 WOLF STREET ** COMMENT **13 SEPT 2023 OFFICE CLEANING AT 79-795-54-00-5488 212.0014 BEECHER CONCESSION ** COMMENT **15 SEPT 2023 OFFICE CLEANING AT 79-795-54-00-5488 212.0016 BRIDGE CONCESSION ** COMMENT **17 SEPT 2023 OFFICE CLEANING AT 79-795-54-00-5488 108.0018 HYDRAULIC BLDG ** COMMENT **19 SEPT 2023 OFFICE CLEANING AT 79-795-54-00-5488 650.0020 PRESCHOOL BLDG ** COMMENT **21 SEPT 2023 OFFICE CLEANING AT 79-795-54-00-5488 216.0022 VAN EMMON BLDG ** COMMENT **INVOICE TOTAL: 6,147.00 *CHECK TOTAL: 6,147.00Page 26 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539420 VALLASB BRYAN VALLES-MATA100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 01-410-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *CHECK TOTAL: 45.00539421 VITOSH CHRISTINE M. VITOSH2127 09/15/23 01 08/09/23 P&Z MEETING 01-220-54-00-5462 140.00INVOICE TOTAL: 140.00 *CHECK TOTAL: 140.00539422 WALDEB BRYAN WALDE091623 09/16/23 01 REFEREE 79-795-54-00-5462 200.00INVOICE TOTAL: 200.00 *CHECK TOTAL: 200.00539423 WALTJOSH JOSH WALTERS09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 150.00INVOICE TOTAL: 150.00 *CHECK TOTAL: 150.00539424 WASONG GERALD WASON091423 09/14/23 01 UMPIRE 79-795-54-00-5462 120.00INVOICE TOTAL: 120.00 *092123 09/21/23 01 REFEREE 79-795-54-00-5462 120.00INVOICE TOTAL: 120.00 *CHECK TOTAL: 240.00Page 27 of 31 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539425 WATERSYS WATER SOLUTIONS UNLIMITED, INC117371 09/19/23 01 CHLORINE 51-510-56-00-5638 4,899.00INVOICE TOTAL: 4,899.00 *CHECK TOTAL: 4,899.00D003154 WEBERR ROBERT WEBER100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 01-410-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539426 WEX WEX BANK92340188 09/30/23 01 SEPT 2023 GASOLINE 01-210-56-00-5695 6,603.1102 SEPT 2023 GASOLINE 01-220-56-00-5695 864.82INVOICE TOTAL: 7,467.93 *CHECK TOTAL: 7,467.93539427 WILLEK KEEGAN WILLE09/10-09/25 09/28/23 01 UMPIRE 79-795-54-00-5462 160.00INVOICE TOTAL: 160.00 *CHECK TOTAL: 160.00D003155 WILLRETE ERIN WILLRETT100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 01-110-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00Page 28 of 31 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA01-112 SUNFLOWER ESTATES15-155 MOTOR FUEL TAX23-216 MUNICIPALBUILDING23-230 CITY-WIDE CAPITAL24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL25-225 PARK & REC CAPITAL42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT79-795 RECREATION DEPARTMENT82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 10/02/23TIME: 09:41:42UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 10/10/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539428 WINNINGE WINNINGER EXCAVATING INC.PAY ESTIMATE 1 09/27/23 01 ENGINEERS PAYMENT ESTIMATE 1 51-510-60-00-6025 259,339.5002 2023 WATER MAIN ** COMMENT **03 IMPROVEMENTS-CONTRACT B ** COMMENT **INVOICE TOTAL: 259,339.50 *CHECK TOTAL: 259,339.50D003156 WOLFB BRANDON WOLF100123 10/01/23 01 SEPT 2023 MOBILE EMAIL 79-790-54-00-5440 45.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 45.00 *DIRECT DEPOSIT TOTAL: 45.00539429 YOUNGM MARLYS J. YOUNG083123-UDO 09/20/23 01 08/31/23 UDO MEETING MINUTES 01-110-54-00-5462 85.00INVOICE TOTAL: 85.00 *090523-EDC 09/19/23 01 09/05/23 EDC MEETING MINUTES 01-110-54-00-5462 85.00INVOICE TOTAL: 85.00 *090723-PS 09/19/23 01 09/07/23 PUBLIC SAFETY MEETING 01-110-54-00-5462 85.0002 MINUTES ** COMMENT **INVOICE TOTAL: 85.00 *CHECK TOTAL: 255.00626,104.3829,095.00TOTAL CHECKS PAID:TOTAL ',5(&7DEPOSITS PAID:TOTAL AMOUNT PAID:655,199.38Page 29 of 31655,199.38 REGULAR OVERTIME TOTAL IMRF FICA TOTALSADMINISTRATION17,718.44 - 17,718.44 1,162.33 1,342.23 20,223.00 FINANCE13,543.26 - 13,543.26 888.44 1,033.72 15,465.42 POLICE135,401.56 2,400.36 137,801.92 462.39 10,493.11 148,757.42 COMMUNITY DEV.25,834.87 - 25,834.87 1,694.77 1,952.40 29,482.04 STREETS23,641.45 - 23,641.45 1,550.89 1,803.76 26,996.10 BUILDING & GROUNDS5,854.29 - 5,854.29 384.04 447.85 6,686.18 WATER19,938.83 320.03 20,258.86 1,328.99 1,534.49 23,122.34 SEWER10,026.47 97.53 10,124.00 664.12 774.45 11,562.57 PARKS32,087.78 181.11 32,268.89 1,957.24 2,462.68 36,688.81 RECREATION25,813.80 - 25,813.80 1,375.09 1,974.76 29,163.65 LIBRARY16,508.52 - 16,508.52 720.42 1,262.90 18,491.84 TOTALS326,369.27$ 2,999.03$ 329,368.30$ 12,188.72$ 25,082.35$ 366,639.37$ TOTAL PAYROLL 366,639.37$ UNITED CITY OF YORKVILLEPAYROLL SUMMARYSeptember 29, 2023Page 30 of 31366,639.37$ ACCOUNTS PAYABLE DATE City Check Register (Pages 1 - 29)10/10/2023 655,199.38$ SUB-TOTAL: 655,199.38$ Bi - Weekly (Page 30)09/29/2023 366,639.37$ SUB-TOTAL: 366,639.37$ TOTAL DISBURSEMENTS: 1,021,838.75$ UNITED CITY OF YORKVILLE BILL LIST SUMMARY Tuesday, October 10, 2023 PAYROLL Page 31 of 31 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 2023-58 Tax Levy Estimate City Council – October 10, 2023 CC – 9/26/23 A discussion took place at the 9/26/23 City Council meeting. CC 2023-58 Majority Approval Please see attached memo. Rob Fredrickson Finance Name Department Summary Approval of the 2023 tax levy estimate, for the purpose of publishing a public notice for an upcoming public hearing. All of the levy figures shown in this memo remain unchanged from what was presented at the September 26th Council meeting, except for the paragraphs pertaining to the City’s Police Pension Contributions on the second page. 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). The estimated tax levy for the City and Library operations (capped taxes or PTELL) is $5,073,005, as shown on Exhibit A. The City’s levy request totals $3,880,669 and includes increment generated from new construction only. The Library operations levy is set at the max rate of $0.15 per $100 of EAV; however, due to the property tax extension limitation law (PTELL), staff would expect the actual Library tax levy to be lower. 2017 Tax Levy (FY 19) thru 2022 Tax Levy (FY 24 - 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, the City 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 (2022 levy - currently being collected in FY 2024) as the City Council decided to increase the levy by estimated new construction ($177,747) only; and forfeit the inflationary increment of $177,756. As a result, most residents over the last six 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 the City. 2023 Tax Levy (FY 25 – next fiscal year) For this year’s levy, new construction EAV is currently estimated by Kendall County at $26,204,611, which would generate additional property tax proceeds of $133,617 for the City. As shown on Exhibit D, after two consecutive years of low inflation (levy years 2015-2016), CPI returned to more of a historical norm in 2017 of 2.1%. After holding right around 2.0% in levy years 2018 through 2020, CPI fell to 1.4% in 2021, before skyrocketing to 7.0% and 6.5% (capped at 5% - lessor of 5% or CPI) in 2022 and 2023; ostensibly the result of pent-up consumer demand stemming from the pandemic, the ongoing war in Ukraine and ubiquitous increases in the general price levels (i.e., inflation) throughout the economy. The Memorandum To: City Council From: Rob Fredrickson, Finance Director Date: October 4, 2023 Subject: 2023 Tax Levy Estimate inflationary portion of the levy equates to a projected increment of $186,659, for an estimated grand total of $320,276 in additional property taxes that could be levied by the City under PTELL. Based on the information presented above, it is the recommendation of staff that the City increase its levy only by the amount of incremental property taxes generated from new construction, which is currently estimated at $133,617 (as shown on Exhibit C), for a total levy of $3,866,788. While this will result in the City not levying approximately $186,659 (CPI portion) under PTELL (which means this amount will be forgone in subsequent levy years), staff believes that this is a balanced approach as it allows the City to marginally expand its tax base with minimal impact on homeowners. Depending on how the City Council decides to levy, either including incremental property taxes from both CPI and new construction (Exhibit B) or new construction only (Exhibit C), will result in the City’s portion of the levy either increasing by approximately 8.5% (Exhibit B) or 3.5% (Exhibit C). ** Updated ** The 2023 City contribution (i.e., actuarially determined funding policy contribution) to the Yorkville Police Pension Fund is $1,386,265 (Exhibit F – page 1), as calculated by the City’s actuary, MWM Consulting Group. This amount is calculated based on the assumption of a 100% funding level by the year 2040, pursuant to the City’s pension funding policy. This amount represents a nominal increase of $7,360 (0.5%) in comparison to the 2022 contribution amount of $1,378,837. For the 2023 valuation, MWM used revised assumptions regarding mortality, disability and retirement rates, based on actual data collected by the State from experience studies conducted between 2017 and 2020. These revised assumptions, which did result in a slight increase in the City’s contribution amount, were largely offset by the recent changes made to the City’s pension funding policy; whereby annual salary assumption were changed from a flat 5% to a variable rate between 11.0% and 3.5% (as approved by City Council on August 22nd). The current funding level of the Police Pension Fund is 53.85% (as calculated by dividing the market value of assets of $15,011,047 by the accrued liability of $27,875,658), which is slightly up from last year’s funding level of 53.56%; but significantly improved from the FYE 2020 funding level of 46.2%. Fiscal Year 2023 will be the last fiscal period in which Police Pension Fund investment decisions will be made by the local pension board. In November of 2022, all Pension Fund investments (excluding cash) were transferred to the Illinois Police Officers’ Pension Investment Fund (IPOPIF), pursuant to P.A. 101- 0610. This law provided for the mandatory consolidation of the investment assets of the State’s public safety pension funds into two aggregated funds: one for police officers (Article 3) and the other for firefighters (Article 4). However, the assets and liabilities of the Yorkville Police Pension Fund remain under the ownership of the local pension board, as Fund assets will be combined for investment purposes only. The consolidation of the investment assets of all Article 3 downstate and suburban police pension plans into one statewide investment asset pool created a single trust fund with over $9.0 billion in assets as of April 30, 2023. After an unprecedented rate of return for the FYE 2021 of +28.0%, the Fund yielded a negative 4.9% (the Fund benchmark is +7.0%) in FY 2022– as a result of equity market volatility and a low interest rate environment. The FY 2023 rate of return was marginally better than the year prior, finishing at a +0.6%, as shown on the Historical Rate of Return chart on page 4 of the actuarial valuation (Exhibit F). One of the primary drivers behind the State deciding to consolidate the Downstate pension funds into one “super” fund (i.e., IPOPIF), was the expectation that this new consolidated fund would yield rates of return similar to that of the Illinois Municipal Retirement Fund (IMRF); which has typically yielded annual rates of +7% or greater. The efficacy of the new consolidated fund remains to be seen, as the Yorkville Police Pension Fund enters its first full fiscal year in which all investment decisions will be made by IPOPIF. Looking back at the last seven 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 2022 Library Operations tax rate was capped at $0.130 per $100 of EAV, resulting in a property tax extension of $905,786 (excludes revenue recapture) for library operations. This was an increase of $86,005 (10.5%) over the 2021 levy extended amount of $819,781 (excludes revenue recapture). For the 2023 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 $983,517. This amount includes both CPI ($45,289) and new construction ($32,441) increments. Based on current EAV figures, the library operations tax rate is estimated to be at $0.124 per $100 of EAV (max amount is $0.15 per $100 EAV) for the 2023 levy year, which is an increase of 8.6% ($77,731) over the 2022 extension. The levy amount for the Library is expected to be formally approved by the Board at their upcoming October 9th meeting. In addition, the Fiscal Year 2024 (2022 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 2022 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 $4,170 and $2,016, respectively. As in past levy years, all City debt service amounts are expected to be fully abated for the 2023 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 lists the City and the Library as two distinct itemized charges. Assuming the City levies for the new construction increment only (Exhibit C), the City’s (capped and uncapped) estimated levy extension is projected to increase by 3.5% for the 2023 levy year (payable in 2024). The Library (capped and uncapped) levy is projected to be 4.1% higher (Exhibit B) than the 2022 levy year extension (payable currently in 2023). Overall EAV for the City is currently estimated at $794.9 million, which is a $99.8 million (14.4%) increase over the prior year’s amount of $695.0 million. Approximately 26% of this increase is attributable to new construction, which is currently estimated at $26.2 million. When adjusting for new construction, EAV of existing property is projected to increase by ~10.6%; however, this inflationary increase in EAV should be assuaged by a similar reduction in the City’s estimated property tax rate which is currently expected to decline by 9.5%, from $0.54 per $100 of EAV to $0.49 per $100 of EAV. Based on the information presented above, the amount that each property owner pays to the City and the Library should be approximately the same as the prior year’s tax bill, assuming that their individual property’s EAV increases at a rate similar to overall EAV, adjusted for new construction. Recommendation The preliminary staff recommendations for aggregate levy amounts are below. City Tax Levy 2022 Levy Extension 2023 Maximum Levy (Estimate) 2023 Levy Recommended Amount City Levy (Capped) $3,733,172 $4,053,447 $3,880,669 City Bonds/Revenue Recapture(Uncapped) $4,170 N / A N / A Totals $3,737,342 $4,053,447 $3,880,669 Library Tax Levy 2022 Levy Extension 2023 Maximum Levy (Estimate) 2023 Levy Recommended Amount Library Operations (Capped) $905,786 $1,192,336 $1,192,336 Library Bonds/Revenue Recapture(Uncapped) $868,810 $864,000 $864,000 Totals $1,774,596 $2,056,336 $2,056,336 In regards 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 ($26,204,611) by approximately 10% ($28,825,072); which would increase projected new construction incremental property tax amounts by $13,881, from $133,617 to $147,498. 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 $316,105 in additional property tax proceeds. Exhibit C shows the new construction increment only, for both the City ($129,446) and Library ($27,632); hence foregoing the CPI increments of $186,659 (City) and $45,289 (Library), respectively, in subsequent levy years. Furthermore, staff recommends that the City instruct the County Clerk to levy separately once again for the City and the Library, so that both entities are held to the same rules when it comes to growth. A tentative timeline for the 2023 tax levy process is presented below: x September 20th (Administration Committee) - Preliminary Tax Levy Estimate - informational x September 26th (City Council) - Preliminary Tax Levy Estimate - informational x October 10th and/or 24th (City Council) - Tax Levy Estimate review and approval o Tax Levy Estimate must be adopted 20 days prior to City Council approval of levy x November 14th (City Council) – Tax Levy Public Hearing o Public Hearing Notice will be published on November 3rd o Per State Statute, the Public Hearing Notice must be published in a local paper between 14 and 7 days prior to the public hearing date x November 28th or December 12th (City Council) - Approval of the Tax Levy Ordinance o Must be filed with Kendall County before the last Tuesday in December (December 26th) 2021 Rate Setting EAV% Change over Prior Yr EAV2022 Rate Setting EAV% Change over Prior Yr EAV2023Estimated EAV% Change over Prior Yr EAV$ ChangeFarm 3,524,082$ 4.88% Farm 3,936,704$ 11.71% Farm 4,163,860$ 5.77% 227,156$ Residential 524,668,429 8.40% Residential 594,475,190 13.30% Residential 687,742,410 15.69% 93,267,220 Commercial 79,815,145 0.21% Commercial 80,620,321 1.01% Commercial 86,335,951 7.09% 5,715,630 Industrial 15,512,284 -0.48% Industrial 15,925,318 2.66% Industrial 16,557,914 3.97% 632,596 State Railroad 77,628 2.33% State Railroad 90,328 16.36% State Railroad 90,328 0.00% -Total 623,597,568$ 7.02% Total 695,047,861$ 11.46% Total 794,890,463$ 14.36% 99,842,602$ 2021 2021 2021 2022 2022 2022 2023 2023 % Change over $ Change overRateLevy RequestLevy ExtensionRateLevy RequestLevy ExtensionRateLevy RequestPrior Yr Ext.Prior Yr Ext.Corporate 0.15791 984,681$ 984,723$ 0.14168 984,723$ 984,744$ 0.12388 984,744$ 0.00% 0$ Bonds & Interest 0.00000 - - 0.00000 - - 0.00000 - --IMRF Pension 0.00000 - - 0.00000 - - 0.00000 - --Police Protection 0.15963 995,406 995,449 0.16249 1,129,316 1,129,383 0.15973 1,269,660 12.42% 140,277 Police Pension 0.21405 1,334,771 1,334,811 0.19839 1,378,837 1,378,905 0.17440 1,386,265 0.53% 7,360 Audit 0.00482 30,000 30,057 0.00432 30,000 30,026 0.00377 30,000 -0.09% (26)Liability Insurance0.00642 40,000 40,035 0.00576 40,000 40,035 0.00503 40,000 -0.09% (35)Social Security 0.02406 150,000 150,038 0.02159 150,000 150,061 0.01887 150,000 -0.04% (61)School Crossing Guard0.00321 20,000 20,017 0.00288 20,000 20,017 0.00252 20,000 -0.09% (17) Unemployment Insurance 0.00000 - - 0.00000 - - 0.00000 - 0.00% -Revenue Recapture 0.00090 - 5,612 0.00060 - 4,170 0.00000 - - (4,170)Subtotal City 0.57100 3,554,858$ 3,560,742$ 0.53771 3,732,876$ 3,737,342$ 0.48820 3,880,669$ 3.84% 143,327 Library Operations 0.13146 934,994$ 819,781$ 0.13032 1,041,921$ 905,786$ 0.15000 1,192,336$ 31.64% 286,549$ Library Bonds & Interest 0.13588 847,313 847,344 0.12471 866,750 866,794 0.10869 864,000 -0.32% (2,794)Revenue Recapture 0.00043 - 2,681 0.00029 - 2,016 0.00000 - - (2,016)Subtotal Library 0.26777 1,782,307$ 1,669,807$ 0.25532 1,908,671$ 1,774,596$ 0.25869 2,056,336$ 15.88% 281,739 Total City (PTELL & Non-PTELL) 0.83877 5,337,165$ 5,230,549$ 0.79303 5,641,547$ 5,511,938$ 0.74690 5,937,005$ 7.71% 425,067$ less Bonds & Interest / Rev Recapture 0.13721 847,313 855,638 0.12560 866,750 872,980 0.10869 864,000 -1.03% (8,980)P-TELL Totals 0.70156 4,489,852$ 4,374,911$ 0.66743 4,774,797$ 4,638,958$ 0.63820 5,073,005$ 9.36% 434,047$ 2023 Tax Levy - Public Hearing** (Based on new construction EAV estimate of $28,825,072) **(Limiting Rate Applied to City)1Exhibit A 2023 % Change over $ Change over2021 Requested2021 Extended2022 Requested2022 ExtendedLevy RequestPrior Yr Ext.Prior Yr Ext.City 2,220,087$ 2,225,932$ City 2,354,039$ 2,358,436$ City 2,494,404$ 5.77% 135,968$ Library 934,994 822,463 Library 1,041,921 907,802 Library 1,192,336 31.34% 284,534 Police Pension 1,334,771 1,334,811 Police Pension 1,378,837 1,378,905 Police Pension 1,386,265 0.53% 7,360 City Debt Service - - City Debt Service - - City Debt Service - - -Library Debt Service847,313 847,344 Library Debt Service866,750 866,794 Library Debt Service864,000 -0.32%(2,794) Total 5,337,165$ 5,230,549$ Total 5,641,547$ 5,511,938$ Total 5,937,005$ 7.71% 425,067$ less B&I / Rev Recapture847,313 855,638 less B&I / Rev Recapture866,750 872,980 less B&I / Rev Recapture864,000 -1.03%(8,980) PTELL Subtotal 4,489,852$ 4,374,911$ PTELL Subtotal 4,774,797$ 4,638,958$ PTELL Subtotal 5,073,005$ 9.36% 434,047$ City (excluding D/S & Rev Rec)3,554,858$ 3,555,130$City (excluding D/S & Rev Rec)3,732,876$ 3,733,172$ City (excluding D/S & Rev Rec)3,880,669$3.95%147,497$Lib (excluding D/S & Rev Rec)934,994 819,781Lib (excluding D/S & Rev Rec)1,041,921 905,786Lib (excluding D/S & Rev Rec)1,192,33631.64%286,549(Limiting Rate Applied to City)2023 Tax Levy - Public Hearing2Exhibit A - continued 2021 Rate Setting EAV% Change over Prior Yr EAV2022 Rate Setting EAV% Change over Prior Yr EAV2023Estimated EAV% Change over Prior Yr EAV$ ChangeFarm 3,524,082$ 4.88% Farm 3,936,704$ 11.71% Farm 4,163,860$ 5.77% 227,156$ Residential 524,668,429 8.40% Residential 594,475,190 13.30% Residential 687,742,410 15.69% 93,267,220 Commercial 79,815,145 0.21% Commercial 80,620,321 1.01% Commercial 86,335,951 7.09% 5,715,630 Industrial 15,512,284 -0.48% Industrial 15,925,318 2.66% Industrial 16,557,914 3.97% 632,596 State Railroad 77,628 2.33% State Railroad 90,328 16.36% State Railroad 90,328 0.00% -Total 623,597,568$ 7.02% Total 695,047,861$ 11.46% Total 794,890,463$ 14.36% 99,842,602$ 2021 2021 2021 2022 2022 2022 2023 2023 % Change over $ Change overRateLevy RequestLevy ExtensionRateLevy RequestLevy ExtensionRateLevy RequestPrior Yr Ext.Prior Yr Ext.Corporate 0.15791 984,681$ 984,723$ 0.14168 984,723$ 984,744$ 0.12388 984,744$ 0.00% 0$ Bonds & Interest 0.00000 - - 0.00000 - - 0.00000 - --IMRF Pension 0.00000 - - 0.00000 - - 0.00000 - --Police Protection 0.15963 995,406 995,449 0.16249 1,129,316 1,129,383 0.18146 1,442,438 27.72% 313,055 Police Pension 0.21405 1,334,771 1,334,811 0.19839 1,378,837 1,378,905 0.17440 1,386,265 0.53% 7,360 Audit 0.00482 30,000 30,057 0.00432 30,000 30,026 0.00377 30,000 -0.09% (26)Liability Insurance0.00642 40,000 40,035 0.00576 40,000 40,035 0.00503 40,000 -0.09% (35)Social Security 0.02406 150,000 150,038 0.02159 150,000 150,061 0.01887 150,000 -0.04% (61)School Crossing Guard0.00321 20,000 20,017 0.00288 20,000 20,017 0.00252 20,000 -0.09% (17) Unemployment Insurance 0.00000 - - 0.00000 - - 0.00000 - 0.00% -Revenue Recapture 0.00090 - 5,612 0.00060 - 4,170 0.00000 - - (4,170)Subtotal City 0.57100 3,554,858$ 3,560,742$ 0.53771 3,732,876$ 3,737,342$ 0.50994 4,053,447$ 8.46% 316,105 Library Operations 0.13146 934,994$ 819,781$ 0.13032 1,041,921$ 905,786$ 0.12373 983,517$ 8.58% 77,731$ Library Bonds & Interest 0.13588 847,313 847,344 0.12471 866,750 866,794 0.10869 864,000 -0.32% (2,794)Revenue Recapture 0.00043 - 2,681 0.00029 - 2,016 0.00000 - - (2,016)Subtotal Library 0.26777 1,782,307$ 1,669,807$ 0.25532 1,908,671$ 1,774,596$ 0.23242 1,847,517$ 4.11% 72,921 Total City (PTELL & Non-PTELL) 0.83877 5,337,165$ 5,230,549$ 0.79303 5,641,547$ 5,511,938$ 0.74236 5,900,964$ 7.06% 389,026$ less Bonds & Interest / Rev Recapture 0.13721 847,313 855,638 0.12560 866,750 872,980 0.10869 864,000 -1.03% (8,980)P-TELL Totals 0.70156 4,489,852$ 4,374,911$ 0.66743 4,774,797$ 4,638,958$ 0.63367 5,036,964$ 8.58% 398,006$ 2023 Tax Levy - Estimated CPI and New Construction Increments** (Based on original new construction EAV estimate of $26,204,611 as of August 11, 2023) **(Limiting Rate Applied to City & Library)1Exhibit B 2023 % Change over $ Change over2021 Requested2021 Extended2022 Requested2022 ExtendedLevy RequestPrior Yr Ext.Prior Yr Ext.City 2,220,087$ 2,225,932$ City 2,354,039$ 2,358,436$ City 2,667,182$ 13.09% 308,746$ Library 934,994 822,463 Library 1,041,921 907,802 Library 983,517 8.34% 75,715 Police Pension 1,334,771 1,334,811 Police Pension 1,378,837 1,378,905 Police Pension 1,386,265 0.53% 7,360 City Debt Service - - City Debt Service - - City Debt Service - - -Library Debt Service847,313 847,344 Library Debt Service866,750 866,794 Library Debt Service864,000 -0.32%(2,794) Total 5,337,165$ 5,230,549$ Total 5,641,547$ 5,511,938$ Total 5,900,964$ 7.06% 389,026$ less B&I / Rev Recapture847,313 855,638 less B&I / Rev Recapture866,750 872,980 less B&I / Rev Recapture864,000 -1.03%(8,980) PTELL Subtotal 4,489,852$ 4,374,911$ PTELL Subtotal 4,774,797$ 4,638,958$ PTELL Subtotal 5,036,964$ 8.58% 398,006$ City (excluding D/S & Rev Rec)3,554,858$ 3,555,130$City (excluding D/S & Rev Rec)3,732,876$ 3,733,172$ City (excluding D/S & Rev Rec)4,053,447$8.58%320,275$Lib (excluding D/S & Rev Rec)934,994 819,781Lib (excluding D/S & Rev Rec)1,041,921 905,786Lib (excluding D/S & Rev Rec)983,5178.58%77,7312023 Tax Levy - Estimated CPI and New Construction Increments(Limiting Rate Applied to City & Library)2Exhibit B - continued 2021 Rate Setting EAV% Change over Prior Yr EAV2022 Rate Setting EAV% Change over Prior Yr EAV2023 Estimated EAV% Change over Prior Yr EAV$ ChangeFarm 3,524,082$ 4.88% Farm 3,936,704$ 11.71% Farm 4,163,860$ 5.77% 227,156$ Residential 524,668,429 8.40% Residential 594,475,190 13.30% Residential 687,742,410 15.69% 93,267,220 Commercial 79,815,145 0.21% Commercial 80,620,321 1.01% Commercial 86,335,951 7.09% 5,715,630 Industrial 15,512,284 -0.48% Industrial 15,925,318 2.66% Industrial 16,557,914 3.97% 632,596 State Railroad 77,628 2.33% State Railroad 90,328 16.36% State Railroad 90,328 0.00% - Total 623,597,568$ 7.02% Total 695,047,861$ 11.46% Total 794,890,463$ 14.36% 99,842,602$ 2021 2021 2021 2022 2022 2022 2023 2023 % Change over $ Change overRateLevy RequestLevy ExtensionRateLevy RequestLevy ExtensionRateLevy RequestPrior Yr Ext.Prior Yr Ext.Corporate 0.15791 984,681$ 984,723$ 0.14168 984,723$ 984,744$ 0.12388 984,744$ 0.00% 0$ Bonds & Interest 0.00000 - - 0.00000 - - 0.00000 - - - IMRF Pension 0.00000 - - 0.00000 - - 0.00000 - - - Police Protection 0.15963 995,406 995,449 0.16249 1,129,316 1,129,383 0.15798 1,255,779 11.19% 126,396 Police Pension 0.21405 1,334,771 1,334,811 0.19839 1,378,837 1,378,905 0.17440 1,386,265 0.53% 7,360 Audit 0.00482 30,000 30,057 0.00432 30,000 30,026 0.00377 30,000 -0.09% (26) Liability Insurance0.00642 40,000 40,035 0.00576 40,000 40,035 0.00503 40,000 -0.09% (35) Social Security 0.02406 150,000 150,038 0.02159 150,000 150,061 0.01887 150,000 -0.04% (61) School Crossing Guard0.00321 20,000 20,017 0.00288 20,000 20,017 0.00252 20,000 -0.09% (17) Unemployment Insurance 0.00000 - - 0.00000 - - 0.00000 - 0.00% - Revenue Recapture 0.00090 - 5,612 0.00060 - 4,170 0.00000 - - (4,170) Subtotal City 0.57100 3,554,858$ 3,560,742$ 0.53771 3,732,876$ 3,737,342$ 0.48646 3,866,788$ 3.46% 129,446 Library Operations 0.13146 934,994$ 819,781$ 0.13032 1,041,921$ 905,786$ 0.11803 938,228$ 3.58% 32,442$ Library Bonds & Interest 0.13588 847,313 847,344 0.12471 866,750 866,794 0.10869 864,000 -0.32% (2,794) Revenue Recapture 0.00043 - 2,681 0.00029 - 2,016 0.00000 - - (2,016) Subtotal Library 0.26777 1,782,307$ 1,669,807$ 0.25532 1,908,671$ 1,774,596$ 0.22673 1,802,228$ 1.56% 27,632 Total City (PTELL & Non-PTELL) 0.83877 5,337,165$ 5,230,549$ 0.79303 5,641,547$ 5,511,938$ 0.71318 5,669,016$ 2.85% 157,078$ less Bonds & Interest / Rev Recapture 0.13721 847,313 855,638 0.12560 866,750 872,980 0.10869 864,000 -1.03% (8,980) P-TELL Totals 0.70156 4,489,852$ 4,374,911$ 0.66743 4,774,797$ 4,638,958$ 0.60449 4,805,016$ 3.58% 166,058$ 2023 Tax Levy - Estimated New Construction Increment Only** (Based on original new construction EAV estimate of $26,204,611 as of August 11, 2023) **(Limiting Rate Applied to City & Library)1Exhibit C 2023 % Change over $ Change over2021 Requested2021 Extended2022 Requested2022 ExtendedLevy RequestPrior Yr Ext.Prior Yr Ext.City 2,220,087$ 2,225,932$ City 2,354,039$ 2,358,436$ City 2,480,523$ 5.18% 122,087$ Library 934,994 822,463 Library 1,041,921 907,802 Library 938,228 3.35% 30,426 Police Pension 1,334,771 1,334,811 Police Pension 1,378,837 1,378,905 Police Pension 1,386,265 0.53% 7,360 City Debt Service - - City Debt Service - - City Debt Service - - -Library Debt Service847,313 847,344 Library Debt Service866,750 866,794 Library Debt Service864,000 -0.32%(2,794) Total 5,337,165$ 5,230,549$ Total 5,641,547$ 5,511,938$ Total 5,669,016$ 2.85% 157,078$ less B&I / Rev Recapture847,313 855,638 less B&I / Rev Recapture866,750 872,980 less B&I / Rev Recapture864,000 -1.03%(8,980) PTELL Subtotal 4,489,852$ 4,374,911$ PTELL Subtotal 4,774,797$ 4,638,958$ PTELL Subtotal 4,805,016$ 3.58% 166,058$ City (excluding D/S & Rev Rec)3,554,858$ 3,555,130$City (excluding D/S & Rev Rec)3,732,876$ 3,733,172$ City (excluding D/S & Rev Rec)3,866,788$3.58%133,616$Lib (excluding D/S & Rev Rec)934,994 819,781Lib (excluding D/S & Rev Rec)1,041,921 905,786Lib (excluding D/S & Rev Rec)938,2283.58%32,442(Limiting Rate Applied to City & Library)2023 Tax Levy - Estimated New Construction Increment Only2Exhibit C - continued ) ") ) B\\Cc DKU\AAc B\\Hc CLC\AAc C\\Kc CLO ZAAc B\\Lc BL\ VAAc D\\Oc COKQAAc C\\Tc BQZ\TAc D\\Uc BTC KAAc C\\[c BTK\AAc C\\\c BTZ+KAAc HA@Ac BULAAAc HAADc BUTUAAc HAAHc BZA\AAc HAAKc CZLKAAc HAANc B\AKAAc HAAOc C\T!ZAAc HAATc HAB6ZAAc HAAUc HDA"AKTc HAAZc HBA%HH[c HAA\c HDQ(\L\c HABAc HC\*CV\c HACCc HHQ+TUHc HABHc HH\TACc HADKc HKKAM\c HABNc HKLZCHc HADQc HKT.QHQc HAGTc HNBLKHc HADUc HLTQHMc HAC[c HQB;HIIc HAC\c HQT$\UMc HAHAc HTALYLc HAHCc HUZ2ZAHc HAHHc H\T3V\Vc )%))'&) #())!)"))$) ) AB>CH?HAHIc )) ) &%#))#) ) ) )$#)&()) H\c H \c B\\Kc HUc HUc Qcc ^abc]``_c B\\Mc HWc HXc B\\Pc H$Qc HOc B\\Tc ITc ITc E\\Vc B4Qc D5Qc C\\Zc BTc CTc B\\\c HUc HUc HAAAc IMc KLc HAABc CTc DTc HAAHc H Lc HMc HAAIc D\c D\c HAALc IJc I Kc HAAQc K1Mc KMc HAATc H7Qc H8Qc HAAVc M#AZc M$Bc HAAZc A&Bc A'Bc HAA\c HUc H)Uc HACAc C9Qc CQc HABBc K Ac KAc HADHc C Yc B:Uc HACKc DQc F,Qc HACLc AZc A-[c HACQc AUc A,Uc HACTc HCc HCc HACVc HCc H,Cc HACZc D<\c B/\c HAB\c H0Kc H1Kc HAHAc BLc BLc HAHCc UAc O!Ac HAHHc T=Qc SAc HAHIc !#) '#) ) C\\Lc C\\Qc C\\Tc D\\Uc C\\[c C\\\c HAAAc HAABc HAAHc HAAKc HAALc HAAOc HAATc HAAUc HAA[c HAA\c HACAc HACCc HABHc HACKc HABLc HACRc HABTc HADUc HACZc HAD\c HAHAc HAHBc HAHHc HAHKc HAHLc ]0)c(IST`bYc2 AB>HKc0bINTEDcBYcTHEcAUTH`bITYc`^cTHEc3TATEc`^c)LLIN`IScʹcWEBc`NLYcBcC`PY Exhibit D 1Exhibit E 2Exhibit E - continued Actuarial Valuation City of Yorkville Yorkville Police Pension Fund As of May 1, 2023 For the Year Ending April 30, 2024 Exhibit F 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, 2023...................................................................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 5/1/2023 as of 5/1/2022 Contribution Required To Prevent Negative Funding $1,255,842 (41.6%) $1,284,735 (47.7%) Actuarially Determined Funding Policy Contribution $1,386,265 (46.0%) $1,378,837 (51.2%) Statutory Minimum Contribution per 40 ILCS 5/3 Section 125 $1,133,770 (37.6%) $1,149,676 (42.7%) Current Prior Year Item Valuation Valuation as of 5/1/2023 as of 5/1/2022 Accrued Liability $ 26,818,436 $ 25,956,590 Market Value of Assets $ 15,011,047 $ 14,483,325 Actuarial (Smoothed) Value of Assets $ 16,068,738 $ 14,824,872 Normal Cost (employer) $ 428,947 $ 437,114 Amortization Amount $ 611,094 $ 619,881 Statutory Minimum Contribution $ 1,133,770 $ 1,149,676 MWM Consulting Group was retained to prepare an actuarial valuation as of May 1, 2023 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, 2024 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, 2023 Actuarially Determined Funding Policy $1,386,265 (46.0%)$1,378,837 (51.2%)Contribution 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 $ 16,068,738 $ 381,712 $ 894,306 $ 1,386,265 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 17 years. Current Valuation as of 5/1/2023 $ 27,875,658 $ 15,011,047 Prior Year Valuation as of 5/1/2022 $ 27,041,961 $ 14,483,325 $ 14,824,872 $ 383,969 $ 887,195 $ 1,378,837 $ 855,196 $ 1,255,842 $ 1,284,735 53.56% $ 1,123,199 $ 1,120,356 $ 27,875,658 $ 27,041,961 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. $ 15,011,047 $ 14,483,325 $ 16,068,738 $ 14,824,872 $ 381,712 $ 383,969 $ 826,484 AMOUNT REQUIRED TO AVOID NEGATIVE FUNDING Item Current Prior Year Valuation Valuation as of 5/1/2023 as of 5/1/2022 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. $ 298,939 $ 267,024 $ 1,386,265 $ 1,378,837 5/1/2023 Valuation 5/1/2022 Valuation 141% 90% 53.85% Page 2 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2023 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 3 15 12 2 14 Non-Vested 0 18 18 0 16 16 Total Active 12 21 33 12 18 30 Terminated entitled to future benefits 4 4 8 4 5 9 Retired 13 0 13 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 292554292352 0.64 0.65 5/1/2023 Valuation 5/1/2022 Valuation 4.98 5.38 9.24 10.04 as of 5/1/2022as of 5/1/2023 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 5.08% 4.54% 0.57 0.59 1.57 1.36 Current Year Page 3 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2023 Gain and Loss Analysis For the year ending 4/30/2023, the fund experienced an investment loss of $946,229 on a Market Value basis as the actual investment return was below the 7.00% assumption. In addition, there was an experience loss on the Actuarial Accrued Liability of $148,948 as the actual liability at 5/1/2023 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). The mortality table was updated from the PubS-2010 base rates projected to the valuation date with scale MP2021 to the 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, and adjusted by a factor of 1.08 for disabled male retirees. Projected salary increases, retirement, withdrawal, and disability rates have been updated to reflect the rates recommended from the recent actuarial experience study completed for the Illinois Police Officers' Pension Investment Fund. 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 4/30/2023 The approximate 0.57% return (not time weighted) on net assets was below the actuarial assumption of 7.00% in effect for the 2022/2023 year. 8.02% -1.13% 28.01% -4.91%0.57% 7.00% -10.00% 0.00% 10.00% 20.00% 30.00% 2019 2020 2021 2022 2023 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, 2023 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% 2019 2020 2021 2022 2023 Funded Percentages Funded Ratios - Market Assets Funded Ratios - Smoothed Assets Page 5 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2023 Item 5/1/2023 Valuation Low-Default-Risk Obligation $ 39,713,807 Actuarial Accrued Liability $ 27,875,658 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, 2023 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, 2023 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, 2023 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, 2023 10/2/2023 Exhibit 1 - Statement of Market Value of Assets 4/30/2023 4/30/2022 1. Investments at Fair Value : a. Cash and Cash Equivalents $ 0 $ 0 b. Money Market Mutual Funds 1,998,122 831,633 c. Municipal and Corporate Bonds 0 946,136 d. Certificates of Deposit 0 0 e. US Government and Agency Bonds 0 3,672,333 f. Common and Preferred Stocks 0 1,979,234 g. Mutual Funds 0 7,030,058 h. Pooled Investment Accounts 13,010,562 0 i. Accrued Interest and Receivables 0 21,375 j. Other 2,363 2,556 k. Subtotal Assets (a + b + c + d + e + f + g + h + i + j) $ 15,011,047 $ 14,483,325 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) $ 15,011,047 $ 14,483,325 Item Plan Year Ending SECTION 3 - FINANCIAL AND ACTUARIAL EXHIBITS Page 9 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2023 4/30/2023 4/30/2022 Additions Contributions Employer $ 1,334,771 $ 1,334,771 Plan Member 381,767 278,502 Other 0 0 Total Contributions $ 1,716,538 $ 1,613,273 Investment Income Realized and Unrealized Gains/(Losses) $ (300,567) $ (835,454) Interest 76,847 83,087 Dividends 81,607 71,875 Income from Investment Pools 259,113 0 Other Income 0 4,687 Investment Expenses (33,837) (55,339) Net Investment Income 83,163 (731,144) Total additions $ 1,799,701 $ 882,129 Deductions Benefits $ 981,342 $ 952,091 Refunds and Transfers 263,705 3,709 Administrative Expenses 26,932 19,334 Total deductions $ 1,271,979 $ 975,134 Total increase (decrease) $ 527,722 $ (93,005) Net Market Value of Assets Available for Benefits: Beginning of year $ 14,483,325 $ 14,576,330 End of year $ 15,011,047 $ 14,483,325 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, 2023 1. Expected Return on Assets a. Market Value of Assets as of Beginning of Year 14,483,325$ b. Income and Disbursements During the year i. Contributions Received (weighted 50%) 858,269$ ii. Benefit Payments and Expenses (weighted 50%) 635,990 iii. Weighted net income (other than investment income) (i) – (ii) 222,279 c. Market Value adjusted for income and disbursements 14,705,604$ d. Expected Return on Assets at assumed rate of 7.00% 1,029,392$ 2. Actual Return on Assets for year a. Market Value of Assets (Beginning of Year) 14,483,325$ b. Income (less investment income) 1,716,538 c. Disbursements 1,271,979 d. Market Value of Assets (End of Year) 15,011,047 e. Actual Return on Assets (d) – (a) – (b) + (c) 83,163 f. Investment Gain/(Loss) for year: 2(e) - 1(d) (946,229)$ 3. Actuarial Value of Assets a. Market Value of Assets as of End of Year 15,011,047$ b. Deferred Investment gains/(losses) i. 80% of 2023 loss of $(946,229) 756,983 ii. 60% of 2022 loss of $(1,773,822) 1,064,293 iii. 40% of 2021 gain of $2,343,866 (937,546) iv. 20% of 2020 loss of $(869,806) 173,961 v. Total 1,057,691 c. Actuarial Value of Assets for statutory funding 3(a) + 3(b)(v) 16,068,738$ 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, 2023 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 $18,000,000 2019 2020 2021 2022 2023 Smoothed vs Market Assets Market Value of Assets Actuarial (Smoothed) Value of Assets Page 11 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2023 Present Value of Benefits as of 5/1/2023 Projected Unit Credit (PUC) Normal Cost as of 5/1/2023 PUC Actuarial Accrued Liability as of 5/1/2023 1. Active Officers: a) Normal & Early Retirement 14,405,970$ 548,117$ 7,274,152$ b) Vested Withdrawal 1,068,526 68,451 654,346 c) Pre-Retirement Death 166,018 9,870 92,516 d) Disability 1,690,833 101,448 886,351 e) Total Active Police Officers 17,331,347$ 727,886$ 8,907,365$ 2. Inactive Police Officers and Survivors: a) Normal Retirees 16,591,034$ 16,591,034$ b) Widows (survivors) 0 0 c) Deferred Vested 1,320,037 1,320,037 d) Disabled 0 0 e) Total - Nonactive 17,911,071$ 17,911,071$ 3. Total – All 35,242,418$ 26,818,436$ Amount 3,016,544$ 428,947 298,939 26,818,436 24,136,592 16,068,738 8,067,854 611,094 93,729 $1,133,770 (37.6%) *() amount as a percent of payroll 10. Minimum statutory tax levy contribution per 40 ILCS 5/3 – (2) + (8) + (9) Under 40 ILCS 5/3,the statutory minimum required contribution is to be determined based upon the Projected Unit Credit actuarial funding method, where the unfunded liability is amortized such that 90% of the liability will be funded as of 2040. Under the statute, 90% of the unfunded liability is to be amortized as a level percentage of payroll over the period through 2040. The mandated funding method, the Projected Unit Credit funding method, requires the annual cost of the plan to be developed in two parts: that attributable to benefits allocated to the current year (the normal cost); and that allocated to benefits attributable to prior service (the accrued liability). In accordance with legislation enacted in 2020, the statutory minimum contribution for tax levy purposes as calculated and provided by the Pension Board will be the absolute minimum contribution amount. The calculation below is provided based upon the statutory requirements for the minimum and the assumptions summarized in Section 5 of this report. Funding Elements for 40 ILCS 5/3 Minimum Statutory Contribution under 40 ILCS 5/3 Item 1. Annual Payroll 2. Normal Cost (net of employee/member contributions) 3. Employee Contributions (expected) 4. Funding Actuarial Liability 5. 90% of Funding Actuarial Liability Exhibit 4 - Determination of the Statutory Minimum Required Contribution 6. Actuarial Value of Assets (Exhibit 3) 7. Unfunded Actuarial Balance 8. Amortization of Unfunded Balance over 17 years as a level percentage of payroll 9. Interest on (2), (3) and (8) Page 12 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2023 Present Value of Benefits as of 5/1/2023 Entry Age Normal Cost as of 5/1/2023 Entry Age Accrued Liability as of 5/1/2023 1. Active Officers: a) Normal & Early Retirement 14,405,970$ 502,898$ 9,010,263$ b) Vested Withdrawal 1,068,526 66,153 329,201 c) Pre-Retirement Death 166,018 9,633 60,017 d) Disability 1,690,833 101,967 565,106 e) Total Active Police Officers 17,331,347$ 680,651$ 9,964,587$ 2. Inactive Police Officers and Survivors: a) Normal Retirees 16,591,034$ 16,591,034$ b) Widows (survivors) 0 0 c) Deferred Vested 1,320,037 1,320,037 d) Disabled 0 0 e) Total - Nonactive 17,911,071$ 17,911,071$ 3. Total – All 35,242,418$ 27,875,658$ Amount 381,712$ 298,939 27,875,658 27,875,658 16,068,738 11,806,920 894,306 110,247 $1,386,265 (46.0%) Amount 381,712$ 298,939 27,875,658 16,068,738 11,806,920 826,484 47,646 $1,255,842 (41.6%) 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 17 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 17 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, 2023 Tier 1 Tier 2 Total 12 3 15 0 18 18 12 21 33 448 13 0 13 000 000 0 0 0 29 25 54 0 - 4 5 - 9 10 - 14 15 - 19 20 - 24 25 - 29 30 - 34 35 - 39 40+ Under 20 0 20 - 24 2 2 25 - 29 5 5 30 - 34 621 9 35 - 39 114 6 40 - 44 113 5 45 - 49 122 5 50 - 54 1 1 55 - 59 0 60 - 64 0 65 & Over 0 Total 153492000033 Average Length of Service: Participant Data Exhibit 7 - Summary of Participant Data as of May 1, 2023 36.7 years 9.5 years Active Employee Participants AGE AND SERVICE DISTRIBUTION AS OF MAY 1, 2023 Average Age: Age Group Service Total Item As of 5/1/2023 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, 2023 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 2023 is $134,071. 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, 2023 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, 2023 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 Marriage after Retirement (3-120) No surviving spouse benefit available. 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, 2023 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, 2023 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 .SeeEntry 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, 2023 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, 2023 Withdrawal 0 13.00% 0 13.00% 54.50% 54.50% 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 17 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, 2023 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 4.77%. 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, 2023. Actuarial Cost Method Entry Age Normal Cost Method Page 22 City of Yorkville Police Pension Fund Actuarial Valuation as of May 1, 2023 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/gov_officials.php 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: Additional packet material can be found at: https://www.yorkville.il.us/Archive.aspx?ADID=5353 Reviewed By: Legal Finance Engineer City Administrator Purchasing Manager Community Development Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #2 Tracking Number PZC 2023-02 & EDC 2023-22 Bristol Ridge Solar Farm 105 City Council – October 10, 2023 CC – 7/25/23 There was a lack of motion therefore no vote took place. PZC 2023-02 & EDC 2023-22 Majority Approval Please see the attached memo. Krysti J. Barksdale-Noble, AICP Community Development Name Department SUMMARY: The applicant, Turning Point Energy, LLC, is requesting rezoning approval, special use authorization, and variance approval to construct a solar farm on the 54-acre parcel generally located east of Cannonball Trail and south of Galena Road within the Bristol Ridge Planned Unit Development. The petitioner is requesting to rezone the parcel from the R-2 Single-Family and R-2 Duplex PUD (Bristol Ridge) to the A-1 Agricultural District, special use permit approval for a solar farm land use, and variance approval to decrease the minimum distance between the ground and the solar panels from ten (10) feet to a minimum height of two (2) feet. To rezone the property and change the land use on this parcel, the petitioner is seeking to amend the existing annexation agreement for the Bristol Ridge Development to replace the current adopted land use plan with their solar farm. This request was heard at a separate public hearing in front of the Yorkville City Council and the rezoning, special use and variance is contingent on the approval of that amendment. PLANNING & ZONING COMMISSION ACTION: The Planning and Zoning Commission reviewed the Petitioner’s requests at a public hearing held on July 12, 2023 and made the following action on the motions below: REZONING In consideration of testimony presented during a Public Hearing on May 10, 2023 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 and R-2D Duplex PUD (Bristol Ridge) to A-1 Agricultural District for the purpose of constructing a freestanding solar energy system, or solar farm, contingent upon approval of annexation agreement amendment for the Bristol Ridge Development by the City Council, for a property generally located north of the Burlington Northern Santa Fe railroad line and east of Cannonball Trail. Action Item: Olson– aye; Williams – aye; Vinyard – aye; Horaz – aye; Millen – aye 5 ayes; 0 nay SPECIAL USE In consideration of testimony presented during a Public Hearing on May 10, 2023 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, contingent upon approval of annexation agreement amendment for the Bristol Ridge Development by the City Council, for a property generally located north of the Burlington Northern Santa Fe railroad line and east of Cannonball Trail, subject to staff recommendations in a memo dated July 5, 2023 and further subject to the removal of Allium Cernuum as a permitted plant in the final approved landscape plan and an increase of the inflation rate for the Decommissioning Plan prepared by Turning Point Engineering, LLC above the 3% recommended by staff. Action Item: Olson– aye; Williams – aye; Vinyard – aye; Horaz – aye; Millen – aye 5 ayes; 0 nay Memorandum To: City Council From: Krysti Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Brad Sanderson, EEI, City Engineer Date: July 17, 2023 Subject: PZC 2023-02 Bristol Ridge Solar Farm 105 (Rezone, Special Use, Variance) VARIANCE In consideration of testimony presented during a Public Hearing on May 10, 2023 and discussion of the findings of fact, the Planning and Zoning Commission recommends approval to the City Council a request for variance from Section 10-19-7-D of the Yorkville Municipal Code to reduce the minimum clearance between the lowest point of a freestanding solar panel and the surface on which the system is mounted from ten feet to two feet, contingent upon approval of annexation agreement amendment for the Bristol Ridge Development by the City Council, for a property generally located north of the Burlington Northern Santa Fe railroad line and east of Cannonball Trail. Action Item: Olson– aye; Williams – aye; Vinyard – aye; Horaz – aye; Millen – aye 5 ayes; 0 nay ATTACHMENTS: 1) Draft Ordinance 2) PZC Staff Memorandum dated July 5, 2023 3) UPDATED Zoning Site Plan - Alt. 1, dated June 21, 2023, as prepared by Kimley Horn & Associates, Inc. 4) UPDATED Decommissioning Plan, as prepared by Turning Point Energy, LLC 5) UPDATED Wetland Delineation, dated June 2023, as prepared by Kimley Horn & Associates, Inc. 6) UPDATED Solar Glare and Glint Analysis, dated June 2023, as prepared by Kimley Horn & Associates, Inc. 7) NEW Stormwater Pollution Prevention Plan (SWPPP), dated June 6, 2023, prepared by Kimley Horn & Associates, Inc. 8) NEW Bristol Ridge Solar Topsoil Letter, dated June 21, 2023, prepared by Turning Point Energy, LLC. 9) NEW Bristol Ridge Solar – Native Seed Mix Letter, dated June 23, 2023, prepared by Turning Point Energy, LLC. 10) NEW EEI, Inc., Review Comments dated July 5, 2023. 11) PZC Packet Materials from the May 10, 2023 Planning and Zoning Commission meeting. Ordinance No. 2023-____ Page 1 Ordinance No. 2023-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, APPROVING THE FIRST AMENDMENT TO THE ANNEXATION AGREEMENT FOR A PORTION OF THE BRISTOL RIDGE SUBDIVISION (Daniel B Light) WHEREAS, the United City of Yorkville (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, Bristol Ridge, LLC (the “Original Owner”) entered into an ANNEXATION AGREEMENT BETWEEN UNITED CITY OF YORKVILLE AND BRISTOL RIDGE, LLC (the “Original Annexation Agreement”) dated October 24, 2006 that was approved by the Mayor and City Council (the “Corporate Authorities”) by Ordinance No. 2006-126 on October 24, 2006 and recorded with the Kendall County Recorder on May 15, 2007 as document 200700015754; and, WHEREAS, the Original Annexation Agreement provided for the annexation of approximately 190 acres of land to the City (the “Property”), when due to the changes in the economic conditions in the country and most particularly in the region, the Original Owner lost ownership of the Property; and, WHEREAS, Daniel B Light, DEVELOPER is the current owner of an approximate 54- acre property within the Bristol Ridge Subdivision that is legally described on Exhibit A attached hereto and made a part hereof (the “Subject Property”) with PIN Number: 02-15-126-004; and, WHEREAS, DEVELOPER has petitioned the City to rezone the Subject Properties pursuant to the current United City of Yorkville Zoning Ordinance (the “Zoning Code”) in order to permit DEVELOPER to proceed with operation under the City’s A-1 Agricultural District; and, WHEREAS, DEVELOPER has petitioned the City for special use authorization on the Subject Properties in order to permit DEVELOPER to construct and operate a solar farm land use; and, WHEREAS, the Corporate Authorities conducted a public hearing on the amendment of the Original Annexation Agreement on May 30, 2023 and the statutory procedures provided in Ordinance No. 2023-____ Page 2 65 ILCS 5/11-15.1-1, as amended, for the approval of this First Amendment have been complied with. 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 and made a part of this Ordinance. Section 2. That the FIRST AMENDMENT TO THE ANNEXATION AGREEMENT BETWEEN UNITED CITY OF YORKVILLE AND BRISTOL RIDGE, LLC (Bristol Ridge), attached hereto and made a part hereof by reference as Exhibit A be and is hereby approved and the Mayor and City Clerk are hereby authorized and directed to execute and deliver said First Amendment. Section 3. 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. 2023. ______________________________ 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. 2023. ______________________________ MAYOR FIRST AMENDMENT TO THE ANNEXATION AGREEMENT BETWEEN UNITED CITY OF YORKVILLE AND BRISTOL RIDGE, LLC (Bristol Ridge) This First Amendment (the “Amendment”) to the Annexation Agreement dated October 24, 2006, pertaining to the Bristol Ridge Subdivision, is entered into this __ day of October, 2023, by and between the United City of Yorkville, Illinois, a municipal corporation (the “City”) and Daniel B. Light, the owner of a portion of the Bristol Ridge Subdivision properties (the “DEVELOPER”); and, WHEREAS, Bristol Ridge, LLC (the “Original Owner”) entered into an ANNEXATION AGREEMENT BETWEEN UNITED CITY OF YORKVILLE AND BRISTOL RIDGE, LLC (the “Original Annexation Agreement”) dated October 24, 2006 that was approved by the Mayor and City Council (the “Corporate Authorities”) by Ordinance No. 2006-126 on October 24, 2006 and recorded with the Kendall County Recorder on May 15, 2007 as document 200700015754; and, WHEREAS, the Original Annexation Agreement provided for the annexation of approximately 190 acres of land to the City (the “Property”), when due to the changes in the economic conditions in the country and most particularly in the region, the Original Owner lost ownership of the Property; and, WHEREAS, Daniel B Light, DEVELOPER is the current owner of an approximate 54- acre property within the Bristol Ridge Subdivision that is legally described on Exhibit A attached hereto and made a part hereof (the “Subject Property”) with PIN Number: 02-15-126-004; and, WHEREAS, DEVELOPER has petitioned the City to rezone the Subject Property pursuant to the current United City of Yorkville Zoning Ordinance (the “Zoning Code”) in order to permit DEVELOPER to proceed with operation under the City’s A-1 Agricultural District; and, WHEREAS, DEVELOPER has petitioned the City for special use authorization on the Subject Property in order to permit DEVELOPER to construct and operate a solar farm land use; and, WHEREAS, the DEVELOPER is prepared to participate in all public hearings as required by law to accomplish this Amendment to the Original Annexation Agreement and as may be required to rezone the Property under the Zoning Code. NOW, THEREFORE, the parties hereto agree as follows: 1. The above recitals are incorporated herein and made a part of this Agreement. 2. That the fifth whereas clause be and is herby repealed. 3. That Paragraph 3 of the Original Annexation Agreement is hereby deleted and replaced with the following: ZONING AND OTHER APPLICABLE ORDINANCES The City has adopted an ordinance annexing to the City the Subject Property and shall adopt an ordinance zoning the Subject Property into the A-1 Agricultural District for parcel 02-15-126-004, which may be further changed without amendment of this Agreement pursuant to the procedures of the Zoning Code. 4. That Paragraph 30, Notice, of the Original Annexation Agreement is hereby amended by deleting the person named to receive notice for the Developer and insert the following: To Developer: Daniel B Light 104 S. Wynstone Park Drive North Barrington, IL 60010 With a copy to: Kyle C. Barry McGuire Woods LLP 1 North Old State Capitol Plaza, Suite 410 Springfield, IL 62701 IN WITNESS WHEREOF, the parties hereto have caused this First Amendment to the Original Annexation Agreement to be executed by their duly authorized officers on the above date at Yorkville, Illinois. United City of Yorkville, an Illinois municipal Corporation By: _______________________________________ Mayor Attest: _________________________________ City Clerk DEVELOPER By: _______________________________________ Daniel B Light PROPERTY OWNER _______________________________________ Daniel J. Kramer Attest: __________________________________ Witness EXHIBIT A to Application Forms Parcel Legal Description – TPE IL KE105, LLC (02‐15‐126‐004) Note: This legal description is from the Trustee’s Deed dated August 8, 2017 between First Midwest Bank and Daniel B. Light; Recorded Kendall County, IL 8/31/2017 #201700013916 Legal Description: That part of the following described parcel lying easterly of the centerline of Cannonball Trail: A part of the North Half of Section 15, Township 37 North, Range 7, East of the Third Principal Meridian, Described as follows: Commencing at a point on the East line of the Public Highway leading North from Huntsville, in said direction at a point where the easterly line of said highway intersects the southerly line of Elizabeth Rider’s Land; thence easterly, along the southerly line of said Elizabeth Rider’s Land 315 feet, to the southeast corner thereof, thence north at right angles with said first line along the east line of said Rider Land, to the center of said Bristol Road; thence northeasterly, along the center of said highway, to the southerly line of land belonging to Harry C. Eccles; thence southeasterly along the southerly line of said Eccles land, to a point in said southerly line 60 chains from the east line of said Section; thence East, along the said southerly line of said Harry C. Eccles Land to the 8th Section line, and being the west line of N.C. Rider’s land; thence south, on said 8th Section line and Rider’s west line to the Right of Way of C.B. and Q. RR CO.; thence southwesterly, along the Northerly line of said Right of Way of said Railroad Co. to where the same is intersected by the northerly line of James Kennedy’s land; thence westerly along the north line of said Kennedy’s land, to the northwest corner of said James Kennedy’s land; thence northerly along the highway to the place of beginning, including the east half mile of highway westerly and bordering said premises; excepting from the above premises two lots 4 by 8 rods each in the southwest corner of the above described premises, heretofore deeded to Joseph Kennedy and James Kennedy, situated in the town of Bristol, Kendall County, Illinois. Excepting therefrom the following described real estate heretofore conveyed to Commonwealth Edison Company be deed recorded as document no. 73‐1974, to that part of the north half of Section 15, Township 37 North, Range 7, East of the Third Principal Meridian, described as follows: Beginning at the intersection of the east line of the west half of the northeast quarter of said Section 15 and the Northwesterly Right of Way line of the Burlington Northern (Formerly Chicago, Burlington and Quincy) Railroad; thence south 74 degrees 19 minutes 17 seconds west along the northerly Right of Way line of said Railroad, a distance of 2910.45 feet to the southeast corner of “Reeves” land described in deed recorded March 13, 1952, as document #101936; thence north 3 degrees 10 minutes 43 seconds west along the easterly line of said “Reeves” land a distance of 12.80 feet to the northeast corner thereof; thence north 81 degrees 50 minutes 18 seconds west along the northerly line “Reeves” land, a distance 340.18 feet to the intersection of said line with a line drawn 150 feet northwesterly of, measured at right angles to, and parallel with the northerly tight of way of said railroad; thence north 74 degrees 19 minutes 17 seconds east along said parallel line a distance of 331.83 feet; thence north 15 degrees 40 minutes 43 seconds west, perpendicular to the last described line, a distance of 40 feet; thence north 74 degrees 19 minutes 17 seconds east along a line of said railroad, a distance of 2941.14 feet to the east line of said west half of the northeast quarter; thence south 0 degrees 13 minutes 40 seconds west along the east line of said west half of the northeast quarter, a distance of 197.57 feet to the point of beginning; all in Kendall County, Illinois, Also Excepting therefrom that part of the northwest ¼ of Section 15, Township 37 North, Range 7, East of the Third Principal Meridian as described as follows: Beginning at the intersection of the centerline of Cannonball Trail (Being the center line of State Routs 10, Section 19‐15D) and a line drawn parallel with and 80.0 feet, normally distant, southerly of “Elizabeth Rider’s Land”, thence easterly along said parallel line 239.10 feet; thence southerly at right angles to the last described course, 354.96 feet to the north line of a tract of land conveyed to James Kennedy by Warranty Deed recorded on April 21, 1982, in Book 48 of Deeds, page 480; Thence westerly along said north line, 106.70 feet to the east line, as occupied and monumented, of lands conveyed to George Mewhirter by a Warranty Deed recorded May 1, 1899, in Book 55 of Deeds, Page 25; thence northerly at right angles to the last described course, being along said east line and said east line extended 132.0 feet; thence westerly at right angles to the last described course, 190.33 feet to said center line; thence northeasterly along said center line, to the point of beginning, in Bristol Township, Kendall County, Illinois. Ordinance No. 2023-____ Page 1 STATE OF ILLINOIS ) ) ss. COUNTY OF KENDALL ) Ordinance No. 2023-_____ 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 EAST OF CANNONBALL TRAIL AND NORTH OF THE BURLINGTON NORTHERN SANTA FE RAILROAD LINE (Bristol Ridge 105 – Solar Farm) WHEREAS, the United City of Yorkville (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, Turning Point Energy, LLC, (the “Applicant”) is leasing approximately 26 acres for the proposed installation of a freestanding solar energy systems on the property owned by Daniel B. Light located immediately north of the BNSF railroad line and east of Cannonball Trail (the “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 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 May 10, 2023, to consider the rezoning after publication of notice and notice to property owners within five hundred (500) feet of the Subject Property; and, WHEREAS, the Planning and Zoning Commission reviewed the standards set forth in Section 10-4-10B.4 and made findings of fact and recommendation to the Mayor and City Council (the “Corporate Authorities”) for approval of the rezoning; and, WHEREAS, the Corporate Authorities have received and considered the recommendation of the Planning and Zoning Commission. Ordinance No. 2023-____ 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. 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: THAT PART OF THE FOLLOWING DESCRIBED PARCEL LYING EASTERLY OF THE CENTERLINE OF CANNONBALL TRAIL: A PART OF THE NORTH HALF OF SECTION 15, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE EAST LINE OF THE PUBLIC HIGHWAY LEADING NORTH FROM HUNTSVILLE, IN SAID DIRECTION AT A POINT WHERE THE EASTERLY LINE OF SAID HIGHWAY INTERSECTS THE SOUTHERLY LINE OF ELIZABETH RIDER’S LAND; THENCE EASTERLY, ALONG THE SOUTHERLY LINE OF SAID ELIZABETH RIDER’S LAND 315 FEET, TO THE SOUTHEAST CORNER THEREOF, THENCE NORTH AT RIGHT ANGLES WITH SAID FIRST LINE ALONG THE EAST LINE OF SAID RIDER LAND, TO THE CENTER OF SAID BRISTOL ROAD; THENCE NORTHEASTERLY, ALONG THE CENTER OF SAID HIGHWAY, TO THE SOUTHERLY LINE OF LAND BELONGING TO HARRY C. ECCLES; THENCE SOUTHEASTERLY ALONG THE SOUTHERLY LINE OF SAID ECCLES LAND, TO A POINT IN SAID SOUTHERLY LINE 60 CHAINS FROM THE EAST LINE OF SAID SECTION; THENCE EAST, ALONG THE SAID SOUTHERLY LINE OF SAID HARRY C. ECCLES LAND TO THE 8TH SECTION LINE, AND BEING THE WEST LINE OF N.C. RIDER’S LAND; THENCE SOUTH, ON SAID 8TH SECTION LINE AND RIDER’S WEST LINE TO THE RIGHT OF WAY OF C.B. AND Q. RR CO.; THENCE SOUTHWESTERLY, ALONG THE NORTHERLY LINE OF SAID RIGHT OF WAY OF SAID RAILROAD CO. TO WHERE THE SAME IS INTERSECTED BY THE NORTHERLY LINE OF JAMES KENNEDY’S LAND; THENCE WESTERLY ALONG THE NORTH LINE OF SAID KENNEDY’S LAND, TO THE NORTHWEST CORNER OF SAID JAMES KENNEDY’S LAND; THENCE NORTHERLY ALONG THE HIGHWAY TO THE PLACE OF BEGINNING, INCLUDING THE EAST HALF MILE OF HIGHWAY WESTERLY AND BORDERING SAID PREMISES; EXCEPTING FROM THE ABOVE PREMISES TWO LOTS 4 BY 8 RODS EACH IN THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PREMISES, HERETOFORE DEEDED TO JOSEPH KENNEDY AND JAMES KENNEDY, SITUATED IN THE TOWN OF BRISTOL, KENDALL COUNTY, ILLINOIS. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED REAL ESTATE HERETOFORE CONVEYED TO COMMONWEALTH EDISON COMPANY BE DEED RECORDED AS DOCUMENT NO. 73-1974, TO THAT PART OF THE NORTH HALF OF SECTION 15, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EAST LINE OF THE WEST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 15 AND THE NORTHWESTERLY RIGHT OF WAY LINE OF THE BURLINGTON NORTHERN (FORMERLY CHICAGO, BURLINGTON AND QUINCY) RAILROAD; Ordinance No. 2023-____ Page 3 THENCE SOUTH 74 DEGREES 19 MINUTES 17 SECONDS WEST ALONG THE NORTHERLY RIGHT OF WAY LINE OF SAID RAILROAD, A DISTANCE OF 2910.45 FEET TO THE SOUTHEAST CORNER OF “REEVES” LAND DESCRIBED IN DEED RECORDED MARCH 13, 1952, AS DOCUMENT #101936; THENCE NORTH 3 DEGREES 10 MINUTES 43 SECONDS WEST ALONG THE EASTERLY LINE OF SAID “REEVES” LAND A DISTANCE OF 12.80 FEET TO THE NORTHEAST CORNER THEREOF; THENCE NORTH 81 DEGREES 50 MINUTES 18 SECONDS WEST ALONG THE NORTHERLY LINE “REEVES” LAND, A DISTANCE 340.18 FEET TO THE INTERSECTION OF SAID LINE WITH A LINE DRAWN 150 FEET NORTHWESTERLY OF, MEASURED AT RIGHT ANGLES TO, AND PARALLEL WITH THE NORTHERLY TIGHT OF WAY OF SAID RAILROAD; THENCE NORTH 74 DEGREES 19 MINUTES 17 SECONDS EAST ALONG SAID PARALLEL LINE A DISTANCE OF 331.83 FEET; THENCE NORTH 15 DEGREES 40 MINUTES 43 SECONDS WEST, PERPENDICULAR TO THE LAST DESCRIBED LINE, A DISTANCE OF 40 FEET; THENCE NORTH 74 DEGREES 19 MINUTES 17 SECONDS EAST ALONG A LINE OF SAID RAILROAD, A DISTANCE OF 2941.14 FEET TO THE EAST LINE OF SAID WEST HALF OF THE NORTHEAST QUARTER; THENCE SOUTH 0 DEGREES 13 MINUTES 40 SECONDS WEST ALONG THE EAST LINE OF SAID WEST HALF OF THE NORTHEAST QUARTER, A DISTANCE OF 197.57 FEET TO THE POINT OF BEGINNING; ALL IN KENDALL COUNTY, ILLINOIS, ALSO EXCEPTING THEREFROM THAT PART OF THE NORTHWEST ¼ OF SECTION 15, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN AS DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF CANNONBALL TRAIL (BEING THE CENTER LINE OF STATE ROUTS 10, SECTION 19-15D) AND A LINE DRAWN PARALLEL WITH AND 80.0 FEET, NORMALLY DISTANT, SOUTHERLY OF “ELIZABETH RIDER’S LAND”, THENCE EASTERLY ALONG SAID PARALLEL LINE 239.10 FEET; THENCE SOUTHERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 354.96 FEET TO THE NORTH LINE OF A TRACT OF LAND CONVEYED TO JAMES KENNEDY BY WARRANTY DEED RECORDED ON APRIL 21, 1982, IN BOOK 48 OF DEEDS, PAGE 480; THENCE WESTERLY ALONG SAID NORTH LINE, 106.70 FEET TO THE EAST LINE, AS OCCUPIED AND MONUMENTED, OF LANDS CONVEYED TO GEORGE MEWHIRTER BY A WARRANTY DEED RECORDED MAY 1, 1899, IN BOOK 55 OF DEEDS, PAGE 25; THENCE NORTHERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, BEING ALONG SAID EAST LINE AND SAID EAST LINE EXTENDED 132.0 FEET; THENCE WESTERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 190.33 FEET TO SAID CENTER LINE; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. with Property Index Number 02-15-126-004 into the A-1 Agricultural Zoning District. Section 3. This Ordinance shall be in full force and effect upon its passage, approval, and publication as provided by law. Ordinance No. 2023-____ Page 4 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2023. ______________________________ 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. 2023. ______________________________ MAYOR Ordinance No. 2023-____ Page 5 EXHIBIT A CANNONBALL TRAIL(70' WIDE R.O. W.) BNSF R A I L ( F I D 2 0 3 7 5 )TPE IL KE105, LLC©EX-1ZONING SITEPLANVICINITY MAP SCALE 1" = 5000' PROJECT LOCATION SITE DATA TABLE LEGEND NOTES SOILS DATA TABLE NORTH BNSF R A I L CANNONBALL TRAIL US-34 GAL E N A R D KEN N E D Y R D IL-251 EROSION CONTROL NOTES Ordinance No. 2023-____ Page 1 Ordinance No. 2023-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, GRANTING A FREESTANDING SOLAR ENERGY SYSTEMS CLEARANCE VARIANCE FOR THE PROPERTY GENERALLY LOCATED AT EAST OF CANNONBALL TRAIL AND NORTH OF THE BURLINGTON NORTHERN SANTA FE RAILROAD LINE (Bristol Ridge 105 – Solar Farm) 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 Yorkville Zoning Ordinance (the “Zoning Ordinance”) present a particular hardship; and, WHEREAS, Turning Point Energy, LLC, (the “Applicants”), requested a variance to reduce the minimum distance required between the lowest point of the system and the surface on which the system is mounted from ten (10) feet to two (2) feet pursuant to Section 10-19-7(d) of the Zoning Ordinance; and, WHEREAS, A 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 May 10, 2023, 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 10-4-7C of the Zoning Ordinance and provided a recommendation that the variance be granted; 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 City of Yorkville, Kendall County, Illinois, as follows: Ordinance No. 2023-____ Page 2 Section 1. That this Ordinance shall apply to the Subject Property legally described as: THAT PART OF THE FOLLOWING DESCRIBED PARCEL LYING EASTERLY OF THE CENTERLINE OF CANNONBALL TRAIL: A PART OF THE NORTH HALF OF SECTION 15, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE EAST LINE OF THE PUBLIC HIGHWAY LEADING NORTH FROM HUNTSVILLE, IN SAID DIRECTION AT A POINT WHERE THE EASTERLY LINE OF SAID HIGHWAY INTERSECTS THE SOUTHERLY LINE OF ELIZABETH RIDER’S LAND; THENCE EASTERLY, ALONG THE SOUTHERLY LINE OF SAID ELIZABETH RIDER’S LAND 315 FEET, TO THE SOUTHEAST CORNER THEREOF, THENCE NORTH AT RIGHT ANGLES WITH SAID FIRST LINE ALONG THE EAST LINE OF SAID RIDER LAND, TO THE CENTER OF SAID BRISTOL ROAD; THENCE NORTHEASTERLY, ALONG THE CENTER OF SAID HIGHWAY, TO THE SOUTHERLY LINE OF LAND BELONGING TO HARRY C. ECCLES; THENCE SOUTHEASTERLY ALONG THE SOUTHERLY LINE OF SAID ECCLES LAND, TO A POINT IN SAID SOUTHERLY LINE 60 CHAINS FROM THE EAST LINE OF SAID SECTION; THENCE EAST, ALONG THE SAID SOUTHERLY LINE OF SAID HARRY C. ECCLES LAND TO THE 8TH SECTION LINE, AND BEING THE WEST LINE OF N.C. RIDER’S LAND; THENCE SOUTH, ON SAID 8TH SECTION LINE AND RIDER’S WEST LINE TO THE RIGHT OF WAY OF C.B. AND Q. RR CO.; THENCE SOUTHWESTERLY, ALONG THE NORTHERLY LINE OF SAID RIGHT OF WAY OF SAID RAILROAD CO. TO WHERE THE SAME IS INTERSECTED BY THE NORTHERLY LINE OF JAMES KENNEDY’S LAND; THENCE WESTERLY ALONG THE NORTH LINE OF SAID KENNEDY’S LAND, TO THE NORTHWEST CORNER OF SAID JAMES KENNEDY’S LAND; THENCE NORTHERLY ALONG THE HIGHWAY TO THE PLACE OF BEGINNING, INCLUDING THE EAST HALF MILE OF HIGHWAY WESTERLY AND BORDERING SAID PREMISES; EXCEPTING FROM THE ABOVE PREMISES TWO LOTS 4 BY 8 RODS EACH IN THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PREMISES, HERETOFORE DEEDED TO JOSEPH KENNEDY AND JAMES KENNEDY, SITUATED IN THE TOWN OF BRISTOL, KENDALL COUNTY, ILLINOIS. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED REAL ESTATE HERETOFORE CONVEYED TO COMMONWEALTH EDISON COMPANY BE DEED RECORDED AS DOCUMENT NO. 73-1974, TO THAT PART OF THE NORTH HALF OF SECTION 15, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EAST LINE OF THE WEST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 15 AND THE NORTHWESTERLY RIGHT OF WAY LINE OF THE BURLINGTON NORTHERN (FORMERLY CHICAGO, BURLINGTON AND QUINCY) RAILROAD; THENCE SOUTH 74 DEGREES 19 MINUTES 17 SECONDS WEST ALONG THE NORTHERLY RIGHT OF WAY LINE OF SAID RAILROAD, A DISTANCE OF 2910.45 FEET TO THE Ordinance No. 2023-____ Page 3 SOUTHEAST CORNER OF “REEVES” LAND DESCRIBED IN DEED RECORDED MARCH 13, 1952, AS DOCUMENT #101936; THENCE NORTH 3 DEGREES 10 MINUTES 43 SECONDS WEST ALONG THE EASTERLY LINE OF SAID “REEVES” LAND A DISTANCE OF 12.80 FEET TO THE NORTHEAST CORNER THEREOF; THENCE NORTH 81 DEGREES 50 MINUTES 18 SECONDS WEST ALONG THE NORTHERLY LINE “REEVES” LAND, A DISTANCE 340.18 FEET TO THE INTERSECTION OF SAID LINE WITH A LINE DRAWN 150 FEET NORTHWESTERLY OF, MEASURED AT RIGHT ANGLES TO, AND PARALLEL WITH THE NORTHERLY TIGHT OF WAY OF SAID RAILROAD; THENCE NORTH 74 DEGREES 19 MINUTES 17 SECONDS EAST ALONG SAID PARALLEL LINE A DISTANCE OF 331.83 FEET; THENCE NORTH 15 DEGREES 40 MINUTES 43 SECONDS WEST, PERPENDICULAR TO THE LAST DESCRIBED LINE, A DISTANCE OF 40 FEET; THENCE NORTH 74 DEGREES 19 MINUTES 17 SECONDS EAST ALONG A LINE OF SAID RAILROAD, A DISTANCE OF 2941.14 FEET TO THE EAST LINE OF SAID WEST HALF OF THE NORTHEAST QUARTER; THENCE SOUTH 0 DEGREES 13 MINUTES 40 SECONDS WEST ALONG THE EAST LINE OF SAID WEST HALF OF THE NORTHEAST QUARTER, A DISTANCE OF 197.57 FEET TO THE POINT OF BEGINNING; ALL IN KENDALL COUNTY, ILLINOIS, ALSO EXCEPTING THEREFROM THAT PART OF THE NORTHWEST ¼ OF SECTION 15, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN AS DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF CANNONBALL TRAIL (BEING THE CENTER LINE OF STATE ROUTS 10, SECTION 19-15D) AND A LINE DRAWN PARALLEL WITH AND 80.0 FEET, NORMALLY DISTANT, SOUTHERLY OF “ELIZABETH RIDER’S LAND”, THENCE EASTERLY ALONG SAID PARALLEL LINE 239.10 FEET; THENCE SOUTHERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 354.96 FEET TO THE NORTH LINE OF A TRACT OF LAND CONVEYED TO JAMES KENNEDY BY WARRANTY DEED RECORDED ON APRIL 21, 1982, IN BOOK 48 OF DEEDS, PAGE 480; THENCE WESTERLY ALONG SAID NORTH LINE, 106.70 FEET TO THE EAST LINE, AS OCCUPIED AND MONUMENTED, OF LANDS CONVEYED TO GEORGE MEWHIRTER BY A WARRANTY DEED RECORDED MAY 1, 1899, IN BOOK 55 OF DEEDS, PAGE 25; THENCE NORTHERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, BEING ALONG SAID EAST LINE AND SAID EAST LINE EXTENDED 132.0 FEET; THENCE WESTERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 190.33 FEET TO SAID CENTER LINE; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. Property Index Number: 02-15-126-004 Ordinance No. 2023-____ Page 4 Section 2. That a variation pursuant to Section 10-19-7(d) of the Zoning Ordinance to reduce the minimum distance required between the lowest point of the system and the surface on which the system is mounted from ten (10) feet to two (2) feet is hereby granted. Section 3. That this Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2023. ______________________________ 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. 2023. ______________________________ MAYOR Ordinance No. 2023-____ Page 1 Ordinance No. 2023-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, ILLINOIS, APPROVING A SPECIAL USE FOR THE PROPERTY GENERALLY LOCATED AT EAST OF CANNONBALL TRAIL AND NORTH OF THE BURLINGTON NORTHERN SANTA FE RAILROAD LINE (Bristol Ridge 105 – Solar Farm) WHEREAS, the United City of Yorkville (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 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 Zoning Ordinance (the “Zoning Code”), 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, Turning Point Energy, LLC, (“the Lessee”) is leasing approximately 26 acres for the proposed installation of a freestanding solar energy systems on the property owned by Daniel B. Light located immediately north of the BNSF railroad line and east of Cannonball Trail (the “Subject Property”), within the corporate limits of the City legally described in Section 2 of this Ordinance (the “Subject Property”); and, WHEREAS, under the authority of the Zoning Code, the Subject Property is located in a designated A-1 Agricultural District and freestanding solar energy systems are allowed with a special use permit; and, 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 Ordinance No. 2023-____ Page 2 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 May 10, 2023, for the consideration of the special use application; and, WHEREAS, the Planning and Zoning Commission reviewed the standards set forth in Section 10-4-9(F) and 10-19-4-C of the Zoning Code; and, WHEREAS, upon conclusion of said public hearing, the Planning and Zoning Commission recommended the approval with conditions for the special use for the Subject Property for a solar farm with freestanding solar energy systems. 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 a special use for the Subject Property, legally described as: THAT PART OF THE FOLLOWING DESCRIBED PARCEL LYING EASTERLY OF THE CENTERLINE OF CANNONBALL TRAIL: A PART OF THE NORTH HALF OF SECTION 15, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE EAST LINE OF THE PUBLIC HIGHWAY LEADING NORTH FROM HUNTSVILLE, IN SAID DIRECTION AT A POINT WHERE THE EASTERLY LINE OF SAID HIGHWAY INTERSECTS THE SOUTHERLY LINE OF ELIZABETH RIDER’S LAND; THENCE EASTERLY, ALONG THE SOUTHERLY LINE OF SAID ELIZABETH RIDER’S LAND 315 FEET, TO THE SOUTHEAST CORNER THEREOF, THENCE NORTH AT RIGHT ANGLES WITH SAID FIRST LINE ALONG THE EAST LINE OF SAID RIDER LAND, TO THE CENTER OF SAID BRISTOL ROAD; THENCE NORTHEASTERLY, ALONG THE CENTER OF SAID HIGHWAY, TO THE SOUTHERLY LINE OF LAND BELONGING TO HARRY C. ECCLES; THENCE SOUTHEASTERLY ALONG THE SOUTHERLY LINE OF SAID ECCLES LAND, TO A POINT IN SAID SOUTHERLY LINE 60 CHAINS FROM THE EAST LINE OF SAID SECTION; THENCE EAST, ALONG THE SAID SOUTHERLY LINE OF SAID HARRY C. ECCLES LAND TO THE 8TH SECTION LINE, AND BEING THE WEST Ordinance No. 2023-____ Page 3 LINE OF N.C. RIDER’S LAND; THENCE SOUTH, ON SAID 8TH SECTION LINE AND RIDER’S WEST LINE TO THE RIGHT OF WAY OF C.B. AND Q. RR CO.; THENCE SOUTHWESTERLY, ALONG THE NORTHERLY LINE OF SAID RIGHT OF WAY OF SAID RAILROAD CO. TO WHERE THE SAME IS INTERSECTED BY THE NORTHERLY LINE OF JAMES KENNEDY’S LAND; THENCE WESTERLY ALONG THE NORTH LINE OF SAID KENNEDY’S LAND, TO THE NORTHWEST CORNER OF SAID JAMES KENNEDY’S LAND; THENCE NORTHERLY ALONG THE HIGHWAY TO THE PLACE OF BEGINNING, INCLUDING THE EAST HALF MILE OF HIGHWAY WESTERLY AND BORDERING SAID PREMISES; EXCEPTING FROM THE ABOVE PREMISES TWO LOTS 4 BY 8 RODS EACH IN THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PREMISES, HERETOFORE DEEDED TO JOSEPH KENNEDY AND JAMES KENNEDY, SITUATED IN THE TOWN OF BRISTOL, KENDALL COUNTY, ILLINOIS. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED REAL ESTATE HERETOFORE CONVEYED TO COMMONWEALTH EDISON COMPANY BE DEED RECORDED AS DOCUMENT NO. 73-1974, TO THAT PART OF THE NORTH HALF OF SECTION 15, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EAST LINE OF THE WEST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 15 AND THE NORTHWESTERLY RIGHT OF WAY LINE OF THE BURLINGTON NORTHERN (FORMERLY CHICAGO, BURLINGTON AND QUINCY) RAILROAD; THENCE SOUTH 74 DEGREES 19 MINUTES 17 SECONDS WEST ALONG THE NORTHERLY RIGHT OF WAY LINE OF SAID RAILROAD, A DISTANCE OF 2910.45 FEET TO THE SOUTHEAST CORNER OF “REEVES” LAND DESCRIBED IN DEED RECORDED MARCH 13, 1952, AS DOCUMENT #101936; THENCE NORTH 3 DEGREES 10 MINUTES 43 SECONDS WEST ALONG THE EASTERLY LINE OF SAID “REEVES” LAND A DISTANCE OF 12.80 FEET TO THE NORTHEAST CORNER THEREOF; THENCE NORTH 81 DEGREES 50 MINUTES 18 SECONDS WEST ALONG THE NORTHERLY LINE “REEVES” LAND, A DISTANCE 340.18 FEET TO THE INTERSECTION OF SAID LINE WITH A LINE DRAWN 150 FEET NORTHWESTERLY OF, MEASURED AT RIGHT ANGLES TO, AND PARALLEL WITH THE NORTHERLY TIGHT OF WAY OF SAID RAILROAD; THENCE NORTH 74 DEGREES 19 MINUTES 17 SECONDS EAST ALONG SAID PARALLEL LINE A DISTANCE OF 331.83 FEET; THENCE NORTH 15 DEGREES 40 MINUTES 43 SECONDS WEST, PERPENDICULAR TO THE LAST DESCRIBED LINE, A DISTANCE OF 40 FEET; THENCE NORTH 74 DEGREES 19 MINUTES 17 SECONDS EAST ALONG A LINE OF SAID RAILROAD, A DISTANCE OF 2941.14 FEET TO THE EAST LINE OF SAID WEST HALF OF THE NORTHEAST QUARTER; THENCE SOUTH 0 DEGREES 13 MINUTES 40 SECONDS WEST ALONG THE EAST LINE OF SAID WEST HALF OF THE NORTHEAST QUARTER, A DISTANCE OF 197.57 FEET TO THE POINT OF BEGINNING; ALL IN KENDALL COUNTY, ILLINOIS, Ordinance No. 2023-____ Page 4 ALSO EXCEPTING THEREFROM THAT PART OF THE NORTHWEST ¼ OF SECTION 15, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN AS DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF CANNONBALL TRAIL (BEING THE CENTER LINE OF STATE ROUTS 10, SECTION 19-15D) AND A LINE DRAWN PARALLEL WITH AND 80.0 FEET, NORMALLY DISTANT, SOUTHERLY OF “ELIZABETH RIDER’S LAND”, THENCE EASTERLY ALONG SAID PARALLEL LINE 239.10 FEET; THENCE SOUTHERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 354.96 FEET TO THE NORTH LINE OF A TRACT OF LAND CONVEYED TO JAMES KENNEDY BY WARRANTY DEED RECORDED ON APRIL 21, 1982, IN BOOK 48 OF DEEDS, PAGE 480; THENCE WESTERLY ALONG SAID NORTH LINE, 106.70 FEET TO THE EAST LINE, AS OCCUPIED AND MONUMENTED, OF LANDS CONVEYED TO GEORGE MEWHIRTER BY A WARRANTY DEED RECORDED MAY 1, 1899, IN BOOK 55 OF DEEDS, PAGE 25; THENCE NORTHERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, BEING ALONG SAID EAST LINE AND SAID EAST LINE EXTENDED 132.0 FEET; THENCE WESTERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 190.33 FEET TO SAID CENTER LINE; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. with Property Index Number 02-15-126-004 for 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. Zoning Site Plan - Alt. 1, dated June 21, 2023, as prepared by Kimley Horn & Associates, Inc. (Exhibit A) B. Decommissioning Plan, as prepared by Turning Point Energy, LLC (Exhibit B) C. Wetland Delineation, dated June 2023, as prepared by Kimley Horn & Associates, Inc. (Exhibit C) D. Solar Glare and Glint Analysis, dated June 2023, as prepared by Kimley Horn & Associates, Inc. (Exhibit D) E. Stormwater Pollution Prevention Plan (SWPPP), dated June 6, 2023, prepared by Kimley Horn & Associates, Inc. (Exhibit E) F. Bristol Ridge Solar Topsoil Letter, dated June 21, 2023, prepared by Turning Point Energy, LLC. (Exhibit F) G. Bristol Ridge Solar – Native Seed Mix Letter, dated June 23, 2023, prepared by Turning Point Energy, LLC. (Exhibit G) Ordinance No. 2023-____ Page 5 H. The maximum height of the solar panels for this land use will be fifteen (15) feet. I. The installation of an eight (8) foot tall chain link fence with opaque slats surrounding the entire solar farm is required. J. A final landscape plan shall be submitted as part of the final engineering submittal and be approved by the City Engineer and landscaping consultant. K. The final landscape plan shall not include the Allium Cernuum species. L. A 2-year maintenance period for the establishment of the ground cover which will be inspected by the City Engineer is required. M. A Knox box with keys provided to the City’s building department and Bristol Kendall Fire District (BKFD). N. A revised decommission estimate using an inflation rate of 3% over 25 years ($296,404) for a total of $625,025. O. A security guarantee of 120% of the petitioner’s decommissioning estimate for a total of $750,030.00 in a form acceptable to the City Engineer. P. The proposed gravel driveway will have the top 4” CA-6 compacted and the next 8” CA- 1 compacted with a compacted subgrade and be subject to Kendall County’s DOT permit requirements for connection to Cannonball Trail. Q. 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. R. Adherence to all comments prepared by EEI, city engineering consultant, in letters dated March 13, 2023 and July 5, 2023 (Exhibit H) Section 4. This Ordinance shall be in full force and effect upon its passage, approval, and publication in pamphlet form as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2023. ______________________________ CITY CLERK Ordinance No. 2023-____ Page 6 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. 2023. ______________________________ MAYOR EXHIBIT A CANNONBALL TRAIL(70' WIDE R.O. W.) BNSF R A I L ( F I D 2 0 3 7 5 )TPE IL KE105, LLC©EX-1ZONING SITEPLANVICINITY MAP SCALE 1" = 5000' PROJECT LOCATION SITE DATA TABLE LEGEND NOTES SOILS DATA TABLE NORTH BNSF R A I L CANNONBALL TRAIL US-34 GAL E N A R D KEN N E D Y R D IL-251 EROSION CONTROL NOTES EXHIBIT B Turning Point Energy – 999 18th Street, Suite 3000 – Denver, Colorado 80202 www.turningpoint-energy.com KE105 Solar Facility Decommissioning Plan 1.0 Facility Description TPE KE105, LLC Solar Photovoltaic Facility is a 5 MW AC solar farm proposed at 15 Cannonball Trail, Bristol, IL 60512 in Kendall County (the “Facility”). The Facility is to be constructed on approximately 34 acres located primarily on farmland without buildings. The purpose of the Facility is the generation of electricity. The Project will be interconnected to the Commonwealth Edison (‘ComEd’) electric distribution grid near the northwest corner of the site, along Cannonball Trail. The Facility will be a ground-mounted solar array. The solar panels will be mounted on steel and aluminum structures consisting of posts, beams, rails and bracing. Vertical steel posts will be driven into the ground to a depth of approximately eight feet to anchor the structures. The solar panels will be connected to the inverters mounted on the racking structure via copper and aluminum wire. The inverters will connect to electric panels, transformers, and then switchgear at the array location via underground wire. Output from the Facility will be connected overhead to the existing utility distribution lines. The estimated useful Facility lifetime is 35 years or more. The following list is a summary of the site features: • 5 MW Solar array consisting of silicone solar panels • Driven post steel and aluminum racking system • 8’ Agricultural style fence surrounding the array perimeter. • 1 Slab on grade concrete pads for electrical equipment • Copper and aluminum wire • Underground conduit at the array location • Overhead poles and wires from the array location to utility poles. • Gravel access roads • Miscellaneous electrical equipment 2.0 Project Decommission and Recycling The Facility consists of numerous materials that can be resold or recycled for significant scrap value, including steel, aluminum, glass, copper , and plastics. (Often, current market salvage values of a Facility exceed estimated decommissioning and site restoration expenses.) The Facility has an anticipated operational life of 35 years or longer if properly maintained. At the end of operational life of the Facility, the Facility will be safely dismantled using conventional construction equipment, rather than being demolished or otherwise disposed of. 2.1 Temporary Erosion Control Temporary erosion and sedimentation control best management practices will be used during the decommissioning phase of the Facility. Control features will be regularly inspected during the decommissioning phase and removed at the end at the process. All decommissioning activities will conform with local and state regulations. Demolition debris shall be placed in temporary onsite storage area(s) pending final transportation and/or recycling according to the procedures listed below. Turning Point Energy – 999 18th Street, Suite 3000 – Denver, Colorado 80202 www.turningpoint-energy.com 2.2 Permits and Approvals It is anticipated a NPDES Permit from the Illinois Environmental Protection Agency (IEPA) and a SWPPP will be required. The proposed development area of the site does not contain waters of the United States. Mottled Sculpin (Cottus bairdii) may be within the vicinity of the proposed area, but the IDNR has evaluated the site and concluded adverse effects are unlikely; therefore consultation under I7 III. Adm. Code Part 1075 is terminated. Appropriate applications for permits will be submitted and approved prior to decommission activities. 2.3 Material Removal Process The decommission process will consist of the following general steps: 2.3.1 Facility shall be disconnected safely from the power grid and all equipment shall be switched to off position. 2.3.2 PV modules shall be disconnected, packaged and returned to manufacturer or appropriate facility for recycling, or resold for other project use. 2.3.3 Above and underground cabling shall be removed and sent to an appropriate recycling facility or sold for salvage value. 2.3.4 Inverters will be disconnected from racking and shipped intact to an approved electrical equipment recycler or appropriately disposed of. 2.3.5 Racking materials shall be dismantled, removed, and recycled off-site at an approved recycler, sold for scrap value, or appropriately disposed of. 2.3.6 Fencing will be dismantled, removed, and recycled off-site at an approved recycler, sold for scrap value, or appropriately disposed of. 2.3.7 Grade slabs will be broken and removed and appropriately disposed of in compliance with local and state regulations. 2.3.8 All remaining electrical and support equipment will be dismantled, decontaminated (if appropriate) and recycled, sold for scrap value, or disposed of. 2.4 PV Module Removal and Recycling Solar photovoltaic modules used in the Facility are manufactured within regulatory requirements for toxicity based on Toxicity Characteristic Leaching Procedure (TCLP). The sol ar panels are not considered as hazardous waste. The panels used in the Facility will contain silicon, glass, and aluminum, which have value for recycling. Solar panels have a warranty of 20 – 25 years and useful life of 35 – 50 years or longer. The most realistic outcome for solar modules is selling them for re use in other generation projects. Modules will be sold for re use or dismantled and packaged per manufacturer or approved recyclers specifications and shipped to an approved off-site approved recycler. Per the Health and Safety Impacts of Solar Photovoltaics White Paper by North Carolina State University, section 1.2.3 Panel End -of-Life Management, modules can be recycled at the time of decommissioning. Turning Point Energy – 999 18th Street, Suite 3000 – Denver, Colorado 80202 www.turningpoint-energy.com 2.5 Electric Wire Removal Electric wire made from copper or aluminum has scrap value for recycling. DC wiring can be removed manually from the panels to the inverter. Underground wire in the array of the array will be pulled and removed from the ground. Overhead cabling for the interconnection will be removed from poles. All wire will be sent to an approved recycling facility or sold for scrap value. 2.6 Electrical Equipment Removal Inverters, panels, transformers, switchgear and other electrical equipment will be dismantled, packaged, and removed from the site per manufacture’s specifications for removal, decontamination, disposal or recycling. Any dielectric fluids present in transformer, or other electric equipment will be removed, packaged and sent to an approved waste facility. 2.7 Racking and Fencing removal All Racking and fencing material will be broken down into manageable units and removed from facility and sent to an approved recycler or sold for scrap value. All racking posts driven into the ground will be pulled and removed. 2.8 Concrete Slab Removal Concrete slabs used as equipment pads will be broken and removed and appropriately disposed of in compliance with local and state regulations . Clean concrete will be crushed and disposed of off-site and or recycled and reused either on or off-site. 2.9 Roads Gravel from on-site access roads shall be removed and recycled. Once the gravel is removed, the soil below the access roads shall be scarified a depth of 18 -inches and blended as noted in the Site Restoration section below. 2.10 Landscaping Unless requested in writing to remain in place by the landowner, all vegetative landscaping and screening installed as part of the Project will be removed. Any weed control equipment used during the project, including weed-control fabrics or other ground covers shall be removed. Landscape areas will be restored as noted in the Site Restoration section below. Turning Point Energy – 999 18th Street, Suite 3000 – Denver, Colorado 80202 www.turningpoint-energy.com 2.11 Site Restoration Once removal of all Project equipment and landscaping is complete, all areas of the project site that are unvegetated or where vegetation was disturbed/removed as part of decommissioning shall be restored by the applicant. Restoration shall consist of applying additional topsoil, seed, and necessary fertilizer to ensure that adequate vegetation is established throughout the project site. Areas that exhibit compaction and/or rutting shall be scarified a depth of 18-inches prior to placement of topsoil and seed. The existence of drainage tile lines or underground utilities may necessitate less scarification depth. The Applicant is responsible for promptly repairing damage to drain tiles and other drainage systems that result from decommissioning. 2.12 Final Site Walkthrough A final site walkthrough will be conducted to remove debris and/or trash generated within the site during the decommissioning process and will include removal and proper disposal of any debris that may have been wind-blown to areas outside the immediate footprint of the Facility being removed. 3.0 Decommissioning Terms The Facility shall be decommissioned within 12 months of the end of the Facility’s operational life, but outside of the winter season. Per the requirements of the Illinois Department of Agriculture (IDOA), an Agricultural Impact Mitigation Agreement (AIMA) must be signed by the Facility owner and filed with the County Board (or local AHJ). The IDOA prepared the AIMA to help preserve the integrity of Agricultural Land that is impacted by the Construction and Decommission of a Commercial Solar Energy Facility. Per the AIMA, all solar panels shall be removed from the property and the land at completion of the decommissioning phase as described in this document, and expiration of site lease, the land will be returned to the ow ner in substantially the existing condition as of the date hereof. 4.0 Decommissioning Cost Estimate Kimley-Horn prepared the attached Decommissioning Estimate utilizing Industry Standard prices in 2023. Removal costs were determined using RS Means Cost Data. Removal costs include materials, contractor installation/demolition, and mobilization and demobilization. 5.0 Attachments • Decommission Cost Estimate Project Name: TPE, IL KE105, LLC Project Location: Yorkville Item Quantity Unit Unit Price Total Price Mobilization 1 LS $15,530 SWPPP, Erosion Control Measures 34 Ac $670.00 $22,780 Seeding 2.0 Ac $2,373.60 $4,747 Tilling 6" topsoil/scarifying access road and rough grading existing soil 1 Ac $16,199.58 $16,200 Remove and Recyle Chainlink Fence, 8' High 7,693 LF $5.30 $40,773 Remove Power Pole 6 EA $763.70 $4,582 Removal and Recycle AC Cables 135 LF $41.93 $5,661 Removal and Recycle DC Cables 222,109 LF $0.25 $55,527 Backfill AC and DC trenches 166,507 LF $0.30 $49,952 Remove and Recycle Inverters 1 EA $7,830.49 $7,830 Removed and Recycle Photovoltaic Modules 13,910 EA $5.40 $75,114 Remove and Recycle Piles (10' W6x7 piles @ 25' OC assumed )2,357 EA $5.04 $11,879 Remove and Recycle Support Assemblies 385,809 LB $0.04 $15,432 Subtotal:$328,648 Inflation (1.5%/year):$148,202 Total:$476,850 Notes: 4. Quantities were recorded on 06/06/2023. 2. Labor, material, and equipment rates are based on the RSMeans City Cost Index (CCI) for Joliet. Decommissioning Estimate Pro Forma w/o Salvage The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs. LS = Lump Sum, HR = Hours, EA = Each, LF = Linear Feet. 1. Equipment rental rates and labor productivity and unit rates were derived from RSMeans Online (Heavy Construction, 2023 data). 3. For PV Module Removal/Recycle labor and equipment costs are computed at present values. EXHIBIT C Wetland Delineation Report KE105 Solar Township of Bristol Kendall County, Illinois Prepared for: Turning Point Energy 3720 S Dahlia Street Denver, CO, 80237 Prepared by: Kimley-Horn and Associates, Inc. 570 Lake Cook Road, Suite 200 Deerfield, IL 60015 June 2023 DRAFT KE105 Solar | Wetland Delineation Report June 2023 | 1 Turning Point Energy Table of Contents 1 Introduction ....................................................................................................................................... 3 2 Project Description ............................................................................................................................ 3 3 Statement of Qualifications ................................................................................................................ 3 4 Regulatory Requirements .................................................................................................................. 4 4.1 State and Federal Regulations ................................................................................................. 4 4.2 Local Regulations ..................................................................................................................... 4 5 Mapping and Background Information ............................................................................................... 4 5.1 Topographic Map ..................................................................................................................... 5 5.2 National Wetlands Inventory ..................................................................................................... 5 5.3 National Hydrography Dataset .................................................................................................. 5 5.4 IDNR Public Waters ................................................................................................................. 5 5.5 Soil Survey ............................................................................................................................... 5 5.6 Federal Emergency Management Agency Floodplain ............................................................... 5 5.7 Aerial Photography Review ...................................................................................................... 5 5.8 Precipitation ............................................................................................................................. 6 6 Field Investigation ............................................................................................................................. 6 7 Summary of Results .......................................................................................................................... 7 8 Report Preparation ............................................................................................................................ 8 9 Conclusion ........................................................................................................................................ 8 10 Disclaimer ......................................................................................................................................... 8 References .............................................................................................................................................. 9 List of Tables Table 1: Wetland Delineation Summary ................................................................................................... 7 List of Figures Figure 1: Project Location Map Figure 2: USGS Topographic Map Figure 3: NWI , NHD, and LiDAR Map Figure 4. Hydric Soils Map Figure 5. FEMA Floodplain Map Figure 6. Delineation Summary Map KE105 Solar | Wetland Delineation Report June 2023 | 2 Turning Point Energy Appendices Appendix A: Hydric Soils Information Appendix B: Historic Aerial Review Appendix C: Precipitation Data Appendix D: Field Data Sheets Appendix E: Photos KE105 Solar | Wetland Delineation Report June 2023 | 3 Turning Point Energy 1 Introduction Wetland scientists Susan Mayer and Jack Tierney with Kimley-Horn and Associates, Inc. conducted a wetland investigation and field delineation for Turning Point Energy and the KE105 Solar Project in the township of Bristol, Kendall County, Illinois. The wetland investigation and delineation included Parcel ID 08-12-100-002 (the “study area”). The study area consists of an agricultural field and is shown on Figure 1. A routine level 2 (onsite) wetland delineation, as outlined in the 1987 Corps of Engineers Wetlands Delineation Manual (January 1987) and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Midwest Region (Version 2.0) (August 2010) occurred on May 23, 2023. The purpose of this delineation was to identify the extent of wetlands within the study area. The information will be used to facilitate project design and determine if aquatic resource impacts are avoidable and/or if minimization of impacts can result from design modifications. 2 Project Description Turning Point Energy is proposing a community scale solar development. The project will primarily consist of ground mounted solar panels, racking, associated electrical components, with security fencing and interior access roads. 3 Statement of Qualifications Kimley-Horn has extensive experience completing wetland investigations and delineations across the United States. Kimley-Horn’s personnel has been trained to use the 1987 Corps of Engineers Wetlands Delineation Manual (USACE, 1987) along with the applicable regional supplements. Kimley-Horn has experience completing off-site hydrology analysis, historic aerial reviews, and difficult or atypical situation delineations. Ashley Payne earned a Bachelor of Arts Degree in Environmental Biology from Saint Mary’s University of Minnesota. She is an environmental scientist with over 14 years of experience specializing in wetland services environmental documentation and assessments, and geographic information systems mapping and data collection. During the last 14 years, she has successfully completed hundreds of delineations for various types of projects. In the last seven years, Ashley’s primary focus has been the delineation of agricultural fields for future development. She is familiar with completing historic aerial reviews and off-site hydrology determinations which are required for delineation of farmed wetlands. Ashley has also obtained environmental permits for clients through efficient and thorough preparation of permit applications, and by coordinating with agency personnel. Ashley is a certified delineator in the state of Minnesota and her primary focus is environmental work in the Midwest. She has extensive experience working in Minnesota, Illinois, Wisconsin, Michigan, Iowa, and South Dakota. Susan Mayer earned a Bachelor of Science degree in Environmental Sciences, Policy, and Management from the University of Minnesota and has over four years of professional experience in environmental consulting. Susan specializes in wetland delineation, permitting, and geographic information systems management. She has led field teams in the delineation of hundreds of aquatic resources in agricultural fields, herbaceous land, and unmanaged forested areas for private sector clients. Susan has prepared permit applications and documentation for projects in Minnesota, South Dakota, Indiana, Illinois, and Iowa. She has extensive experience in GIS data management, research, development, and optimization for client deliverables and visualization. Jack Tierney holds a Bachelor of Arts in Environmental Studies from the Montana State University. Jack specializes in wetland delineations, GIS mapping, and threatened and endangered species due diligence. KE105 Solar | Wetland Delineation Report June 2023 | 4 Turning Point Energy He has completed delineations throughout the Midwest in roadway corridors, developed sites, and agricultural fields. Jack has experience in permitting, transit, and solar projects, and has completed wetland delineations for both public and private sector clients. 4 Regulatory Requirements A summary of the permit requirements that may pertain to the project is provided below. Any activity planned within areas identified as wetland must be coordinated with and approved by the appropriate agencies prior to commencement of such activities. 4.1 State and Federal Regulations The regulatory authority of the U.S. Army Corps of Engineers (USACE) covers Waters of the United States (WOTUS) in accordance with Section 404 of the Clean Water Act. Generally, the USACE reviews delineations to determine whether wetlands are jurisdictional (i.e., WOTUS). On December 30, 2022, the U.S. Environmental Protection Agency and Department of the Army (“the agencies”) announced the final “Revised Definition of ‘Waters of the United States’” rule. The rule took effect on March 20, 2023. Based on a preliminary federal injunction on April 12, 2023, the Revised Definition was revoked and the pre-2015 regulatory regime is in effect for 26 states. In Illinois, the 2023 Revised Definition of the Waters of the United States is in effect as of the date of this report. Based on the May 25, 2023 ruling of Sackett v. EPA (2023), the Clean Waters Act’s use of “waters” encompasses only relatively permanent, standing, or continuously flowing bodies, ordinarily called streams, oceans, rivers, and lakes. Wetlands qualify as WOTUS only if “indistinguishable from waters of the United States,” having a continuous surface connection to bodies that are waters of the United States in their own right, with no clear division between waters and wetlands. Section 10 of the Rivers and Harbors Act requires that regulated activities conducted below the ordinary high-water mark elevation of navigable Waters of the U.S. or mean high water mark for tidal waters be approved/permitted by the USACE. Regulated activities include the placement/removal of structures, work involving dredging, disposal of dredged material, filling, excavation, or any other disturbance of soils/sediments or modification of a navigable waterway. Navigable Waters of the U.S. are those waters that are subject to the ebb and flow of the tide shoreward to the mean high-water mark and/or are presently used or have been used in the past or may be susceptible to use to transport interstate or foreign commerce. At this time, Illinois does not regulate wetlands under Section 404, or require setback buffers for wetlands on private land. 4.2 Local Regulations At this time, based on publicly available information, the township of Bristol does not regulate wetlands or require setback buffers for wetlands. Kendall County does not require wetland setback buffers in agricultural areas. The City of Yorkville requires a minimum setback buffer of 30 feet for streams and wetlands. 5 Mapping and Background Information Prior to field reconnaissance, potential wetland areas within the project study areas were identified through a desktop review of United States Geological Survey (USGS) topographic maps, National Wetlands Inventory (NWI), National Hydrography Dataset (NHD), Illinois Department of Natural Resources (IDNR) Public Waters, LiDAR, the soil survey for Kendall County, Federal Emergency Management Agency (FEMA) Flood Insurance Rate Maps (FIRM), aerial photography (1993-2021), and antecedent precipitation for a location near the study area. The selected resources are described below: KE105 Solar | Wetland Delineation Report June 2023 | 5 Turning Point Energy 5.1 Topographic Map The Yorkville 7.5-minute USGS topographic map and LiDAR data from USGS were reviewed for the study area. According to the USGS topographic map (see Figure 2), the study area consists of undeveloped land. No wetlands are depicted in the study area. The LiDAR data depicts the study area sloping towards a swale located in the southwestern section of the study area. The study area ranges from 642 feet (above mean sea level) to 654 feet, see Figure 3. 5.2 National Wetlands Inventory NWI mapping, available from the U.S. Fish and Wildlife Service (USFWS) Wetland Mapper (updated in 2020), depicts potential wetland areas and waterbodies based on stereoscopic analysis of high altitude and aerial photographs and was reviewed for the study area. According to the NWI map, there are no wetlands in the study area, see Figure 3. 5.3 National Hydrography Dataset The NHD, available from USGS, depicts drainage networks and related features, including rivers, streams, canals, lakes, and ponds. The NHD dataset is not field verified. According to NHD mapping, there is one waterbody mapped in the southwestern section of the study area, see Figure 3. 5.4 IDNR Public Waters The IDNR Public Waters viewer depicts IDNR Public Waters. According to the Public Waters viewer, there are no Public Waters within the study area or the vicinity of the study area. 5.5 Soil Survey The Natural Resources Conservation Service’s (NRCS) Web Soil Survey for Kendall County was reviewed for the study area. According to the survey, there are eight soil mapping units within the study area which are generally silt loams. The majority of the study area is mapped with a non-hydric soils rating of zero percent. Minor components of the study area are mapped with a predominantly non-hydric soils rating of 3 percent, a predominantly hydric soils rating of 95 percent, or a hydric soils rating of 100 percent. Maps and information obtained from NRCS online web soil survey are included in Figure 4 and Appendix A. 5.6 Federal Emergency Management Agency Floodplain The FEMA FIRM was reviewed for the study area. According to FEMA, the study area is located in Zone X of panel 179093C0035H (effective January 1, 2014), which is outside the designated 100-year floodplain zones, see Figure 5. 5.7 Aerial Photography Review Aerial photography, acquired from Google Earth, was reviewed to identify the potential for wetlands across the study area. Twelve photos were reviewed between 1993 and 2021, available in Appendix B. These photos were used to determine the presence of wetland hydrology using industry accepted offsite hydrology analysis for areas showing crop stress or other potential wetland signatures. Each image was interpreted for the presence or lack of hydrologic indicators. Two Areas of Investigation (AOIs) were identified in the study area. AOI 1 and 2 both had wetland signatures in at least 30 percent of the historic aerials with normal precipitation conditions, met secondary hydrology indicators during the field delineation, and were delineated as Wetland 1 and Wetland 2, respectively. The AOIs are shown in Appendix B. KE105 Solar | Wetland Delineation Report June 2023 | 6 Turning Point Energy 5.8 Precipitation Precipitation data for the study area were obtained from the U.S. Army Corps of Engineers Antecedent Precipitation Tool. WETS (Wetlands) tables were reviewed for climate stations within the vicinity of the study area to determine the current hydrologic conditions for the study area and if those conditions are typical for this time of year. Ninety-day rolling precipitation levels leading up to the field review were compared to historical data. The data show that March and April months had wetter than normal precipitation levels and May had drier than normal precipitation levels. In summary, the field visit constituted normal precipitation conditions. This information is included in Appendix C. 6 Field Investigation A routine level 2 (onsite) wetland delineation, as outlined in the 1987 Corps of Engineers Wetlands Delineation Manual (January 1987) along with the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Midwest Region (Version 2.0) (August 2010) occurred on May 23, 2023. During the onsite delineation, vegetation, soils, and current hydrologic characteristics were evaluated at each wetland area and area of investigation identified within the study area. Wetland boundaries were digitally recorded with a Geode GPS with sub-meter accuracy until one or more of the three criteria were no longer present. The sample point locations, wetland boundaries, and aquatic resources are shown in Figure 6. In addition to wetlands that were investigated and delineated, non-wetland aquatic features were sought but none were delineated. Non-wetland aquatic features are defined based on the observation of the following characteristics: • Flow o Perennial: contains water at all times of the year except during extreme drought o Intermittent: contains water occasionally or seasonally o Ephemeral: contains water only during and immediately after periods of rainfall or snowmelt • Ordinary High Water Mark (OHWM): The limit line on the shore established by the fluctuation of the water surface. It is shown by such things as a clear line impressed on the bank, shelving, changes in soil character, destruction of terrestrial vegetation, the presence of litter and debris, or other features influenced by the surrounding area • Bank Shape o Undercut: banks that overhang the stream channel o Steep: bank slope of approximately greater than 30 degrees o Gradual: bank slope of approximately 30 degrees or less Paired wetland and upland sample points were completed for all observed wetlands. Historic aerials were reviewed for sample points taken in agricultural fields (see Section 5.7 and Appendix B). The field data sheets are included in Appendix D. Study area photos can be found in Appendix E. KE105 Solar | Wetland Delineation Report June 2023 | 7 Turning Point Energy 7 Summary of Results Table 1: Wetland Delineation Summary Resource ID Wetland Plant Community Cowardin Classification 1 Size (acres)2 NWI? Hydric Soils?3 Photo ID Associated Sample Points NOTES Regulatory Status 4 Wetlands Wetland 1 Seasonally Flooded Basin PEM1Af 1.43 ac N/A Yes Photos 2,3,4 SP-1 (Wet) SP-2 (Up) Wetland located in depression in the southwestern portion of the study area. The wetland collects runoff from the surrounding landscape. The wetland boundary was based on the change in topography, presence of hydric soil, and historic aerials. The resource appears to be isolated from other aquatic resources. USACE Non- Jurisdictional: does not connect via a significant nexus or directly abut a Traditionally Navigable Water (TNW). Wetland 2 Seasonally Flooded Basin PEM1Af 0.30 ac N/A Yes Photos 5,6,7 SP-3 (Wet) SP-2 (Up) Wetland located in depression in the south- central portion of the study area. The wetland collects runoff from the surrounding upslope landscap e. The wetland boundary was based on the change in topography, presence of hydric soil, and historic aerials. The resource appears to be isolated from other aquatic resources. USACE Non- Jurisdictional: does not connect via a significant nexus or directly abut a TNW. 1 The Cowardin Classification System codes are found here: https://www.fws.gov/wetlands/documents/Wetlands-and-Deepwater-Habitats-Classification-chart.pdf 2 Size of wetland features and additional areas investigated provided in acres within the study area. 3 Areas identified as hydric contain partially hydric soils (equal to or greater than 33% of soil component) mapped within the resource area. 4 Regulatory Status is based on best professional judgment and has not been verified with agency staff. KE105 Solar | Wetland Delineation Report June 2023 | 8 Turning Point Energy 8 Report Preparation The procedures followed for this wetland delineation are in accordance with the Corps of Engineers Wetlands Delineation Manual and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Midwest Region (Version 2.0) (August 2010). This report describes study area conditions for a specific date in time and is generally valid for a period of five years from the date of the final field investigation and delineation, which was May 23, 2023. 9 Conclusion The field delineation identified two wetlands within the study area. Each of the delineated resources is described in Table 1. The two wetlands are not anticipated to be regulated by the USACE. 10 Disclaimer Kimley-Horn has prepared this document based on limited field observations and our interpretation, as scientists, of applicable regulations and agency guidance. While Kimley-Horn believes our interpretation to be accurate, final authority to interpret the regulations lies with the appropriate regulatory agencies. Regulatory agencies occasionally issue guidance that changes the interpretation of published regulations. Guidance issued after the date of this report has the potential to invalidate our conclusions and/or recommendations and may cause a need to reevaluate our conclusions and/or recommendations. Because Kimley-Horn has no regulatory authority, the Client understands that proceeding based solely upon this document does not protect the Client from potential sanction or fines from the applicable regulatory agencies. The Client acknowledges that they have the opportunity to submit documentation to the regulatory agencies for concurrence prior to proceeding with any work. If the Client elects not to do so, then the Client proceeds at their sole risk. KE105 Solar | Wetland Delineation Report June 2023 | 9 Turning Point Energy References City of Yorkville. City Code of the United City of Yorkville. Available at https://www.yorkville.il.us/DocumentCenter/View/336/Wetland-Protection-Regulations-PDF?bidId=, accessed June 2023 Federal Emergency Management Agency. Flood Insurance Rate Maps. Available at https://hazards- fema.maps.arcgis.com/apps/webappviewer/index.html?id=8b0adb51996444d4879338b5529aa9cd, accessed June 2023. Illinois Department of Natural Resources. Public Waters. Available at https://idnr.maps.arcgis.com/apps/webappviewer/index.html?id=b64decfb69504164a46badb2841ebb 11, accessed June 2023. Kendall County. Zoning Ordinance. Available at https://www.kendallcountyil.gov/home/showpublisheddocument/18655/637813130940500000 accessed June 2023 Natural Resources Conservation Service, U.S. Department of Agriculture. Web Soil Survey. Available at http://websoilsurvey.nrcs.usda.gov, accessed June 2023. NearMap US Inc., MapBrowser. Available at https://www.nearmap.com/us/en, accessed June 2023. U.S. Army Corps of Engineers. Antecedent Precipitation Tool. Available at https://www.epa.gov/wotus/antecedent-precipitation-tool-apt, accessed June 2023. U.S. Army Corps of Engineers. Corps of Engineers Wetlands Delineation Manual. Technical Report Y-87- 1. January 1987. Available at http://www.mvp.usace.army.mil/Portals/57/docs/regulatory/RegulatoryDocs/1987%20Manual.pdf. U.S. Army Corps of Engineers. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Midwest Region (Version 2.0) (August 2010). Available at http://www.usace.army.mil/Missions/Civil-Works/Regulatory-Program-and-Permits/reg_supp/. U.S. Fish and Wildlife Service. Wetlands Online Mapper. National Wetland Inventory mapping. Available at http://www.fws.gov/wetlands/Data/Mapper.html, accessed June 2023. U.S. Geological Survey. LiDAR Data. Acquired via The National Map, accessed June 2023. U.S. Geological Survey. National Hydrography Dataset. Acquired via The National Map at https://apps.nationalmap.gov/downloader/#/, accessed June 2023. U.S. Geological Survey. Topographic Map. Accessed via ESRI at http://www.arcgis.com/home/item.html?id=30e5fe3149c34df1ba922e6f5bbf808f and via Topo View at https://ngmdb.usgs.gov/topoview/viewer/#4/40.01/-100.06, accessed June 2023. Figures Legend D Study Area :_ :_ 1 FIRM Panels FEMA 100-Year Floodplain DAE 0 700 1,400 Kimley>>>Horn •--=== US Feet N A Figure 5. FEMA 100-Year Floodplain Map Bristol Township, Kendall County Turning Point Energy Appendix A: Hydric Soils Information Hydric Rating by Map Unit—Kendall County, Illinois (KE105_STUDYAREA_07072022) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/21/2023 Page 1 of 546160004616100461620046163004616400461650046166004616700461590046160004616100461620046163004616400461650046166004616700381200381300381400381500381600381700381800381900382000382100382200382300382400 381200 381300 381400 381500 381600 381700 381800 381900 382000 382100 382200 382300 382400 41° 41' 37'' N 88° 25' 42'' W41° 41' 37'' N88° 24' 46'' W41° 41' 9'' N 88° 25' 42'' W41° 41' 9'' N 88° 24' 46'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84 0 250 500 1000 1500 Feet 0 50 100 200 300 Meters Map Scale: 1:5,970 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons Hydric (100%) Hydric (66 to 99%) Hydric (33 to 65%) Hydric (1 to 32%) Not Hydric (0%) Not rated or not available Soil Rating Lines Hydric (100%) Hydric (66 to 99%) Hydric (33 to 65%) Hydric (1 to 32%) Not Hydric (0%) Not rated or not available Soil Rating Points Hydric (100%) Hydric (66 to 99%) Hydric (33 to 65%) Hydric (1 to 32%) Not Hydric (0%) Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:12,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Kendall County, Illinois Survey Area Data: Version 19, Aug 31, 2022 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 3, 2019—Aug 24, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydric Rating by Map Unit—Kendall County, Illinois (KE105_STUDYAREA_07072022) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/21/2023 Page 2 of 5 Hydric Rating by Map Unit Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 149A Brenton silt loam, 0 to 2 percent slopes 3 0.6 1.2% 206A Thorp silt loam, 0 to 2 percent slopes 95 5.5 10.2% 318C2 Lorenzo loam, 4 to 6 percent slopes, eroded 0 0.4 0.7% 325A Dresden silt loam, 0 to 2 percent slopes 0 6.0 11.1% 325B Dresden silt loam, 2 to 4 percent slopes 0 14.9 27.6% 330A Peotone silty clay loam, 0 to 2 percent slopes 100 1.7 3.1% 369A Waupecan silt loam, 0 to 2 percent slopes 0 12.3 22.8% 791A Rush silt loam, 0 to 2 percent slopes 0 12.7 23.5% Totals for Area of Interest 54.0 100.0% Hydric Rating by Map Unit—Kendall County, Illinois KE105_STUDYAREA_07072022 Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/21/2023 Page 3 of 5 Description This rating indicates the percentage of map units that meets the criteria for hydric soils. Map units are composed of one or more map unit components or soil types, each of which is rated as hydric soil or not hydric. Map units that are made up dominantly of hydric soils may have small areas of minor nonhydric components in the higher positions on the landform, and map units that are made up dominantly of nonhydric soils may have small areas of minor hydric components in the lower positions on the landform. Each map unit is rated based on its respective components and the percentage of each component within the map unit. The thematic map is color coded based on the composition of hydric components. The five color classes are separated as 100 percent hydric components, 66 to 99 percent hydric components, 33 to 65 percent hydric components, 1 to 32 percent hydric components, and less than one percent hydric components. In Web Soil Survey, the Summary by Map Unit table that is displayed below the map pane contains a column named 'Rating'. In this column the percentage of each map unit that is classified as hydric is displayed. Hydric soils are defined by the National Technical Committee for Hydric Soils (NTCHS) as soils that formed under conditions of saturation, flooding, or ponding long enough during the growing season to develop anaerobic conditions in the upper part (Federal Register, 1994). Under natural conditions, these soils are either saturated or inundated long enough during the growing season to support the growth and reproduction of hydrophytic vegetation. The NTCHS definition identifies general soil properties that are associated with wetness. In order to determine whether a specific soil is a hydric soil or nonhydric soil, however, more specific information, such as information about the depth and duration of the water table, is needed. Thus, criteria that identify those estimated soil properties unique to hydric soils have been established (Federal Register, 2002). These criteria are used to identify map unit components that normally are associated with wetlands. The criteria used are selected estimated soil properties that are described in "Soil Taxonomy" (Soil Survey Staff, 1999) and "Keys to Soil Taxonomy" (Soil Survey Staff, 2006) and in the "Soil Survey Manual" (Soil Survey Division Staff, 1993). If soils are wet enough for a long enough period of time to be considered hydric, they should exhibit certain properties that can be easily observed in the field. These visible properties are indicators of hydric soils. The indicators used to make onsite determinations of hydric soils are specified in "Field Indicators of Hydric Soils in the United States" (Hurt and Vasilas, 2006). References: Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hydric Rating by Map Unit—Kendall County, Illinois KE105_STUDYAREA_07072022 Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/21/2023 Page 4 of 5 Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service. U.S. Department of Agriculture Handbook 436. Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. Rating Options Aggregation Method: Percent Present Component Percent Cutoff: None Specified Tie-break Rule: Lower Hydric Rating by Map Unit—Kendall County, Illinois KE105_STUDYAREA_07072022 Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/21/2023 Page 5 of 5 Appendix B: Historic Aerial Review Historic Aerial Review* Date Image Taken Climate Condition***1 2 3/29/1993 Normal SS SS 4/4/1998 Wetter than Normal SS NSS 2/28/2002 Normal NSS NSS 4/2/2005 Wetter than Normal SS NSS 4/30/2008 Normal SW NSS 6/30/2010 Wetter than Normal SW/WS/CS CS 3/12/2012 Normal SS NSS 9/20/2015 Normal CS CS/DO 4/7/2017 Normal SS NSS 7/24/2018 Wetter than Normal NC/WS NV 10/8/2019 Normal SW/NC CS/DO 5/29/2021 Drier than Normal SS NSS 7 7 6 3 86%43% Y Y N N Y Y Y Y Wetland Present?Y Y Wetland Number 1 2 *Methodology for determining the presence of wetland explained in Guidance for Offsite Hydrology/ Wetland Determinations from Minnesota Board of Water and Soil Resources (BWSR) and St Paul District Corps of Engineers (July 1, 2016) **CS = Crop Stress, NC = Not Cropped, SS = Soil Wetness Signature, SW = Standing Water, AP = Altered Pattern, NV = Normal Vegetative Cover, DO= Drowned Out ***Climate condition based on USACE APT 90-day rolling precipitation total for wetland hydrology determination for the given photo date. Methodology is described in report. Image Interpretation** (Area of Investigation) Has wetland signature in 30% or more in normal years? Identified on NWI Hydrology indicators observed during field review? Number of normal years Number of normal years with wet signatures Percent of normal years with wet signatures Hydric Soils present 10 10 Hunt St NCannonballTrlBu rli ngton N o r t h e rn & S a n t a F e 10 Cross StDivision StGroveStSouth S t Plum St Oa k St Bristo l Ridge R d Burlingt on N orthern & S anta F e N RoyalOa ks Dr Bris t o l Ri d g e R d Esri Community Maps Contributors, © OpenStreetMap, Microsoft, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, County of Will, Maxar, Microsoft ¯0 250 500 US Feet Historic Aerial Map (March 1993) Bristol Township, Kendall County Turning Point Energy Legend Study Area Aerial Image Courtesy of Google Earth 10 10 Hunt St NCannonballTrlBu rli ngton N o r t h e rn & S a n t a F e 10 Cross StDivision StGroveStSouth S t Plum St Oa k St Bristo l Ridge R d Burlingt on N orthern & S anta F e N RoyalOa ks Dr Bris t o l Ri d g e R d County of Will, Maxar, Esri Community Maps Contributors, © OpenStreetMap, Microsoft, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA ¯0 250 500 US Feet Historic Aerial Map (April 1998) Bristol Township, Kendall County Turning Point Energy Legend Study Area Aerial Image Courtesy of Google Earth 10 10 Hunt St NCannonballTrlBu rli ngton N o r t h e rn & S a n t a F e 10 Cross StDivision StGroveStSouth S t Plum St Oa k St Bristo l Ridge R d Burlingt on N orthern & S anta F e N RoyalOa ks Dr Bris t o l Ri d g e R d Esri Community Maps Contributors, © OpenStreetMap, Microsoft, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, County of Will, Maxar, Microsoft ¯0 250 500 US Feet Historic Aerial Map (February 2002) Bristol Township, Kendall County Turning Point Energy Legend Study Area Aerial Image Courtesy of Google Earth 10 10 Hunt St NCannonballTrlBu rli ngton N o r t h e rn & S a n t a F e 10 Cross StDivision StGroveStSouth S t Plum St Oa k St Bristo l Ridge R d Burlingt on N orthern & S anta F e N RoyalOa ks Dr Bris t o l Ri d g e R d Esri Community Maps Contributors, © OpenStreetMap, Microsoft, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, County of Will, Maxar, Microsoft ¯0 250 500 US Feet Historic Aerial Map (April 2005) Bristol Township, Kendall County Turning Point Energy Legend Study Area Aerial Image Courtesy of Google Earth 10 10 Hunt St NCannonballTrlBu rli ngton N o r t h e rn & S a n t a F e 10 Cross StDivision StGroveStSouth S t Plum St Oa k St Bristo l Ridge R d Burlingt on N orthern & S anta F e N RoyalOa ks Dr Bris t o l Ri d g e R d County of Will, Maxar, Esri Community Maps Contributors, © OpenStreetMap, Microsoft, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA ¯0 250 500 US Feet Historic Aerial Map (April 2008) Bristol Township, Kendall County Turning Point Energy Legend Study Area Aerial Image Courtesy of Google Earth 10 10 Hunt St NCannonballTrlBu rli ngton N o r t h e rn & S a n t a F e 10 Cross StDivision StGroveStSouth S t Plum St Oa k St Bristo l Ridge R d Burlingt on N orthern & S anta F e N RoyalOa ks Dr Bris t o l Ri d g e R d County of Will, Maxar, Esri Community Maps Contributors, © OpenStreetMap, Microsoft, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA ¯0 250 500 US Feet Historic Aerial Map (June 2010) Bristol Township, Kendall County Turning Point Energy Legend Study Area Aerial Image Courtesy of Google Earth 10 10 Hunt St NCannonballTrlBu rli ngton N o r t h e rn & S a n t a F e 10 Cross StDivision StGroveStSouth S t Plum St Oa k St Bristo l Ridge R d Burlingt on N orthern & S anta F e N RoyalOa ks Dr Bris t o l Ri d g e R d County of Will, Maxar, Esri Community Maps Contributors, © OpenStreetMap, Microsoft, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA ¯0 250 500 US Feet Historic Aerial Map (March 2012) Bristol Township, Kendall County Turning Point Energy Legend Study Area Aerial Image Courtesy of Google Earth 10 10 Hunt St NCannonballTrlBu rli ngton N o r t h e rn & S a n t a F e 10 Cross StDivision StGroveStSouth S t Plum St Oa k St Bristo l Ridge R d Burlingt on N orthern & S anta F e N RoyalOa ks Dr Bris t o l Ri d g e R d County of Will, Maxar, Esri Community Maps Contributors, © OpenStreetMap, Microsoft, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA ¯0 250 500 US Feet Historic Aerial Map (September 2015) Bristol Township, Kendall County Turning Point Energy Legend Study Area Aerial Image Courtesy of Google Earth 10 10 Hunt St NCannonballTrlBu rli ngton N o r t h e rn & S a n t a F e 10 Cross StDivision StGroveStSouth S t Plum St Oa k St Bristo l Ridge R d Burlingt on N orthern & S anta F e N RoyalOa ks Dr Bris t o l Ri d g e R d Esri Community Maps Contributors, © OpenStreetMap, Microsoft, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, County of Will, Maxar, Microsoft ¯0 250 500 US Feet Historic Aerial Map (April 2017) Bristol Township, Kendall County Turning Point Energy Legend Study Area Aerial Image Courtesy of Google Earth 10 10 Hunt St NCannonballTrlBu rli ngton N o r t h e rn & S a n t a F e 10 Cross StDivision StGroveStSouth S t Plum St Oa k St Bristo l Ridge R d Burlingt on N orthern & S anta F e N RoyalOa ks Dr Bris t o l Ri d g e R d Esri Community Maps Contributors, © OpenStreetMap, Microsoft, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, County of Will, Maxar, Microsoft ¯0 250 500 US Feet Historic Aerial Map (July 2018) Bristol Township, Kendall County Turning Point Energy Legend Study Area Aerial Image Courtesy of Google Earth 10 10 Hunt St NCannonballTrlBu rli ngton N o r t h e rn & S a n t a F e 10 Cross StDivision StGroveStSouth S t Plum St Oa k St Bristo l Ridge R d Burlingt on N orthern & S anta F e N RoyalOa ks Dr Bris t o l Ri d g e R d Esri Community Maps Contributors, © OpenStreetMap, Microsoft, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, County of Will, Maxar, Microsoft ¯0 250 500 US Feet Historic Aerial Map (October 2019) Bristol Township, Kendall County Turning Point Energy Legend Study Area Aerial Image Courtesy of Google Earth 10 10 Hunt St NCannonballTrlBu rli ngton N o r t h e rn & S a n t a F e 10 Cross StDivision StGroveStSouth S t Plum St Oa k St Bristo l Ridge R d Burlingt on N orthern & S anta F e N RoyalOa ks Dr Bris t o l Ri d g e R d County of Will, Maxar, Esri Community Maps Contributors, © OpenStreetMap, Microsoft, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA ¯0 250 500 US Feet Historic Aerial Map (May 2021) Bristol Township, Kendall County Turning Point Energy Legend Study Area Aerial Image Courtesy of Google Earth Appendix C: Precipitation Data Sep 1992 Oct 1992 Nov 1992 Dec 1992 Jan 1993 Feb 1993 Mar 1993 Apr 1993 May 1993 Jun 1993 Jul 1993 Aug 1993 0 2 4 6 8 10 Rainfall (Inches)1993-03-29 1993-02-27 1993-01-28 Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network Daily Total 30-Day Rolling Total 30-Year Normal Range 30 Days Ending 30th %ile (in)70th %ile (in)Observed (in)Wetness Condition Condition Value Month Weight Product 1993-03-29 1.522047 3.047244 2.610236 Normal 2 3 6 1993-02-27 1.030709 1.676772 1.090551 Normal 2 2 4 1993-01-28 1.133465 1.997244 2.358268 Wet 3 1 3 Result Normal Conditions - 13 Coordinates 41.690233, -88.420767 Observation Date 1993-03-29 Elevation (ft)649.67 Drought Index (PDSI)Moderate wetness WebWIMP H2O Balance Wet Season Weather Station Name Coordinates Elevation (ft)Distance (mi)Elevation Weighted Days Normal Days Antecedent AURORA 41.7803, -88.3092 660.105 8.474 10.435 3.902 11036 58 WHEATON 3 SE 41.8128, -88.0728 680.118 12.382 20.013 5.82 286 32 ELGIN 42.0628, -88.2861 763.123 19.555 103.018 10.814 31 0 Sep 1997 Oct 1997 Nov 1997 Dec 1997 Jan 1998 Feb 1998 Mar 1998 Apr 1998 May 1998 Jun 1998 Jul 1998 Aug 1998 0 1 2 3 4 5 6 7 Rainfall (Inches)1998-04-04 1998-03-05 1998-02-03 Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network Daily Total 30-Day Rolling Total 30-Year Normal Range 30 Days Ending 30th %ile (in)70th %ile (in)Observed (in)Wetness Condition Condition Value Month Weight Product 1998-04-04 1.775197 3.332677 3.527559 Wet 3 3 9 1998-03-05 1.035827 1.964567 1.889764 Normal 2 2 4 1998-02-03 0.872047 1.696063 2.515748 Wet 3 1 3 Result Wetter than Normal - 16 Coordinates 41.690233, -88.420767 Observation Date 1998-04-04 Elevation (ft)649.67 Drought Index (PDSI)Mild wetness WebWIMP H2O Balance Wet Season Weather Station Name Coordinates Elevation (ft)Distance (mi)Elevation Weighted Days Normal Days Antecedent AURORA 41.7803, -88.3092 660.105 8.474 10.435 3.902 10994 90 CHANNAHON DRESDEN ISL DAM 41.3978, -88.2819 504.921 21.443 144.749 12.753 329 0 DE KALB 41.9342, -88.7756 873.032 24.861 223.362 16.74 30 0 Aug 2001 Sep 2001 Oct 2001 Nov 2001 Dec 2001 Jan 2002 Feb 2002 Mar 2002 Apr 2002 May 2002 Jun 2002 Jul 2002 0 2 4 6 8 10 Rainfall (Inches)2002-02-28 2002-01-29 2001-12-30 Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network Daily Total 30-Day Rolling Total 30-Year Normal Range 30 Days Ending 30th %ile (in)70th %ile (in)Observed (in)Wetness Condition Condition Value Month Weight Product 2002-02-28 1.075197 1.798425 2.149606 Wet 3 3 9 2002-01-29 1.108661 2.138583 0.562992 Dry 1 2 2 2001-12-30 1.373228 2.637795 1.330709 Dry 1 1 1 Result Normal Conditions - 12 Coordinates 41.690233, -88.420767 Observation Date 2002-02-28 Elevation (ft)649.67 Drought Index (PDSI)Mild wetness WebWIMP H2O Balance Wet Season Weather Station Name Coordinates Elevation (ft)Distance (mi)Elevation Weighted Days Normal Days Antecedent WESTMONT 1.1 SSW 41.7825, -87.985 753.937 23.354 104.267 12.944 1 0 MOKENA 3.4 WNW 41.5545, -87.9339 681.102 26.838 31.432 12.921 1 0 AURORA 41.7803, -88.3092 660.105 8.474 10.435 3.902 10988 90 CHANNAHON DRESDEN ISL DAM 41.3978, -88.2819 504.921 21.443 144.749 12.753 333 0 DE KALB 41.9342, -88.7756 873.032 24.861 223.362 16.74 30 0 Sep 2004 Oct 2004 Nov 2004 Dec 2004 Jan 2005 Feb 2005 Mar 2005 Apr 2005 May 2005 Jun 2005 Jul 2005 Aug 2005 0 1 2 3 4 5 6 Rainfall (Inches)2005-04-02 2005-03-03 2005-02-01 Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network Daily Total 30-Day Rolling Total 30-Year Normal Range 30 Days Ending 30th %ile (in)70th %ile (in)Observed (in)Wetness Condition Condition Value Month Weight Product 2005-04-02 1.337402 2.884646 1.586614 Normal 2 3 6 2005-03-03 1.124803 2.316536 2.818898 Wet 3 2 6 2005-02-01 0.884252 1.982677 3.511811 Wet 3 1 3 Result Wetter than Normal - 15 Coordinates 41.690233, -88.420767 Observation Date 2005-04-02 Elevation (ft)649.67 Drought Index (PDSI)Mild drought WebWIMP H2O Balance Wet Season Weather Station Name Coordinates Elevation (ft)Distance (mi)Elevation Weighted Days Normal Days Antecedent DE KALB 3.2 WNW 41.9441, -88.8108 892.06 26.665 242.39 18.463 1 0 EARLVILLE 4.8 NNE 41.6538, -88.8929 729.003 24.497 79.333 12.967 1 0 WESTMONT 1.1 SSW 41.7825, -87.985 753.937 23.354 104.267 12.944 1 0 NEW LENOX 2.9 ENE 41.5303, -87.9296 694.882 27.675 45.212 13.705 1 0 MOKENA 3.4 WNW 41.5545, -87.9339 681.102 26.838 31.432 12.921 1 0 AURORA 41.7803, -88.3092 660.105 8.474 10.435 3.902 10984 90 CHANNAHON DRESDEN ISL DAM 41.3978, -88.2819 504.921 21.443 144.749 12.753 334 0 DE KALB 41.9342, -88.7756 873.032 24.861 223.362 16.74 30 0 Oct 2007 Nov 2007 Dec 2007 Jan 2008 Feb 2008 Mar 2008 Apr 2008 May 2008 Jun 2008 Jul 2008 Aug 2008 Sep 2008 0 2 4 6 8 10 12 Rainfall (Inches)2008-04-30 2008-03-31 2008-03-01 Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network Daily Total 30-Day Rolling Total 30-Year Normal Range 30 Days Ending 30th %ile (in)70th %ile (in)Observed (in)Wetness Condition Condition Value Month Weight Product 2008-04-30 2.573228 4.769291 4.759843 Normal 2 3 6 2008-03-31 1.325984 3.031496 1.771654 Normal 2 2 4 2008-03-01 0.91378 1.87874 4.346457 Wet 3 1 3 Result Normal Conditions - 13 Coordinates 41.690233, -88.420767 Observation Date 2008-04-30 Elevation (ft)649.67 Drought Index (PDSI)Moderate wetness WebWIMP H2O Balance Wet Season Weather Station Name Coordinates Elevation (ft)Distance (mi)Elevation Weighted Days Normal Days Antecedent BARTLETT 1.9 NNW 42.0037, -88.2206 810.039 23.984 160.369 14.639 195 79 LA GRANGE 0.5 NNE 41.8149, -87.8696 649.934 29.687 0.264 13.367 7 0 STREAMWOOD 1.1 NNE 42.0355, -88.1651 807.087 27.243 157.417 16.548 0 9 HOFFMAN ESTATES 2.1 SE 42.0455, -88.1072 824.147 29.374 174.477 18.343 9 0 PALOS PARK 1.3 SW 41.6528, -87.8631 702.1 28.897 52.43 14.519 10 2 STREAMWOOD 1.1 SW 42.01, -88.19 813.976 25.084 164.306 15.409 13 0 DE KALB 0.8 SSW 41.9206, -88.7584 895.997 23.574 246.327 16.415 32 0 DE KALB 3.2 WNW 41.9441, -88.8108 892.06 26.665 242.39 18.463 1 0 EARLVILLE 4.8 NNE 41.6538, -88.8929 729.003 24.497 79.333 12.967 1 0 GLENDALE HEIGHTS 0.7 NNE 41.9296, -88.0751 780.84 24.299 131.17 14.122 1 0 WESTMONT 1.1 SSW 41.7825, -87.985 753.937 23.354 104.267 12.944 1 0 CARBON HILL 3.1 N 41.3414, -88.2981 524.934 24.924 124.736 14.325 68 0 NEW LENOX 2.9 ENE 41.5303, -87.9296 694.882 27.675 45.212 13.705 1 0 MOKENA 3.4 WNW 41.5545, -87.9339 681.102 26.838 31.432 12.921 1 0 AURORA 41.7803, -88.3092 660.105 8.474 10.435 3.902 10684 0 CHANNAHON DRESDEN ISL DAM 41.3978, -88.2819 504.921 21.443 144.749 12.753 298 0 DE KALB 41.9342, -88.7756 873.032 24.861 223.362 16.74 30 0 Normal - 13 Dec 2009 Jan 2010 Feb 2010 Mar 2010 Apr 2010 May 2010 Jun 2010 Jul 2010 Aug 2010 Sep 2010 Oct 2010 Nov 2010 0 2 4 6 8 Rainfall (Inches)2010-06-30 2010-05-31 2010-05-01 Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network Daily Total 30-Day Rolling Total 30-Year Normal Range 30 Days Ending 30th %ile (in)70th %ile (in)Observed (in)Wetness Condition Condition Value Month Weight Product 2010-06-30 3.002756 5.417323 5.834646 Wet 3 3 9 2010-05-31 2.685433 4.343307 6.350394 Wet 3 2 6 2010-05-01 3.027953 4.549213 3.232284 Normal 2 1 2 Result Wetter than Normal - 17 Coordinates 41.690233, -88.420767 Observation Date 2010-06-30 Elevation (ft)649.67 Drought Index (PDSI)Severe wetness WebWIMP H2O Balance Dry Season Weather Station Name Coordinates Elevation (ft)Distance (mi)Elevation Weighted Days Normal Days Antecedent BARTLETT 1.9 NNW 42.0037, -88.2206 810.039 23.984 160.369 14.639 454 0 LA GRANGE 0.5 NNE 41.8149, -87.8696 649.934 29.687 0.264 13.367 7 0 STREAMWOOD 1.1 NNE 42.0355, -88.1651 807.087 27.243 157.417 16.548 136 0 HOFFMAN ESTATES 2.1 SE 42.0455, -88.1072 824.147 29.374 174.477 18.343 49 67 PALOS PARK 1.3 SW 41.6528, -87.8631 702.1 28.897 52.43 14.519 181 0 STREAMWOOD 1.1 SW 42.01, -88.19 813.976 25.084 164.306 15.409 138 23 DE KALB 0.8 SSW 41.9206, -88.7584 895.997 23.574 246.327 16.415 32 0 DE KALB 3.2 WNW 41.9441, -88.8108 892.06 26.665 242.39 18.463 1 0 EARLVILLE 4.8 NNE 41.6538, -88.8929 729.003 24.497 79.333 12.967 1 0 GLENDALE HEIGHTS 0.7 NNE 41.9296, -88.0751 780.84 24.299 131.17 14.122 1 0 WESTMONT 1.1 SSW 41.7825, -87.985 753.937 23.354 104.267 12.944 1 0 CARBON HILL 3.1 N 41.3414, -88.2981 524.934 24.924 124.736 14.325 68 0 NEW LENOX 2.9 ENE 41.5303, -87.9296 694.882 27.675 45.212 13.705 1 0 MOKENA 3.4 WNW 41.5545, -87.9339 681.102 26.838 31.432 12.921 1 0 AURORA 41.7803, -88.3092 660.105 8.474 10.435 3.902 9954 0 CHANNAHON DRESDEN ISL DAM 41.3978, -88.2819 504.921 21.443 144.749 12.753 298 0 DE KALB 41.9342, -88.7756 873.032 24.861 223.362 16.74 30 0 Wetter than Normal - 17 Aug 2011 Sep 2011 Oct 2011 Nov 2011 Dec 2011 Jan 2012 Feb 2012 Mar 2012 Apr 2012 May 2012 Jun 2012 Jul 2012 0 2 4 6 8 10 12 14 Rainfall (Inches)2012-03-12 2012-02-11 2012-01-12 Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network Daily Total 30-Day Rolling Total 30-Year Normal Range 30 Days Ending 30th %ile (in)70th %ile (in)Observed (in)Wetness Condition Condition Value Month Weight Product 2012-03-12 1.454331 2.370866 2.15748 Normal 2 3 6 2012-02-11 0.756693 1.732284 1.807087 Wet 3 2 6 2012-01-12 0.969291 2.464567 2.314961 Normal 2 1 2 Result Normal Conditions - 14 Coordinates 41.690233, -88.420767 Observation Date 2012-03-12 Elevation (ft)649.67 Drought Index (PDSI)Incipient drought WebWIMP H2O Balance Wet Season Weather Station Name Coordinates Elevation (ft)Distance (mi)Elevation Weighted Days Normal Days Antecedent BARTLETT 1.9 NNW 42.0037, -88.2206 810.039 23.984 160.369 14.639 454 0 LA GRANGE 0.5 NNE 41.8149, -87.8696 649.934 29.687 0.264 13.367 7 11 STREAMWOOD 1.1 NNE 42.0355, -88.1651 807.087 27.243 157.417 16.548 136 0 HOFFMAN ESTATES 2.1 SE 42.0455, -88.1072 824.147 29.374 174.477 18.343 116 0 PALOS PARK 1.3 SW 41.6528, -87.8631 702.1 28.897 52.43 14.519 181 0 STREAMWOOD 1.1 SW 42.01, -88.19 813.976 25.084 164.306 15.409 579 0 ELK GROVE VILLAGE 2.2 WSW 41.9953, -88.0527 728.018 28.341 78.348 14.974 219 79 STREAMWOOD 0.2 SW 42.0188, -88.1755 807.087 25.975 157.417 15.778 1 0 COUNTRYSIDE 0.8 ENE 41.7823, -87.8622 652.887 29.493 3.217 13.367 2 0 DE KALB 0.8 SSW 41.9206, -88.7584 895.997 23.574 246.327 16.415 32 0 DE KALB 3.2 WNW 41.9441, -88.8108 892.06 26.665 242.39 18.463 1 0 EARLVILLE 4.8 NNE 41.6538, -88.8929 729.003 24.497 79.333 12.967 1 0 GLENDALE HEIGHTS 0.7 NNE 41.9296, -88.0751 780.84 24.299 131.17 14.122 1 0 WESTMONT 1.1 SSW 41.7825, -87.985 753.937 23.354 104.267 12.944 1 0 CARBON HILL 3.1 N 41.3414, -88.2981 524.934 24.924 124.736 14.325 68 0 NEW LENOX 2.9 ENE 41.5303, -87.9296 694.882 27.675 45.212 13.705 1 0 MOKENA 3.4 WNW 41.5545, -87.9339 681.102 26.838 31.432 12.921 1 0 AURORA 41.7803, -88.3092 660.105 8.474 10.435 3.902 9223 0 CHANNAHON DRESDEN ISL DAM 41.3978, -88.2819 504.921 21.443 144.749 12.753 298 0 DE KALB 41.9342, -88.7756 873.032 24.861 223.362 16.74 30 0 Normal - 14 Mar 2015 Apr 2015 May 2015 Jun 2015 Jul 2015 Aug 2015 Sep 2015 Oct 2015 Nov 2015 Dec 2015 Jan 2016 Feb 2016 0 2 4 6 8 Rainfall (Inches)2015-09-20 2015-08-21 2015-07-22 Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network Daily Total 30-Day Rolling Total 30-Year Normal Range 30 Days Ending 30th %ile (in)70th %ile (in)Observed (in)Wetness Condition Condition Value Month Weight Product 2015-09-20 1.925591 4.330709 5.283465 Wet 3 3 9 2015-08-21 3.038583 4.338189 3.023622 Dry 1 2 2 2015-07-22 2.431102 4.273228 4.311024 Wet 3 1 3 Result Normal Conditions - 14 Coordinates 41.690233, -88.420767 Observation Date 2015-09-20 Elevation (ft)649.67 Drought Index (PDSI)Moderate wetness WebWIMP H2O Balance Wet Season Weather Station Name Coordinates Elevation (ft)Distance (mi)Elevation Weighted Days Normal Days Antecedent BARTLETT 1.9 NNW 42.0037, -88.2206 810.039 23.984 160.369 14.639 454 0 LA GRANGE 0.5 NNE 41.8149, -87.8696 649.934 29.687 0.264 13.367 84 0 STREAMWOOD 1.1 NNE 42.0355, -88.1651 807.087 27.243 157.417 16.548 136 0 HOFFMAN ESTATES 2.1 SE 42.0455, -88.1072 824.147 29.374 174.477 18.343 116 0 PALOS PARK 1.3 SW 41.6528, -87.8631 702.1 28.897 52.43 14.519 788 54 STREAMWOOD 1.1 SW 42.01, -88.19 813.976 25.084 164.306 15.409 579 0 ELK GROVE VILLAGE 2.2 WSW 41.9953, -88.0527 728.018 28.341 78.348 14.974 622 36 STREAMWOOD 0.2 SW 42.0188, -88.1755 807.087 25.975 157.417 15.778 2 0 COUNTRYSIDE 0.8 ENE 41.7823, -87.8622 652.887 29.493 3.217 13.367 10 0 DE KALB 0.8 SSW 41.9206, -88.7584 895.997 23.574 246.327 16.415 32 0 DE KALB 3.2 WNW 41.9441, -88.8108 892.06 26.665 242.39 18.463 1 0 EARLVILLE 4.8 NNE 41.6538, -88.8929 729.003 24.497 79.333 12.967 1 0 GLENDALE HEIGHTS 0.7 NNE 41.9296, -88.0751 780.84 24.299 131.17 14.122 1 0 WESTMONT 1.1 SSW 41.7825, -87.985 753.937 23.354 104.267 12.944 1 0 CARBON HILL 3.1 N 41.3414, -88.2981 524.934 24.924 124.736 14.325 68 0 NEW LENOX 2.9 ENE 41.5303, -87.9296 694.882 27.675 45.212 13.705 1 0 MOKENA 3.4 WNW 41.5545, -87.9339 681.102 26.838 31.432 12.921 1 0 AURORA 41.7803, -88.3092 660.105 8.474 10.435 3.902 8190 0 CHANNAHON DRESDEN ISL DAM 41.3978, -88.2819 504.921 21.443 144.749 12.753 236 0 DE KALB 41.9342, -88.7756 873.032 24.861 223.362 16.74 30 0 Normal - 14 Sep 2016 Oct 2016 Nov 2016 Dec 2016 Jan 2017 Feb 2017 Mar 2017 Apr 2017 May 2017 Jun 2017 Jul 2017 Aug 2017 0 1 2 3 4 5 6 7 Rainfall (Inches)2017-04-07 2017-03-08 2017-02-06 Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network Daily Total 30-Day Rolling Total 30-Year Normal Range 30 Days Ending 30th %ile (in)70th %ile (in)Observed (in)Wetness Condition Condition Value Month Weight Product 2017-04-07 1.481496 2.691732 6.625984 Wet 3 3 9 2017-03-08 1.424409 2.384646 4.173228 Wet 3 2 6 2017-02-06 1.123622 2.107087 2.877953 Wet 3 1 3 Result Wetter than Normal - 18 Coordinates 41.690233, -88.420767 Observation Date 2017-04-07 Elevation (ft)649.67 Drought Index (PDSI)Severe wetness WebWIMP H2O Balance Wet Season Weather Station Name Coordinates Elevation (ft)Distance (mi)Elevation Weighted Days Normal Days Antecedent BARTLETT 1.9 NNW 42.0037, -88.2206 810.039 23.984 160.369 14.639 454 0 LA GRANGE 0.5 NNE 41.8149, -87.8696 649.934 29.687 0.264 13.367 84 0 STREAMWOOD 1.1 NNE 42.0355, -88.1651 807.087 27.243 157.417 16.548 136 0 HOFFMAN ESTATES 2.1 SE 42.0455, -88.1072 824.147 29.374 174.477 18.343 116 0 PALOS PARK 1.3 SW 41.6528, -87.8631 702.1 28.897 52.43 14.519 1229 77 STREAMWOOD 1.1 SW 42.01, -88.19 813.976 25.084 164.306 15.409 579 0 ELK GROVE VILLAGE 2.2 WSW 41.9953, -88.0527 728.018 28.341 78.348 14.974 911 13 STREAMWOOD 0.2 SW 42.0188, -88.1755 807.087 25.975 157.417 15.778 2 0 COUNTRYSIDE 0.8 ENE 41.7823, -87.8622 652.887 29.493 3.217 13.367 11 0 DE KALB 0.8 SSW 41.9206, -88.7584 895.997 23.574 246.327 16.415 32 0 DE KALB 3.2 WNW 41.9441, -88.8108 892.06 26.665 242.39 18.463 1 0 EARLVILLE 4.8 NNE 41.6538, -88.8929 729.003 24.497 79.333 12.967 1 0 GLENDALE HEIGHTS 0.7 NNE 41.9296, -88.0751 780.84 24.299 131.17 14.122 1 0 WESTMONT 1.1 SSW 41.7825, -87.985 753.937 23.354 104.267 12.944 1 0 CARBON HILL 3.1 N 41.3414, -88.2981 524.934 24.924 124.736 14.325 68 0 NEW LENOX 2.9 ENE 41.5303, -87.9296 694.882 27.675 45.212 13.705 1 0 MOKENA 3.4 WNW 41.5545, -87.9339 681.102 26.838 31.432 12.921 1 0 AURORA 41.7803, -88.3092 660.105 8.474 10.435 3.902 7459 0 CHANNAHON DRESDEN ISL DAM 41.3978, -88.2819 504.921 21.443 144.749 12.753 236 0 DE KALB 41.9342, -88.7756 873.032 24.861 223.362 16.74 30 0 Wetter than Normal - 18 Jan 2018 Feb 2018 Mar 2018 Apr 2018 May 2018 Jun 2018 Jul 2018 Aug 2018 Sep 2018 Oct 2018 Nov 2018 Dec 2018 0 2 4 6 8 Rainfall (Inches)2018-07-24 2018-06-24 2018-05-25 Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network Daily Total 30-Day Rolling Total 30-Year Normal Range 30 Days Ending 30th %ile (in)70th %ile (in)Observed (in)Wetness Condition Condition Value Month Weight Product 2018-07-24 2.62874 4.491339 5.559055 Wet 3 3 9 2018-06-24 3.23937 5.129528 6.996063 Wet 3 2 6 2018-05-25 2.907087 4.49252 4.322835 Normal 2 1 2 Result Wetter than Normal - 17 Coordinates 41.690233, -88.420767 Observation Date 2018-07-24 Elevation (ft)649.67 Drought Index (PDSI)Moderate wetness WebWIMP H2O Balance Dry Season Weather Station Name Coordinates Elevation (ft)Distance (mi)Elevation Weighted Days Normal Days Antecedent BARTLETT 1.9 NNW 42.0037, -88.2206 810.039 23.984 160.369 14.639 454 0 LA GRANGE 0.5 NNE 41.8149, -87.8696 649.934 29.687 0.264 13.367 84 0 STREAMWOOD 1.1 NNE 42.0355, -88.1651 807.087 27.243 157.417 16.548 136 0 HOFFMAN ESTATES 2.1 SE 42.0455, -88.1072 824.147 29.374 174.477 18.343 116 0 PALOS PARK 1.3 SW 41.6528, -87.8631 702.1 28.897 52.43 14.519 1536 80 STREAMWOOD 1.1 SW 42.01, -88.19 813.976 25.084 164.306 15.409 579 0 ELK GROVE VILLAGE 2.2 WSW 41.9953, -88.0527 728.018 28.341 78.348 14.974 969 10 STREAMWOOD 0.2 SW 42.0188, -88.1755 807.087 25.975 157.417 15.778 2 0 COUNTRYSIDE 0.8 ENE 41.7823, -87.8622 652.887 29.493 3.217 13.367 11 0 DE KALB 0.8 SSW 41.9206, -88.7584 895.997 23.574 246.327 16.415 32 0 DE KALB 3.2 WNW 41.9441, -88.8108 892.06 26.665 242.39 18.463 1 0 EARLVILLE 4.8 NNE 41.6538, -88.8929 729.003 24.497 79.333 12.967 1 0 GLENDALE HEIGHTS 0.7 NNE 41.9296, -88.0751 780.84 24.299 131.17 14.122 1 0 WESTMONT 1.1 SSW 41.7825, -87.985 753.937 23.354 104.267 12.944 1 0 CARBON HILL 3.1 N 41.3414, -88.2981 524.934 24.924 124.736 14.325 68 0 NEW LENOX 2.9 ENE 41.5303, -87.9296 694.882 27.675 45.212 13.705 1 0 MOKENA 3.4 WNW 41.5545, -87.9339 681.102 26.838 31.432 12.921 1 0 AURORA 41.7803, -88.3092 660.105 8.474 10.435 3.902 7125 0 CHANNAHON DRESDEN ISL DAM 41.3978, -88.2819 504.921 21.443 144.749 12.753 205 0 DE KALB 41.9342, -88.7756 873.032 24.861 223.362 16.74 30 0 Wetter than Normal - 17 Mar 2019 Apr 2019 May 2019 Jun 2019 Jul 2019 Aug 2019 Sep 2019 Oct 2019 Nov 2019 Dec 2019 Jan 2020 Feb 2020 0 2 4 6 8 10 12 Rainfall (Inches)2019-10-08 2019-09-08 2019-08-09 Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network Daily Total 30-Day Rolling Total 30-Year Normal Range 30 Days Ending 30th %ile (in)70th %ile (in)Observed (in)Wetness Condition Condition Value Month Weight Product 2019-10-08 2.104724 4.443307 9.551181 Wet 3 3 9 2019-09-08 2.806693 5.101969 4.5 Normal 2 2 4 2019-08-09 2.314567 5.548425 2.271654 Dry 1 1 1 Result Normal Conditions - 14 Coordinates 41.690233, -88.420767 Observation Date 2019-10-08 Elevation (ft)649.67 Drought Index (PDSI)Extreme wetness WebWIMP H2O Balance Wet Season Weather Station Name Coordinates Elevation (ft)Distance (mi)Elevation Weighted Days Normal Days Antecedent BARTLETT 1.9 NNW 42.0037, -88.2206 810.039 23.984 160.369 14.639 454 0 LA GRANGE 0.5 NNE 41.8149, -87.8696 649.934 29.687 0.264 13.367 84 0 STREAMWOOD 1.1 NNE 42.0355, -88.1651 807.087 27.243 157.417 16.548 136 0 HOFFMAN ESTATES 2.1 SE 42.0455, -88.1072 824.147 29.374 174.477 18.343 116 0 PALOS PARK 1.3 SW 41.6528, -87.8631 702.1 28.897 52.43 14.519 2255 90 STREAMWOOD 1.1 SW 42.01, -88.19 813.976 25.084 164.306 15.409 579 0 ELK GROVE VILLAGE 2.2 WSW 41.9953, -88.0527 728.018 28.341 78.348 14.974 980 0 STREAMWOOD 0.2 SW 42.0188, -88.1755 807.087 25.975 157.417 15.778 2 0 COUNTRYSIDE 0.8 ENE 41.7823, -87.8622 652.887 29.493 3.217 13.367 11 0 DE KALB 0.8 SSW 41.9206, -88.7584 895.997 23.574 246.327 16.415 32 0 DE KALB 3.2 WNW 41.9441, -88.8108 892.06 26.665 242.39 18.463 1 0 EARLVILLE 4.8 NNE 41.6538, -88.8929 729.003 24.497 79.333 12.967 1 0 GLENDALE HEIGHTS 0.7 NNE 41.9296, -88.0751 780.84 24.299 131.17 14.122 1 0 WESTMONT 1.1 SSW 41.7825, -87.985 753.937 23.354 104.267 12.944 1 0 CARBON HILL 3.1 N 41.3414, -88.2981 524.934 24.924 124.736 14.325 68 0 NEW LENOX 2.9 ENE 41.5303, -87.9296 694.882 27.675 45.212 13.705 1 0 MOKENA 3.4 WNW 41.5545, -87.9339 681.102 26.838 31.432 12.921 1 0 AURORA 41.7803, -88.3092 660.105 8.474 10.435 3.902 6547 0 CHANNAHON DRESDEN ISL DAM 41.3978, -88.2819 504.921 21.443 144.749 12.753 52 0 DE KALB 41.9342, -88.7756 873.032 24.861 223.362 16.74 30 0 Normal - 14 Nov 2020 Dec 2020 Jan 2021 Feb 2021 Mar 2021 Apr 2021 May 2021 Jun 2021 Jul 2021 Aug 2021 Sep 2021 Oct 2021 0 1 2 3 4 5 6 Rainfall (Inches)2021-05-29 2021-04-29 2021-03-30 Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network Daily Total 30-Day Rolling Total 30-Year Normal Range 30 Days Ending 30th %ile (in)70th %ile (in)Observed (in)Wetness Condition Condition Value Month Weight Product 2021-05-29 3.655118 5.113386 3.834646 Normal 2 3 6 2021-04-29 2.611417 4.808662 1.625984 Dry 1 2 2 2021-03-30 1.465354 2.670473 1.30315 Dry 1 1 1 Result Drier than Normal - 9 Coordinates 41.690233, -88.420767 Observation Date 2021-05-29 Elevation (ft)649.019 Drought Index (PDSI)Moderate drought WebWIMP H2O Balance Wet Season Weather Station Name Coordinates Elevation (ft)Distance (mi)Elevation Weighted Days Normal Days Antecedent AURORA 41.7803, -88.3092 660.105 8.474 11.086 3.907 11263 90 AURORA 3.4 W 41.7723, -88.3577 689.961 2.559 29.856 1.228 6 0 NORTH AURORA 1.5 NE 41.8163, -88.3068 719.16 2.49 59.055 1.268 2 0 CHICAGO AURORA MUNI AP 41.7714, -88.4814 701.116 8.894 41.011 4.367 5 0 WHEATON 3 SE 41.8128, -88.0728 680.118 12.382 20.013 5.82 77 0 Nov 2022 Dec 2022 Jan 2023 Feb 2023 Mar 2023 Apr 2023 May 2023 Jun 2023 Jul 2023 Aug 2023 Sep 2023 Oct 2023 0 1 2 3 4 5 6 Rainfall (Inches)2023-05-23 2023-04-23 2023-03-24 Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network Daily Total 30-Day Rolling Total 30-Year Normal Range 30 Days Ending 30th %ile (in)70th %ile (in)Observed (in)Wetness Condition Condition Value Month Weight Product 2023-05-23 3.045669 5.516536 1.614173 Dry 1 3 3 2023-04-23 2.553543 4.400394 4.53937 Wet 3 2 6 2023-03-24 1.537008 2.342913 4.03937 Wet 3 1 3 Result Normal Conditions - 12 Coordinates 41.689983, -88.421668 Observation Date 2023-05-23 Elevation (ft)643.656 Drought Index (PDSI)Incipient wetness (2023-04) WebWIMP H2O Balance Wet Season Weather Station Name Coordinates Elevation (ft)Distance (mi)Elevation Weighted Days Normal Days Antecedent AURORA 41.7803, -88.3092 660.105 8.519 16.449 3.974 11289 88 AURORA 3.2 WNW 41.7798, -88.3527 702.1 2.242 41.995 1.103 0 2 AURORA 2.8 WSW 41.7588, -88.3461 687.008 2.413 26.903 1.151 4 0 AURORA 3.4 W 41.7723, -88.3577 689.961 2.559 29.856 1.228 6 0 NORTH AURORA 1.5 NE 41.8163, -88.3068 719.16 2.49 59.055 1.268 2 0 CHICAGO AURORA MUNI AP 41.7714, -88.4814 701.116 8.894 41.011 4.367 5 0 WHEATON 3 SE 41.8128, -88.0728 680.118 12.382 20.013 5.82 47 0 Appendix D: Field Data Sheets Project/Site Slope (%): Are climatic/hydrologic conditions of the site typical for this time of the year?(If no, explain in remarks) Are vegetation , soil significantly disturbed? Are vegetation , soil naturally problematic? SUMMARY OF FINDINGS Hydrophytic vegetation present? Hydric soil present?Is the sampled area within a wetland? Indicators of wetland hydrology present? Remarks: (Explain alternative procedures here or in a separate report.) Dominance Test Worksheet ) 1 (A) 2 3 (B) 4 5 (A/B) =Total Cover Sapling/Shrub stratum )Prevalence Index Worksheet 1 Total % Cover of: 2 OBL species x 1 = 3 FACW species x 2 = 4 FAC species x 3 = 5 FACU species x 4 = =Total Cover UPL species x 5 = Herb stratum )Column totals (A)(B) 1 Prevalence Index = B/A = 2 3 Hydrophytic Vegetation Indicators: 4 Rapid test for hydrophytic vegetation 5 X Dominance test is >50% 6 X Prevalence index is ≤3.0* 7 8 9 10 =Total Cover Woody vine stratum ) 1 2 =Total Cover Remarks: (Include photo numbers here or on a separate sheet) Sample area consists of 85% bare ground. Problematic due to hydric soils present and wetland hydrology observed. Number of Dominant Species that are OBL, FACW, or FAC: Total Number of Dominant Species Across all Strata: Percent of Dominant Species that are OBL, FACW, or FAC: 0 WETLAND DETERMINATION DATA FORM - Midwest Region City/County:Bristol Township/Kendall Co Sampling Date: *Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic 05/23/2023 Sampling Point:SP-1IL Local relief (concave, convex, none):Concave SEC 23, TWP 25N, R6E (If needed, explain any answers in remarks.) N/A , or hydrology , or hydrology KE105 Solar Hydrophytic vegetation present? (Plot size:30' 15 (Plot size:15' Tree Stratum (Plot size: WGS 1984 FACU 5 10 Morphogical adaptations* (provide supporting data in Remarks or on a separate sheet) Y 3 2 5 20 66.67% Y 0 Zea mays 5 Y Scirpus atrovirens 5 Y OBL (Plot size:5' Cyperus esculentus 5 Y FACW 0 2.33 15 35 Problematic hydrophytic vegetation* (explain) 0 0 5 5 0 0 Absolute % Cover30' f yes, optional wetland site ID: According to the USACE Antecedent precipitation tool, 90-day rolling precipitation levels before the site visit had normal precipitation conditions. Sample point is located in a PEMAf/Type 1/ Seasonally Flooded Basin in an agricultural field. Clear topograhy lines were present with a change in dominace of Cyperus and Scripus. Y Dominan t Species Indicator Staus X Y Y VEGETATION -- Use scientific names of plants. Are "normal circumstances" present? No Y Peotone Silt Clay loam, 0-2% Slopes NWI Classification: 0 Lat:Long:41.68897929 Datum:-88.42304233 Investigator(s):SM, JT Landform (hillslope, terrace, etc.): Applicant/Owner:Turning Point Energy State: Depression Section, Township, Range: Soil Map Unit Name US Amy Corps of Engineers Midwest Region Iron-Manganese Masses (F12) (LRR K, L, R) Very Shallow Dark Surface (TF12) X Aquatic Fauna (B13) True Aquatic Plants (B14) Hydrogen Sulfide Odor (C1) X Presence of Reduced Iron (C4) X X Delineation was too early in season to determine stress or stunt, however, volunteer Scirpus and Cyperus is outcompeting the Zea. *Type: C = Concentration, D = Depletion, RM = Reduced Matrix, MS = Masked Sand Grains. **Location: PL = Pore Lining, M = Matrix Indicators of wetland hydrology present? Coast Prairie Redox (A16) (LRR K, L, R) Dark Surface (S7) (LRR K, L) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Indicators for Problematic Hydric Soils: Other (explain in remarks) Stunted or Stressed Plants (D1) Geomorphic Position (D2) Secondary Indicators (minimum of two required) FAC-Neutral Test (D5) Iron Deposits (B5) Drift Deposits (B3) (includes capillary fringe) Inundation Visible on Aerial Imagery (B7) Sparsely Vegetated Concave Surface (B8) Surface water present? Yes NoSaturation present? Field Observations: Depth (inches): Thin Muck Surface (C7) Y Water table present?Yes No X Depth (inches): X Loamy Mucky Mineral (F1) Primary Indicators (minimum of one is required; check all that apply) Redox Dark Surface (F6) Depleted Dark Surface (F7) Redox Depressions (F8) No X Recent Iron Reduction in Tilled Soils (C6) Algal Mat or Crust (B4) Depth (inches):Yes Saturation Visible on Aerial Imagery (C9) Depth (inches): Sediment Deposits (B2) SOIL Wetland Hydrology Indicators: Saturation (A3) HYDROLOGY Surface Water (A1)Surface Soil Cracks (B6) High Water Table (A2) 2 cm Muck (A10) 5 cm Mucky Peat or Peat (S3) Restrictive Layer (if observed): Histisol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Stripped Matrix (S6) Remarks: Water-Stained Leaves (B9) Oxidized Rhizospheres on Living Roots (C3) Drainage Patterns (B10) Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depleted Matrix (F3) Loamy Gleyed Matrix (F2) Gauge or Well Data (D9) Other (Explain in Remarks) Hydric Soil Indicators: Describe recorded data (stream gauge, monitoring well, aerial photos, previous inspections), if available: *Indicators of hydrophytic vegetation and weltand hydrology must be present, unless disturbed or problematic Remarks: Type: Sandy Mucky Mineral (S1) Hydric soil present? Dry-Season Water Table (C2) Water Marks (B1)Crayfish Burrows (C8) 10YR 2/1 50 Sand Clay Loam Mixed Matrix 32-40 10YR 4/1 98 10YR 4/6 2 C PL/M Clay Loam Calcium Carbonate Nodes 10YR 3/1 50 Y Sampling Point:SP-1 Depth (Inches) Matrix Redox Features Texture RemarksColor (moist)%Color (moist)%Type*Loc** 0-24 10YR 2/1 100 Loam Clay 24-32 US Army Corps of Engineers Midwest Region Project/Site Slope (%): Are climatic/hydrologic conditions of the site typical for this time of the year?(If no, explain in remarks) Are vegetation , soil significantly disturbed? Are vegetation , soil naturally problematic? SUMMARY OF FINDINGS Hydrophytic vegetation present? Hydric soil present?Is the sampled area within a wetland? Indicators of wetland hydrology present? Remarks: (Explain alternative procedures here or in a separate report.) Dominance Test Worksheet ) 1 (A) 2 3 (B) 4 5 (A/B) =Total Cover Sapling/Shrub stratum )Prevalence Index Worksheet 1 Total % Cover of: 2 OBL species x 1 = 3 FACW species x 2 = 4 FAC species x 3 = 5 FACU species x 4 = =Total Cover UPL species x 5 = Herb stratum )Column totals (A)(B) 1 Prevalence Index = B/A = 2 3 Hydrophytic Vegetation Indicators: 4 Rapid test for hydrophytic vegetation 5 Dominance test is >50% 6 Prevalence index is ≤3.0* 7 8 9 10 =Total Cover Woody vine stratum ) 1 2 =Total Cover Remarks: (Include photo numbers here or on a separate sheet) Investigator(s):SM, JT Landform (hillslope, terrace, etc.): Applicant/Owner:Turning Point Energy State: Shoulder Section, Township, Range: Soil Map Unit Name Y Dresden Silt Clay Loam, 2-4% Slopes NWI Classification: 1 Lat:Long:41.68925798 Datum:-88.42187497 X N N VEGETATION -- Use scientific names of plants. Are "normal circumstances" present? No Absolute % Cover30' f yes, optional wetland site ID: According to the USACE Antecedent precipitation tool, 90-day rolling precipitation levels before the site visit had normal precipitation conditions. Sample point is located in an agricultural field ~10 foot upslope of SP-1. N Dominan t Species Indicator Staus 0 0 0 0 0 4.00 5 20 Problematic hydrophytic vegetation* (explain) 0 0 Zea mays 5 Y FACU (Plot size:5' N 0 KE105 Solar Hydrophytic vegetation present? (Plot size:30' 5 (Plot size:15' Tree Stratum (Plot size: WGS 1984 0 0 Morphogical adaptations* (provide supporting data in Remarks or on a separate sheet) N 1 0 5 20 0.00% Sample area consists of 95% bare ground. No evidence observed of volunteer vegetation or stunt/stress on Zea. Number of Dominant Species that are OBL, FACW, or FAC: Total Number of Dominant Species Across all Strata: Percent of Dominant Species that are OBL, FACW, or FAC: 0 WETLAND DETERMINATION DATA FORM - Midwest Region City/County:Bristol Township/Kendall Co Sampling Date: *Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic 05/23/2023 Sampling Point:SP-2IL Local relief (concave, convex, none):None SEC 23, TWP 25N, R6E (If needed, explain any answers in remarks.) N/A , or hydrology , or hydrology US Amy Corps of Engineers Midwest Region Iron-Manganese Masses (F12) (LRR K, L, R) Very Shallow Dark Surface (TF12) Aquatic Fauna (B13) True Aquatic Plants (B14) Hydrogen Sulfide Odor (C1) Presence of Reduced Iron (C4) N Sampling Point:SP-2 Depth (Inches) Matrix Redox Features Texture RemarksColor (moist)%Color (moist)%Type*Loc** 0-10 10YR 2/1 100 Clay Loam 10-18 10YR 3/3 100 Clay Loam 18-24 10YR 3/4 90 5YR 3/4 10 C PL/M Remarks: Water-Stained Leaves (B9) Oxidized Rhizospheres on Living Roots (C3) Drainage Patterns (B10) Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depleted Matrix (F3) Loamy Gleyed Matrix (F2) Gauge or Well Data (D9) Other (Explain in Remarks) Hydric Soil Indicators: Describe recorded data (stream gauge, monitoring well, aerial photos, previous inspections), if available: *Indicators of hydrophytic vegetation and weltand hydrology must be present, unless disturbed or problematic Remarks: Type: Sandy Mucky Mineral (S1) Hydric soil present? Dry-Season Water Table (C2) Water Marks (B1)Crayfish Burrows (C8) Saturation Visible on Aerial Imagery (C9) Depth (inches): Sediment Deposits (B2) SOIL Wetland Hydrology Indicators: Saturation (A3) HYDROLOGY Surface Water (A1)Surface Soil Cracks (B6) High Water Table (A2) 2 cm Muck (A10) 5 cm Mucky Peat or Peat (S3) Restrictive Layer (if observed): Histisol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Stripped Matrix (S6) Loamy Mucky Mineral (F1) Primary Indicators (minimum of one is required; check all that apply) Redox Dark Surface (F6) Depleted Dark Surface (F7) Redox Depressions (F8) No X Recent Iron Reduction in Tilled Soils (C6) Algal Mat or Crust (B4) Depth (inches):Yes FAC-Neutral Test (D5) Iron Deposits (B5) Drift Deposits (B3) (includes capillary fringe) Inundation Visible on Aerial Imagery (B7) Sparsely Vegetated Concave Surface (B8) Surface water present? Yes NoSaturation present? Field Observations: Depth (inches): Thin Muck Surface (C7) N Water table present?Yes No X Depth (inches): X Sand Clay Loam *Type: C = Concentration, D = Depletion, RM = Reduced Matrix, MS = Masked Sand Grains. **Location: PL = Pore Lining, M = Matrix Indicators of wetland hydrology present? Coast Prairie Redox (A16) (LRR K, L, R) Dark Surface (S7) (LRR K, L) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Indicators for Problematic Hydric Soils: Other (explain in remarks) Stunted or Stressed Plants (D1) Geomorphic Position (D2) Secondary Indicators (minimum of two required) US Army Corps of Engineers Midwest Region Project/Site Slope (%): Are climatic/hydrologic conditions of the site typical for this time of the year?(If no, explain in remarks) Are vegetation , soil significantly disturbed? Are vegetation , soil naturally problematic? SUMMARY OF FINDINGS Hydrophytic vegetation present? Hydric soil present?Is the sampled area within a wetland? Indicators of wetland hydrology present? Remarks: (Explain alternative procedures here or in a separate report.) Dominance Test Worksheet ) 1 (A) 2 3 (B) 4 5 (A/B) =Total Cover Sapling/Shrub stratum )Prevalence Index Worksheet 1 Total % Cover of: 2 OBL species x 1 = 3 FACW species x 2 = 4 FAC species x 3 = 5 FACU species x 4 = =Total Cover UPL species x 5 = Herb stratum )Column totals (A)(B) 1 Prevalence Index = B/A = 2 3 Hydrophytic Vegetation Indicators: 4 Rapid test for hydrophytic vegetation 5 Dominance test is >50% 6 Prevalence index is ≤3.0* 7 8 9 10 =Total Cover Woody vine stratum ) 1 2 =Total Cover Remarks: (Include photo numbers here or on a separate sheet) Investigator(s):SM, JT Landform (hillslope, terrace, etc.): Applicant/Owner:Turning Point Energy State: Depression Section, Township, Range: Soil Map Unit Name Y Thorp Silt Loam, 2-4% Slopes NWI Classification: 0 Lat:Long:41.68958457 Datum:-88.42051704 X Y Y VEGETATION -- Use scientific names of plants. Are "normal circumstances" present? No Absolute % Cover30' f yes, optional wetland site ID: According to the USACE Antecedent precipitation tool, 90-day rolling precipitation levels before the site visit had normal precipitation conditions. Sample point is located in an agricultural field. Y Dominan t Species Indicator Staus 0 0 0 0 0 4.00 5 20 Problematic hydrophytic vegetation* (explain) 0 0 Zea mays 5 Y FACU (Plot size:5' X Y 0 KE105 Solar Hydrophytic vegetation present? (Plot size:30' 5 (Plot size:15' Tree Stratum (Plot size: WGS 1984 0 0 Morphogical adaptations* (provide supporting data in Remarks or on a separate sheet) Y 1 0 5 20 0.00% Sample area consists of 95% bare ground. No evidence observed of volunteer vegetation or stunt/stress on Zea. Problematic vegetation observed due to presence of hydric soils and assumed presence of hydrology. Number of Dominant Species that are OBL, FACW, or FAC: Total Number of Dominant Species Across all Strata: Percent of Dominant Species that are OBL, FACW, or FAC: 0 WETLAND DETERMINATION DATA FORM - Midwest Region City/County:Bristol Township/Kendall Co Sampling Date: *Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic 05/23/2023 Sampling Point:SP-3IL Local relief (concave, convex, none):Concave SEC 23, TWP 25N, R6E (If needed, explain any answers in remarks.) N/A , or hydrology , or hydrology US Amy Corps of Engineers Midwest Region Iron-Manganese Masses (F12) (LRR K, L, R) Very Shallow Dark Surface (TF12) X Aquatic Fauna (B13) True Aquatic Plants (B14) Hydrogen Sulfide Odor (C1) X Presence of Reduced Iron (C4) X Y Sampling Point:SP-3 Depth (Inches) Matrix Redox Features Texture RemarksColor (moist)%Color (moist)%Type*Loc** 0-12 10YR 2/1 100 Clay Loam 12-24 10YR 2/1 90 7.5 YR 5/8 10 C M Clay Loam 30-38 10YR 3/1 70 7.5YR 5/8 30 C M Clay Loam 24-30 10YR 3/1 93 7.5YR 5/8 7 C M Remarks: Water-Stained Leaves (B9) Oxidized Rhizospheres on Living Roots (C3) Drainage Patterns (B10) Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depleted Matrix (F3) Loamy Gleyed Matrix (F2) Gauge or Well Data (D9) Other (Explain in Remarks) Hydric Soil Indicators: Describe recorded data (stream gauge, monitoring well, aerial photos, previous inspections), if available: *Indicators of hydrophytic vegetation and weltand hydrology must be present, unless disturbed or problematic Remarks: Type: Sandy Mucky Mineral (S1) Hydric soil present? Dry-Season Water Table (C2) Water Marks (B1)Crayfish Burrows (C8) Saturation Visible on Aerial Imagery (C9) Depth (inches): Sediment Deposits (B2) SOIL Wetland Hydrology Indicators: Saturation (A3) HYDROLOGY Surface Water (A1)Surface Soil Cracks (B6) High Water Table (A2) 2 cm Muck (A10) 5 cm Mucky Peat or Peat (S3) Restrictive Layer (if observed): Histisol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Stripped Matrix (S6) Loamy Mucky Mineral (F1) Primary Indicators (minimum of one is required; check all that apply) Redox Dark Surface (F6) Depleted Dark Surface (F7) Redox Depressions (F8) No X Recent Iron Reduction in Tilled Soils (C6) Algal Mat or Crust (B4) Depth (inches):Yes FAC-Neutral Test (D5) Iron Deposits (B5) Drift Deposits (B3) (includes capillary fringe) Inundation Visible on Aerial Imagery (B7) Sparsely Vegetated Concave Surface (B8) Surface water present? Yes NoSaturation present? Field Observations: Depth (inches): Thin Muck Surface (C7) Y Water table present?Yes No X Depth (inches): X Clay Loam 38-44 10YR 5/1 70 7.5 YR 5/8 30 C M Clay Loam *Type: C = Concentration, D = Depletion, RM = Reduced Matrix, MS = Masked Sand Grains. **Location: PL = Pore Lining, M = Matrix Indicators of wetland hydrology present? Coast Prairie Redox (A16) (LRR K, L, R) Dark Surface (S7) (LRR K, L) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Indicators for Problematic Hydric Soils: Other (explain in remarks) Stunted or Stressed Plants (D1) Geomorphic Position (D2) Secondary Indicators (minimum of two required) US Army Corps of Engineers Midwest Region Appendix E: Photos KE105 Solar | Wetland Delineation Report June 2023 | E-1 Turning Point Energy Photo 1: SP-2 overview facing east. Photo 2: Wetland 1 overview facing northwest. Photo 3: SP-1 overview facing northwest. Photo 4: Wetland 1 overview facing west. Photo 5: Wetland 2 overview facing south. Photo 6: SP-3 overview facing south. KE105 Solar | Wetland Delineation Report June 2023 | E-2 Turning Point Energy Photo 7: SP-3 facing north. EXHIBIT D Solar Glare and Glint Analysis Report for KE105 Solar Bristol, IL June 2023 KHA Project # 268173008 © 2023 Kimley-Horn and Associates, Inc. Solar Glare and Glint Analysis Report KE105 Solar June 2023 Page 2 Introduction KE105 Solar is a proposed solar array located in Bristol, Illinois between the cities of Bristol and Blackberry Knolls. On behalf of KE105 Solar, Kimley-Horn performed a Glint and Glare Analysis to identify any potential impacts on five nearby roadways and 24 residences surrounding the site. Specifically, this analysis considered impact on motorists and residences along Galena Rd, Cannonball Trail, Kennedy Rd, West St, and Bristol Ridge Rd. Since no airports were within a five- mile radius of the site, no airport operations were considered. Figure 1: Overall Site Plan and Receptors Receptors & Methodology The analysis is based on the current site configuration as of June 2023. All PV arrays were modeled at their respective elevations on each structure to identify all possible glare for single axis tracking with backtracking. All PV arrays were modeled using assumed finish grade slopes below ten percent in any direction which must be specified when modeling the backtracking method. Five route receptors were modeled to see if portions of the existing roadway network could have potential glare. See Appendix A for detailed parameters. All receptors analyzed are listed below including route receptors and residences. Solar Glare and Glint Analysis Report KE105 Solar June 2023 Page 3 Receptors Location Description Galena Rd Rural Road North of Project Analyzed in the area shown in red in Figure 1. Cannonball Trail Rural Road West of Project Analyzed in the area shown in red in Figure 1. Kennedy Rd Rural Road East of Project Analyzed in the area shown in red in Figure 1. West St Rural Road West of Project Analyzed in the area shown in red in Figure 1. Bristol Ridge Rd Rural Road South of Project Analyzed in the area shown in red in Figure 1. 24 Observation Points Located around the site Simulated homes on all sides of the site at a height of 15’ Table 1: Receptor Descriptions Kimley Horn performed the glare analysis using the ForgeSolar Glare Gauge software tool. If glare is found for any receptor, the retinal irradiance (brightness) and subtended angle (size divided by distance) of the glare source are calculated through this tool. If glare is found for any of the receptors, the annual predicted glare occurrence and the daily duration of the glare are calculated. Using retinal irradiance and subtended angle, ocular hazards ranging from temporary after-image to retinal burn can be predicted. “green” grade glare indicates a low potential for after-image, “yellow” grade glare indicates the potential for after-image exists, and “red” grade glare indicates the potential for retinal damage. Glare that is beyond 50 degrees left or right from a driver’s line- of-sight is not considered a safety hazard. The amount of light reflected by a surface, increase as the sunlight’s angle of incidence at the surface increases as illustrated in Figure 2. The red angle of incidence yields 50% light reflected while the blue angle of incidence yields only 2% of light reflected. Both scenarios were observed in the analysis, leading to mitigation measures implemented to eliminate the glare. Also, the facility’s panels will incorporate and utilize anti-glare technology and anti-reflective coatings, reduce glint, and glare to levels that meet or exceed industry standards. Figure 2: Reflected Light and Angle of Incidence (illustration only) on a panel Solar Glare and Glint Analysis Report KE105 Solar June 2023 Page 4 Analysis Results The project was analyzed with the following panel specifications, single-axis rotation, backtracking, 180 degrees tracking orientation, 0-degree panel tilt overnight, and smooth glass with anti- reflective coating. The specifics listed above are common for single-axis tracking panel systems located in the northern hemisphere. Analysis One had panels lying flat (0 degrees) overnight resulted in up to 30 minutes of glare per day throughout the site to most of the receptors which could be dangerous to nearby motorists and a nuisance to nearby residences. Further iterations were ran adjusting the resting angle of the panels until the final scenario was determined. The final model scenario, Analysis Two, resulted in no glare for all receptors found in Appendix A. Receptor Hazard Level Minutes (per year) All Receptors Green 0 Yellow 0 Red 0 Table 2: Total Yearly Glare Hazard for Route Receptors Conclusion In Summary, there was no glare identified throughout the entire Project site after mitigating using panel specifications. It is recommended that the panels be installed using the same specifications noted in this analysis to minimize the likelihood for future mitigation requirements. If glare is identified due to the proposed site, additional glare analyses should be performed to determine mitigation options. Solar Glare and Glint Analysis Report KE105 Solar June 2023 Page 5 APPENDIX A ForgeSolar Glare Analysis Report FORGESOLAR GLARE ANALYSIS Summary of Results No glare predicted PV Array Tilt Orient Annual Green Glare Annual Yellow Glare Energy ° ° min hr min hr kWh PV array 1 SA tracking SA tracking 0 0.0 0 0.0 - Total glare received by each receptor; may include duplicate times of glare from multiple reflective surfaces. Receptor Annual Green Glare Annual Yellow Glare min hr min hr Route 1 0 0.0 0 0.0 Route 2 0 0.0 0 0.0 Route 3 0 0.0 0 0.0 Route 4 0 0.0 0 0.0 OP 1 0 0.0 0 0.0 OP 2 0 0.0 0 0.0 OP 3 0 0.0 0 0.0 OP 4 0 0.0 0 0.0 OP 5 0 0.0 0 0.0 OP 6 0 0.0 0 0.0 OP 7 0 0.0 0 0.0 OP 8 0 0.0 0 0.0 OP 9 0 0.0 0 0.0 OP 10 0 0.0 0 0.0 Project: KE105 Proposed ground mounted solar site located in Bristol, Illinois Site configuration: KE105 Created 30 May, 2023 Updated 30 May, 2023 Time-step 1 minute Timezone offset UTC-6 Minimum sun altitude 0.0 deg DNI peaks at 1,000.0 W/m Category 1 MW to 5 MW Site ID 91810.16154 Ocular transmission coefficient 0.5 Pupil diameter 0.002 m Eye focal length 0.017 m Sun subtended angle 9.3 mrad PV analysis methodology V2 2 Page 1 of 12 Receptor Annual Green Glare Annual Yellow Glare min hr min hr OP 11 0 0.0 0 0.0 OP 12 0 0.0 0 0.0 OP 13 0 0.0 0 0.0 OP 14 0 0.0 0 0.0 OP 15 0 0.0 0 0.0 OP 16 0 0.0 0 0.0 OP 17 0 0.0 0 0.0 OP 18 0 0.0 0 0.0 OP 19 0 0.0 0 0.0 OP 20 0 0.0 0 0.0 OP 21 0 0.0 0 0.0 OP 22 0 0.0 0 0.0 OP 23 0 0.0 0 0.0 OP 24 0 0.0 0 0.0 Page 2 of 12 Component Data PV Arrays Name: PV array 1 Axis tracking: Single-axis rotation Backtracking: Shade Tracking axis orientation: 180.0° Max tracking angle: 60.0° Resting angle: 5.0° Ground Coverage Ratio: 0.35 Rated power: - Panel material: Smooth glass with AR coating Reflectivity: Vary with sun Slope error: correlate with material Vertex Latitude (°) Longitude (°)Ground elevation (ft) Height above ground (ft) Total elevation (ft) 1 41.690869 -88.425208 651.93 5.00 656.93 2 41.689363 -88.425487 651.19 5.00 656.19 3 41.689251 -88.424050 648.16 5.00 653.16 4 41.689779 -88.423063 646.02 5.00 651.02 5 41.689811 -88.422333 643.48 5.00 648.48 6 41.689555 -88.422011 645.99 5.00 650.99 7 41.689219 -88.422011 646.28 5.00 651.28 8 41.689347 -88.420337 644.39 5.00 649.39 9 41.689859 -88.417999 647.33 5.00 652.33 10 41.689924 -88.417773 647.06 5.00 652.06 11 41.691310 -88.417966 651.67 5.00 656.67 12 41.690861 -88.423129 651.16 5.00 656.16 Page 3 of 12 Route Receptors Name: Route 1 Path type: Two-way Observer view angle: 50.0° Vertex Latitude (°) Longitude (°)Ground elevation (ft) Height above ground (ft) Total elevation (ft) 1 41.682920 -88.446207 642.93 5.00 647.93 2 41.691893 -88.406124 654.01 5.00 659.01 3 41.693480 -88.398979 654.38 5.00 659.38 4 41.693480 -88.398979 650.81 5.00 655.81 5 41.695066 -88.391833 653.91 5.00 658.91 Name: Route 2 Path type: Two-way Observer view angle: 50.0° Vertex Latitude (°) Longitude (°)Ground elevation (ft) Height above ground (ft) Total elevation (ft) 1 41.682428 -88.431942 636.65 5.00 641.65 2 41.683422 -88.430912 673.98 5.00 678.98 3 41.685730 -88.428080 641.29 5.00 646.29 4 41.687495 -88.427751 647.46 5.00 652.46 5 41.689057 -88.427386 650.92 5.00 655.92 6 41.689842 -88.427011 651.41 5.00 656.41 7 41.690587 -88.426270 652.62 5.00 657.62 8 41.691800 -88.424876 652.53 5.00 657.53 9 41.692758 -88.423824 652.67 5.00 657.67 10 41.693200 -88.423498 652.98 5.00 657.98 11 41.693897 -88.423240 653.59 5.00 658.59 12 41.694502 -88.423069 653.23 5.00 658.23 13 41.695865 -88.422708 652.95 5.00 657.95 14 41.698173 -88.422096 650.46 5.00 655.46 15 41.698790 -88.421882 652.14 5.00 657.14 16 41.699799 -88.421442 655.28 5.00 660.28 Page 4 of 12 Name: Route 3 Path type: Two-way Observer view angle: 50.0° Vertex Latitude (°) Longitude (°)Ground elevation (ft) Height above ground (ft) Total elevation (ft) 1 41.705435 -88.446435 648.95 5.00 653.95 2 41.703641 -88.437552 661.72 5.00 666.72 3 41.703417 -88.435921 661.97 5.00 666.97 4 41.702744 -88.432488 655.99 5.00 660.99 5 41.702455 -88.431072 653.47 5.00 658.47 6 41.701783 -88.428454 653.08 5.00 658.08 7 41.700725 -88.424463 656.28 5.00 661.28 8 41.698098 -88.415751 654.62 5.00 659.62 9 41.697495 -88.413582 650.60 5.00 655.60 10 41.697335 -88.412895 650.60 5.00 655.60 11 41.697271 -88.412208 650.64 5.00 655.64 12 41.697399 -88.411307 649.92 5.00 654.92 13 41.697816 -88.409612 650.78 5.00 655.78 14 41.698284 -88.407812 651.75 5.00 656.75 15 41.698621 -88.407169 652.08 5.00 657.08 16 41.699486 -88.406053 652.95 5.00 657.95 Page 5 of 12 Name: Route 4 Path type: Two-way Observer view angle: 50.0° Vertex Latitude (°) Longitude (°)Ground elevation (ft) Height above ground (ft) Total elevation (ft) 1 41.698235 -88.408026 650.75 5.00 655.75 2 41.695775 -88.407457 650.50 5.00 655.50 3 41.691934 -88.406189 654.70 5.00 659.70 4 41.684900 -88.405409 652.70 5.00 657.70 5 41.684504 -88.405483 650.45 5.00 655.45 6 41.681810 -88.407172 643.12 5.00 648.12 7 41.681105 -88.407880 646.99 5.00 651.99 8 41.679661 -88.410931 643.21 5.00 648.21 9 41.679948 -88.411044 641.54 5.00 646.54 10 41.681506 -88.412726 638.87 5.00 643.87 11 41.681929 -88.413267 640.35 5.00 645.35 12 41.682906 -88.414828 643.37 5.00 648.37 13 41.683499 -88.415783 645.27 5.00 650.27 14 41.683924 -88.416512 646.42 5.00 651.42 15 41.684308 -88.417371 646.46 5.00 651.46 16 41.684726 -88.418939 647.33 5.00 652.33 17 41.685191 -88.423069 648.11 5.00 653.11 18 41.685511 -88.425505 645.00 5.00 650.00 19 41.685744 -88.428091 641.14 5.00 646.14 Page 6 of 12 Discrete Observation Point Receptors Name ID Latitude (°) Longitude (°)Elevation (ft) Height (ft) OP 1 1 41.689593 -88.426598 653.83 15.00 OP 2 2 41.690274 -88.427124 650.39 15.00 OP 3 3 41.690683 -88.426749 652.83 15.00 OP 4 4 41.689585 -88.427607 651.02 15.00 OP 5 5 41.691838 -88.424200 653.71 15.00 OP 6 6 41.692535 -88.412605 648.96 15.00 OP 7 7 41.693112 -88.413367 651.61 15.00 OP 8 8 41.691334 -88.406589 649.44 15.00 OP 9 9 41.689003 -88.406571 644.33 15.00 OP 10 10 41.688319 -88.410659 650.43 15.00 OP 11 11 41.688202 -88.411983 649.36 15.00 OP 12 12 41.687765 -88.413770 647.19 15.00 OP 13 13 41.686425 -88.415082 647.14 15.00 OP 14 14 41.685614 -88.416637 647.73 15.00 OP 15 15 41.684815 -88.417612 647.73 15.00 OP 16 16 41.685316 -88.421203 641.64 15.00 OP 17 17 41.685801 -88.421879 638.44 15.00 OP 18 18 41.687796 -88.423005 648.42 15.00 OP 19 19 41.688266 -88.423772 645.47 15.00 OP 20 20 41.687513 -88.424180 648.47 15.00 OP 21 21 41.687144 -88.425875 645.25 15.00 OP 22 22 41.686865 -88.427138 645.21 15.00 OP 23 23 41.688757 -88.426838 650.72 15.00 OP 24 24 41.688340 -88.427299 650.47 15.00 Page 7 of 12 Glare Analysis Results Summary of Results No glare predicted PV Array Tilt Orient Annual Green Glare Annual Yellow Glare Energy ° ° min hr min hr kWh PV array 1 SA tracking SA tracking 0 0.0 0 0.0 - Total glare received by each receptor; may include duplicate times of glare from multiple reflective surfaces. Receptor Annual Green Glare Annual Yellow Glare min hr min hr Route 1 0 0.0 0 0.0 Route 2 0 0.0 0 0.0 Route 3 0 0.0 0 0.0 Route 4 0 0.0 0 0.0 OP 1 0 0.0 0 0.0 OP 2 0 0.0 0 0.0 OP 3 0 0.0 0 0.0 OP 4 0 0.0 0 0.0 OP 5 0 0.0 0 0.0 OP 6 0 0.0 0 0.0 OP 7 0 0.0 0 0.0 OP 8 0 0.0 0 0.0 OP 9 0 0.0 0 0.0 OP 10 0 0.0 0 0.0 OP 11 0 0.0 0 0.0 OP 12 0 0.0 0 0.0 OP 13 0 0.0 0 0.0 OP 14 0 0.0 0 0.0 OP 15 0 0.0 0 0.0 OP 16 0 0.0 0 0.0 OP 17 0 0.0 0 0.0 OP 18 0 0.0 0 0.0 OP 19 0 0.0 0 0.0 OP 20 0 0.0 0 0.0 OP 21 0 0.0 0 0.0 OP 22 0 0.0 0 0.0 OP 23 0 0.0 0 0.0 OP 24 0 0.0 0 0.0 Page 8 of 12 PV: PV array 1 no glare found Receptor results ordered by category of glare Receptor Annual Green Glare Annual Yellow Glare min hr min hr Route 1 0 0.0 0 0.0 Route 2 0 0.0 0 0.0 Route 3 0 0.0 0 0.0 Route 4 0 0.0 0 0.0 OP 1 0 0.0 0 0.0 OP 2 0 0.0 0 0.0 OP 3 0 0.0 0 0.0 OP 4 0 0.0 0 0.0 OP 5 0 0.0 0 0.0 OP 6 0 0.0 0 0.0 OP 7 0 0.0 0 0.0 OP 8 0 0.0 0 0.0 OP 9 0 0.0 0 0.0 OP 10 0 0.0 0 0.0 OP 11 0 0.0 0 0.0 OP 12 0 0.0 0 0.0 OP 13 0 0.0 0 0.0 OP 14 0 0.0 0 0.0 OP 15 0 0.0 0 0.0 OP 16 0 0.0 0 0.0 OP 17 0 0.0 0 0.0 OP 18 0 0.0 0 0.0 OP 19 0 0.0 0 0.0 OP 20 0 0.0 0 0.0 OP 21 0 0.0 0 0.0 OP 22 0 0.0 0 0.0 OP 23 0 0.0 0 0.0 OP 24 0 0.0 0 0.0 PV array 1 and Route: Route 1 No glare found PV array 1 and Route: Route 2 No glare found Page 9 of 12 PV array 1 and Route: Route 3 No glare found PV array 1 and Route: Route 4 No glare found PV array 1 and OP 1 No glare found PV array 1 and OP 2 No glare found PV array 1 and OP 3 No glare found PV array 1 and OP 4 No glare found PV array 1 and OP 5 No glare found PV array 1 and OP 6 No glare found PV array 1 and OP 7 No glare found PV array 1 and OP 8 No glare found PV array 1 and OP 9 No glare found PV array 1 and OP 10 No glare found PV array 1 and OP 11 No glare found PV array 1 and OP 12 No glare found Page 10 of 12 PV array 1 and OP 13 No glare found PV array 1 and OP 14 No glare found PV array 1 and OP 15 No glare found PV array 1 and OP 16 No glare found PV array 1 and OP 17 No glare found PV array 1 and OP 18 No glare found PV array 1 and OP 19 No glare found PV array 1 and OP 20 No glare found PV array 1 and OP 21 No glare found PV array 1 and OP 22 No glare found PV array 1 and OP 23 No glare found PV array 1 and OP 24 No glare found Page 11 of 12 Assumptions Default glare analysis parameters and observer eye characteristics (for reference only): • Analysis time interval: 1 minute • Ocular transmission coefficient: 0.5 • Pupil diameter: 0.002 meters • Eye focal length: 0.017 meters • Sun subtended angle: 9.3 milliradians © Sims Industries d/b/a ForgeSolar, All Rights Reserved. "Green" glare is glare with low potential to cause an after-image (flash blindness) when observed prior to a typical blink response time. "Yellow" glare is glare with potential to cause an after-image (flash blindness) when observed prior to a typical blink response time. Times associated with glare are denoted in Standard time. For Daylight Savings, add one hour. The algorithm does not rigorously represent the detailed geometry of a system; detailed features such as gaps between modules, variable height of the PV array, and support structures may impact actual glare results. However, we have validated our models against several systems, including a PV array causing glare to the air-traffic control tower at Manchester-Boston Regional Airport and several sites in Albuquerque, and the tool accurately predicted the occurrence and intensity of glare at different times and days of the year. Several V1 calculations utilize the PV array centroid, rather than the actual glare spot location, due to algorithm limitations. This may affect results for large PV footprints. Additional analyses of array sub-sections can provide additional information on expected glare. This primarily affects V1 analyses of path receptors. Random number computations are utilized by various steps of the annual hazard analysis algorithm. Predicted minutes of glare can vary between runs as a result. This limitation primarily affects analyses of Observation Point receptors, including ATCTs. Note that the SGHAT/ ForgeSolar methodology has always relied on an analytical, qualitative approach to accurately determine the overall hazard (i.e. green vs. yellow) of expected glare on an annual basis. The analysis does not automatically consider obstacles (either man-made or natural) between the observation points and the prescribed solar installation that may obstruct observed glare, such as trees, hills, buildings, etc. The subtended source angle (glare spot size) is constrained by the PV array footprint size. Partitioning large arrays into smaller sections will reduce the maximum potential subtended angle, potentially impacting results if actual glare spots are larger than the sub-array size. Additional analyses of the combined area of adjacent sub-arrays can provide more information on potential glare hazards. (See previous point on related limitations.) The variable direct normal irradiance (DNI) feature (if selected) scales the user-prescribed peak DNI using a typical clear-day irradiance profile. This profile has a lower DNI in the mornings and evenings and a maximum at solar noon. The scaling uses a clear-day irradiance profile based on a normalized time relative to sunrise, solar noon, and sunset, which are prescribed by a sun-position algorithm and the latitude and longitude obtained from Google maps. The actual DNI on any given day can be affected by cloud cover, atmospheric attenuation, and other environmental factors. The ocular hazard predicted by the tool depends on a number of environmental, optical, and human factors, which can be uncertain. We provide input fields and typical ranges of values for these factors so that the user can vary these parameters to see if they have an impact on the results. The speed of SGHAT allows expedited sensitivity and parametric analyses. The system output calculation is a DNI-based approximation that assumes clear, sunny skies year-round. It should not be used in place of more rigorous modeling methods. Hazard zone boundaries shown in the Glare Hazard plot are an approximation and visual aid based on aggregated research data. Actual ocular impact outcomes encompass a continuous, not discrete, spectrum. Glare locations displayed on receptor plots are approximate. Actual glare-spot locations may differ. Refer to the Help page at www.forgesolar.com/help/ for assumptions and limitations not listed here. Page 12 of 12 EXHIBIT E STORMWATER POLLUTION PREVENTION PLAN TPE, IL KE 105, LLC 15 Cannonball Trail Bristol (Kendall County), IL 60512 Prepared by: Kimley-Horn and Associates, Inc. 570 Lake Cook Road, Suite 200 Deerfield, IL 60015 Contact: Jason Cooper Prepared on: June 6, 2023 TPE, IL KE 105, LLC – Bristol (Kendall County), IL June 2023 Page i TABLE OF CONTENTS 1. STORMWATER POLLUTION PREVENTION PLAN ............................................................1 2. SITE DESCRIPTION ...........................................................................................................2 3. GENERAL SOIL DISTURBING ACTIVITIES ........................................................................2 4. CONSTRUCTION SEQUENCE ...........................................................................................3 5. CONSTRUCTION PHASE BEST MANAGEMENT PRACTICES .........................................3 6. SOIL STABILIZATION .........................................................................................................4 7. EROSION AND SEDIMENT CONTROLS ............................................................................4 8. WASTE DISPOSAL .............................................................................................................5 9. MAINTENANCE PLAN.........................................................................................................6 10. MATERIALS MANAGEMENT PRACTICES .........................................................................6 11. INSPECTIONS ....................................................................................................................8 12. FINAL MAINTENANCE ........................................................................................................9 ATTACHMENTS Attachment 1 – SWPPP Preparation Certification Form Attachment 2 – Owner’s Certification Form Attachment 3 – Contractor’s Certification Form Attachment 4 – Aerial Map Attachment 5 – Location Map Attachment 6 – USGS Map Attachment 7 – NRCS Soil Report Attachment 8 – BMP Installation Log Attachment 9 – Amendment Log TPE, IL KE 105, LLC – Bristol (Kendall County), IL June 2023 Page 1 1. STORMWATER POLLUTION PREVENTION PLAN The responsible party for the implementation, maintenance and inspection of all measures described in this Storm Water Pollution Prevention Plan is: (Contractor Operator and/or Responsible Authority) (Date) (Contractor Company Name) (Contractors Address) (Telephone) Project Name and location information: TPE, IL KE 105 15 Cannonball Trail Bristol (Kendall County), IL 61334 TPE, IL KE 105, LLC – Bristol (Kendall County), IL June 2023 Page 2 2. SITE DESCRIPTION 2.1. Project Description The proposed development is approximately 34 acres and is located at 15 Cannonball Trail in Bristol (Kendall County), IL. The project site will include solar panels, inverters, transformers, and other mechanical equipment as well as perimeter security fencing, gates, and an access road . 2.2. Existing Soils NRCS classifies the site soils as Brenton silt loam; 0 to 2 percent slopes (149A), Thorp silt loam; 0 to 2 percent slopes (206A), Lorenzo loam; 4 to 6 percent slopes (318C2, eroded ), Dresden silt loam; 0 to 2 percent (325A) and 2 to 4 percent slopes (325B), Peotone silty clay loam; 0 to 2 percent slopes (330A), Waupecan silt loam; 0 to 2 percent slopes (369A), and Rush silt loam; 2 to 4 percent slopes (791B). The hydrological soil group associated with the soils is B, B/D, and C/D. Refer to Attachment 7 for the NRCS Soil Map. 2.3. Existing Site Description The existing site is currently used for agricultural purposes. 2.4. Adjacent Areas The site is bound to the north by agricultural fields, one residential property to the northwest , west by residential and commercial property along with Cannonball Trail , south by agricultural field and an existing railroad, and east by an agricultural field. 2.5. Project Name and Location: TPE IL KE 105 Solar 15 Cannonball Trail Bristol (Kendall County), IL 61334 2.6. Owner Name and Location: TPE IL KE 105, LLC 3720 S. Dahlia St. Denver, CO 80237 3. GENERAL SOIL DISTURBING ACTIVITIES Clearing and grubbing will occur first. Additional excavation and backfill for site access roads and electrical foundation pads, minor grading and topsoil spreading will be necessary. TPE, IL KE 105, LLC – Bristol (Kendall County), IL June 2023 Page 3 4. CONSTRUCTION SEQUENCE 1. Install stabilized construction entrance 2. Prepare temporary parking and storage areas, upon implementation and installation of the following areas: trailer, parking, lay down, porta -potty, wheel wash, concrete washout, fuel and material storage containers, solid wa ste containers, etc. Denote them on the site maps immediately and note any changes in the locations as they occur throughout the construction process. 3. Install silt fence, silt fence rock outlets, filter sock or approved equivalent erosion control BMP’s. 4. Clear/grub the site as necessary. Temporarily seed disturbed areas, throughout construction, that will be inactive for fourteen (14) days or more or as required by the general permit. 5. Stabilization of all exposed soil areas must be initiated immediately to l imit soil erosion but in no case completed later than fourteen (14) days after the construction activity in that portion of the site has temporarily or permanently ceased. 6. Begin grading and constructing access roads, pile driving, racking installations, so lar module placement, fencing, utility pole and overhead wires, and utility trenching. 7. Provide permanent seeding/stabilization per the landscape plan. 8. All stockpiles are to be removed as part of the permanent stabilization of the site. 9. Remove all temporary erosion and sediment control devices (only after site is fully stabilized and approved by the county). Note: The sequence of construction shown above is a general overview and is intended to convey the general concepts of the erosion control design and should not be relied upon for construction purposes. The contractor is solely responsible for detailed phasing and construction sequencing necessa ry to construct the proposed improvements included in these plans. The contractor shall notify engineer in writing immediately, prior to and/or during construction if any additional information on the construction sequence is necessary. Contractor is solely responsible for complying with the Authority Having Jurisdiction and all other applicable laws. 5. CONSTRUCTION PHASE BEST MANAGEMENT PRACTICES During the construction phase, the General Contractor shall implement the following measures: Silt fence/filter sock will be installed at the perimeter of the site to prevent soil runoff onto surrounding properties, as needed. Stormwater sediment controls will be implemented at the inlets and outlets for the proposed stormwater conveyance system. Appropriate sediment control measures will be implemented for construction vehicle traffic, including a stabilized construction entrance and concrete washout. Materials resulting from the clearing and grubbing, or excavation operations shall be stockpiled up slope from adequa te sedimentation controls. Fast-germinating temporary seed shall be installed in areas where there will be no construction for longer than TPE, IL KE 105, LLC – Bristol (Kendall County), IL June 2023 Page 4 fourteen (14) days. This includes any temporary soil stockpiles. Materials removed to an off-site location shall be protected with appropriate controls and properly permitted. The general contractor shall designate areas for equipment cleaning, maintenance, and repair areas shall be protected by a temporary perimeter berm. Use of detergents for large scale washing is prohibited (i.e., vehicles, buildings, pavement surfaces, etc.). Chemicals, paints, solvents, fertilizers, and other toxic materials must be stored in weatherproof containers. Except during application, the contents must be kept in trucks or within storage facilities. Runoff containing such material must be collected removed from the site, treated, and disposed at an approved solid waste or chemical disposal facility. 6. SOIL STABILIZATION The purpose of soil stabilization is to prevent soil from leaving the si te. In the natural condition, soil is stabilized by native vegetation. The primary technique to be used at this project for stabilizing site soil will be to provide a protective cover of turf grass or gravel access road. Temporary Seeding – Within 7 days after construction activity ceases on any particular area, all disturbed ground where there will be construction longer than fourteen (14) days must be seeded with fast-germinating temporary seed or protected with mulch. Permanent Seeding – All areas at final grade must be seeded within fourteen (14) days after completion of the major construction activity. Except for small level spots, seeded areas should generally be protected with mulch. 7. EROSION AND SEDIMENT CONTROLS Silt Fence – Silt fence is a synthetic permeable mesh fabric typically incorporating wooden support stakes at intervals sufficient to support the fence and water and sediment retained by the fence. Silt fence is also available with a wire mesh backing. The fence is designed to retain sediment -laden water to allow settlement of suspended soils before filtering through the mesh fabric for discharge downstream. Silt fence shall be located to capture overland, low-velocity sheet flow. It shall be installed at the downstream location of all site runoff. Silt fence has the capacity to handle 0.25 acre per 100 feet of silt fence length. Filter Sock – Filter sock is a sock filled with biodegradable compost material that is locked in place with wooden stakes downslope of the filter sock. Similar to silt fence, filter sock is designed to retain sediment -laden water to allow settlement of suspended soils before filtering through the compost material for discharge downstream. Construction Entrance/Exit – All access points from the public street into the construction site shall include a construction entrance/exit composed of coarse stone to the dimensions shown on the Construction Drawings. The rough texture of the stone helps to remove clumps of soil adhering to construction vehicle tires through the action of TPE, IL KE 105, LLC – Bristol (Kendall County), IL June 2023 Page 5 vibration and jarring over the rough surface and the friction of the stone matrix against soils attached to vehicle tires. Concrete Washout Area – The concrete washout area is used to contain conc rete and liquids when the concrete mixers and trucks are rinsed out after delivery. It is an onsite designated cleaning area. The washout facility consolidates solids for easier disposal and prevents runoff of liquids. Erosion Control Blanket - A temporary degradable rolled erosion control product composed of processed natural or polymer fibers mechanically, structurally, or chemically bound together to form a continuous matrix to provide erosion control and facilitate vegetation establishment. 8. WASTE DISPOSAL 8.1. Erosion and Sediment Materials Soils that build up in silt fencing and silt dikes shall be spread on site and allowed to dry. The paved streets adjacent to the site entrance shall be swept as needed to remove mud, dirt, or rock tracked from the site. Dump trucks hauling material from the site shall be covered with a tarpaulin. 8.2. Construction Waste Materials All construction waste materials shall be collected and stored in a securely lidded metal dumpster rented from a licensed solid waste management company. The dumpster shall meet county and state solid waste management regulations. The dumpster shall be emptied as often as necessary in a lawful manner. The Owner shall instruct all personnel on the correct procedures for dispo sing of waste. Notices stating the policy shall be posted on site. No solid materials are allowed to be discharged from the site via stormwater. 8.3. Hazardous Waste All hazardous waste materials shall be disposed of in the manner specified by local and st ate regulations or by the manufacturer. The Owner shall instruct site personnel on these practices and the policy shall be posted on site. 8.4. Sanitary Waste All personnel involved with construction activities must comply with state and local sanitary or septic system regulations. Temporary sanitary facilities will be provided at the site throughout the construction phase. They must be utilized by all construction personnel and will be serviced by a commercial operator. TPE, IL KE 105, LLC – Bristol (Kendall County), IL June 2023 Page 6 9. MAINTENANCE PLAN These inspection and maintenance practices shall be used to maintain erosion and sediment controls: All control measures shall be inspected at least once per week and within 24 hours following a rainfall event of 0.25 inches or greater. If measures are in need of repair, appropriate remedies shall be initiated immediately. Silt fences shall be inspected for sediment build up, break through, and to see if they are functional. Sediment shall be removed from the devices when the sediment has reached 1/3 the height of each. Stabilized construction entrances/exits shall be checked for sediment clogging the rock at the entrance/exit. Streets shall be checked for sediment tracking due to vehicles. Inspections shall evaluate disturbed areas and areas used for storing materials that are exposed to rainfall for evidence of, or potential for, pollutants entering the drainage system or discharging from the site. If necessary, the materials must be covered, or original covers must be repaired or supplemented. Also, protective berms must be constructed, if needed, in order to contain runoff from material storage areas. Grassed areas shall be inspected to confirm that a healthy stand of grass is maintained. The site has achieved final stabilization once all areas are covered with access gravel road or have stand of grass with at least 70 percent density. Areas must be watered, fertilized, and reseeded as needed to achieve this requirement. All discharge points must be inspected to determine whether erosion control measures are effective in preventing significant impacts to receiving waters. 10. MATERIALS MANAGEMENT PRACTICES 10.1. Guidelines The following are the material management practices that shall be used to reduce the risk of spills or other accidental exposure of materials a nd substances to stormwater runoff. The following good housekeeping practices shall be followed onsite during the construction project: 1. An effort shall be made to store only enough products to do the job. 2. All materials stored onsite shall be stored in a neat, orderly manner in their appropriate containers and, if possible, under a roof or other enclosure. 3. Products shall be kept in their original containers with the original manufacturer’s label. 4. Substances shall not be mixed with one another unless recommen ded by the manufacturer. TPE, IL KE 105, LLC – Bristol (Kendall County), IL June 2023 Page 7 5. Whenever possible, all of a product shall be used up before disposing of the container. 6. Manufacturers’ recommendations for proper use and disposal shall be followed. 7. The site superintendent shall inspect daily to ensure proper use and disposal of materials onsite. These practices are used to reduce the risks associated with the products described below. 10.2. Petroleum Products and Fuels All onsite vehicles shall be monitored for leaks and receive regular preventative maintenance. Petroleum products shall be stored in sealed containers according to local and state regulations. 10.3. Paints All containers shall be tightly sealed and stored when not in use. Excess paint shall not be discharged to the stormwater drainage but shall comply with local and state regulations. 10.4. Fertilizers If needed, fertilizers shall be applied in the minimum amounts required. Storage shall be in a closed shed or trailer. Partially opened bags shall be stored in sealable plastic bins. 10.5. Concrete Trucks Concrete trucks shall not be allowed to wash out or discharge surplus concrete or drain wash water on the site. These practices are used to reduce the risks associated with spill management: 1. Manufacturers’ recommended methods for spill cleanup shall be clearly posted and site personnel shall be made aware of the procedures and the location of the information and cleanup supplies. 2. Materials and equipment necessary for spill cleanup shall be kept in the material storage area onsite. Equipment and materials may include, but are not limited to, brooms, dust pans, mops, rags, gloves, goggles, kitty litter, sand, and plastic and metal trash containers specifically for this purpose. 3. All spills shall be cleaned up immediately after discovery. 4. The spill area shall be kept well ventilated, and personnel shall wear appropriate protective clothing to prevent injury from contact with hazardous substance. 5. Spills of toxic or hazardous materials shall be reported to the appropriate authorities. 6. The spill prevention plan shall be adjusted to include measures to prevent the spill from reoccurring. 7. Site personnel shall be designated by the site superintendent to be responsible for spill cleanup. These personnel shall receive training specific to the respon sibility. TPE, IL KE 105, LLC – Bristol (Kendall County), IL June 2023 Page 8 11. INSPECTIONS Qualified personnel shall inspect disturbed areas of the construction site that have not been finally stabilized, structural control measures, and locations where vehicles enter or exit the site at least once every seven calendar days and within 24 hours of the end of a storm that is 0.25 inches or greater or equivalent snowfall. Qualified personnel means a person knowledgeable in the principles and practice of erosion and sediment controls, such as a licensed professional engineer or other knowledgeable person who possesses the skills to assess conditions at the construction site that could impact stormwater quality and to assess the effectiveness of any sediment and erosion control measures selected to control the quality of stormwat er discharges from the construction activities. Disturbed areas and areas used for storage of materials that are exposed to precipitation shall be inspected for evidence of, or the potential for, pollutants entering the drainage system. Erosion and sediment control measures identified in the plan shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures are effective in preventing s ignificant impacts to receiving waters. Locations where vehicles enter or exit shall be inspected for evidence of off -site sediment tracking. Based on the results of the inspection, the description of potential pollutant sources identified in this plan and pollution prevention measures identified shall be revised as appropriate as soon as practicable after such inspection. Such modifications shall provide for timely implementation of any changes to the plan within 7 calendar days following inspection. A report summarizing the scope of the inspection, name(s) and qualifications of personnel making the inspection, the date(s) of the inspection, major observations relating to the implementation of the stormwater pollution prevention plan, and the actions taken shall be made and retained as part of the stormwater pollution prevention plan for at least three years from the date that the permit coverage expires or is terminated. The permittee shall complete and submit within 5 days an “Incidence of Noncompliance” (ION) report for any violation of the stormwater pollution prevention plan observed during an inspection conducted, including those not required by the plan. Submission shall be on forms provided by the Agency and include specific information on the cause of noncompliance, actions which were taken to prevent any further causes of noncompliance, and a statement detailing any environmental impact which may have resulted from the noncompliance. All reports of the noncompliance shall be signed by a responsible authority and mailed to the Agency at the address provided on the ION form. TPE, IL KE 105, LLC – Bristol (Kendall County), IL June 2023 Page 9 12. FINAL MAINTENANCE The contractor shall maintain the erosion and sediment control measures identified on this plan until the site is stabilized to assure continued performance of their intended function. All temporary erosion and sediment control BMPs will be removed within 30 days after final site stabilization is achieved or after the temporary BMPS are no longer needed. Trapped sediment will be removed and stabilized onsite. Disturbed soil areas resulting from removal of BMPs or vegetation will be permanently stabilized as soon as possible. When a site has been finally stabilized and all stormwater discharges from construction sites that are authorized by this permit are eliminated, the permittee shall submit a completed “Notice of Termination” (NOT). For the purposes of this plan, elimination of stormwater discharges associated with construction activity means that all disturbed soils at the site have been finally stabilized and temporary erosion and sediment control measures have been removed or will be removed at an appropriate time, or that all stormwater discharges associated with construction activity from the site that are authorized by a NPDES general permit have otherwi se been eliminated. The NOT shall be signed by a responsible authority and mailed to the Agency at the address provided on the form. Attachment 1 – SWPPP Preparation Certification Form TPE, IL KE 105, LLC – Bristol (Kendall County), IL May 2023 SWPPP Preparer’s Certification I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. 6/5/23 Signature Date Name: Jason Cooper Title: Project Manager Company Name: Kimley-Horn and Associates, Inc. Address: 570 Lake Cook Road, Suite 200 City, State: Deerfield, IL 60015 Phone Number: 630-487-3449 Attachment 2 – Owner’s Certification Form TPE, IL KE 105, LLC – Bristol (Kendall County), IL May 2023 Owner’s Certification (to be duplicated and signed by the owner) I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Signature Date Name: Title: Company Name: Address: City, State: Phone Number: Attachment 3 – Contractor’s Certification Form TPE, IL KE 105, LLC – Bristol (Kendall County), IL May 2023 Contractor’s Certification (to be duplicated and signed by each contractor or subcontractor) This SWPPP must clearly identify, for each measure identified within the SWPPP, the contractor(s) or subcontractor(s) that will implement each measure. All contractor(s) and subcontractor(s) identified in the SWPPP must sign the following certification: I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the bes t of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Signature Date Name: Title: Company Name: Address: City, State: Phone Number: Attachment 4 – Aerial Map Bristol Bay D r Bertram Dr DicksonRdCornei l s R d C a n n o n b a l l T r l Galena Rd SCannonbal l TrlNCannonballTrlRaging Wav e s B r i s t o l K e n n e d y R d C oncord Dr M a n c h e s t e r D rGordonRd Mat l ockDrMcLellanBlvdKennedyRdB ri s t o l R i d g e R d GalenaRdBl ac kber r y Oak s Golf Cou r s e Stev en G B r idge P a r k V eteransP kw y¯0 0.15 0.3 Miles Attachment 4 - Aerial Map 34 Cannonball Trail, Bristol, Kendall County, IL Legend Project Location Attachment 5 – Location Map 47 30BertramRd RosenwinkelStDicksonRdB a s e l i n e R d Galena Rd B y p a s s 3 0 BlackberryC ree k DicksonRdC o r n e i l s R d Faxon R d Bristol Ridge Rd L i l l ianLnK en nedyR d C a n n o n b a l l T r l Galena Rd SCannonbal l TrlNCannonballTrlStateRoute47NBridgeStNBridgeStRa gin g Waves B r i s t o l K e n n e d y R d Alice Ave EKen d allDrWKend a ll Dr Cen t e r PkwyE Countryside PkwyCannonballTrl Yor k ville M ar ketp l ace C o ncord D r LakewoodCreekDrM a n c h e s t e r D rSimonDrGordonRdGordonRd T r o on D r A d a m A v e G alenaR dMa t l ockDrMcLellanBlvdMill Rd KennedyRdJ u sticeDrB ri s t o l R i d g e R d S u n down Ln B e r r y w ood LnWill o w L n G alenaRdBlac k ber r y Oaks Golf Cour s e Orchard Grov e S tev e n G Bridge P a rk L y n n w o o d FoxRiverO rchidStStateRoute71V eteran sP kw ySa w Wee K ee P a rk ¯0 0.25 0.5 Miles Attachment 5 - Location Map 34 Cannonball Trail, Bristol, Kendall County, IL Legend Project Location Attachment 6 – USGS Map ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│―│―│―│―│ ―│―│―│―│―│―│ ―│―│―│―│―│―│ ―│―│―│―│―│―│ ―│―│―│―│―│―│ ―│―│―│―│―│―│ ―│―│―│―│―│―│ ―│―│―│―│―│―│ ―│―│―│―│―│―│ ―│―│―│―│―│―│ ―│―│―│―│―│―│ ―│―│―│―│―│ ―│―│―│―│―│ ―│―│―│―│―│ 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U.S. Census Bureau, 2017Names............................................................................GNIS, 1980 - 2021Hydrography...............................National Hydrography Dataset, 2003 - 2018Contours............................................National Elevation Dataset, 2019Boundaries..............Multiple sources; see metadata file 2018 - 2019Public Land Survey System................................................BLM, 2020Wetlands.................FWS National Wetlands Inventory Not Available North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid:Universal Transverse Mercator, Zone 16T Produced by the United States Geological Survey This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands. This map was produced to conform with the National Geospatial Program US Topo Product Standard. CONTOUR INTERVAL 10 FEETNORTH AMERICAN VERTICAL DATUM OF 1988 SCALE 1:24 000 1000 500 0 METERS 1000 2000 21KILOMETERS00.51 1 0.5 0 MILES 1 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 FEET YORKVILLE, IL 2021 Expressway Local Connector ROAD CLASSIFICATION Ramp 4WD Secondary Hwy Local Road Interstate Route State RouteUS RouteWX./*7643016365942*NSN.7643016365942NGA REF NO.USGSX24K50144 Attachment 7 – NRCS Soil Report Hydrologic Soil Group—Kendall County, Illinois Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/30/2022 Page 1 of 5461550046159004616300461670046171004617500461790046183004615500461590046163004616700461710046175004617900380300380700381100381500381900382300382700383100383500383900384300 380300 380700 381100 381500 381900 382300 382700 383100 383500 383900 384300 41° 42' 28'' N 88° 26' 26'' W41° 42' 28'' N88° 23' 16'' W41° 40' 55'' N 88° 26' 26'' W41° 40' 55'' N 88° 23' 16'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84 0 500 1000 2000 3000 Feet 0 250 500 1000 1500 Meters Map Scale: 1:20,100 if printed on A landscape (11" x 8.5") sheet. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:12,000. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Kendall County, Illinois Survey Area Data: Version 18, Aug 31, 2021 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 3, 2019—Aug 24, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Kendall County, Illinois Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/30/2022 Page 2 of 5 Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 59A Lisbon silt loam, 0 to 2 percent slopes C/D 13.6 0.9% 103A Houghton muck, 0 to 2 percent slopes A/D 31.3 2.0% 149A Brenton silt loam, 0 to 2 percent slopes B/D 257.7 16.6% 152A Drummer silty clay loam, 0 to 2 percent slopes B/D 232.1 15.0% 206A Thorp silt loam, 0 to 2 percent slopes C/D 17.0 1.1% 210A Lena muck, 0 to 2 percent slopes A/D 3.7 0.2% 219A Millbrook silt loam, 0 to 2 percent slopes C/D 4.0 0.3% 318C2 Lorenzo loam, 4 to 6 percent slopes, eroded B 62.0 4.0% 318D2 Lorenzo loam, 6 to 12 percent slopes, eroded B 17.5 1.1% 325A Dresden silt loam, 0 to 2 percent slopes B 83.9 5.4% 325B Dresden silt loam, 2 to 4 percent slopes B 184.0 11.9% 327B Fox silt loam, 2 to 4 percent slopes B 49.1 3.2% 327C2 Fox silt loam, 4 to 6 percent slopes, eroded B 9.0 0.6% 330A Peotone silty clay loam, 0 to 2 percent slopes C/D 49.7 3.2% 369A Waupecan silt loam, 0 to 2 percent slopes B 273.3 17.7% 512A Danabrook silt loam, 0 to 2 percent slopes C 14.8 1.0% 512B Danabrook silt loam, 2 to 5 percent slopes C 14.4 0.9% 663A Clare silt loam, 0 to 2 percent slopes C 3.3 0.2% 791A Rush silt loam, 0 to 2 percent slopes B 58.9 3.8% 791B Rush silt loam, 2 to 4 percent slopes B 10.1 0.7% Hydrologic Soil Group—Kendall County, Illinois Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/30/2022 Page 3 of 5 Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 969F Casco-Rodman complex, 20 to 30 percent slopes B 1.5 0.1% 3107A Sawmill silty clay loam, heavy till plain, 0 to 2 percent slopes, frequently flooded B/D 147.4 9.5% W Water 9.7 0.6% Totals for Area of Interest 1,548.1 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Hydrologic Soil Group—Kendall County, Illinois Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/30/2022 Page 4 of 5 Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Kendall County, Illinois Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/30/2022 Page 5 of 5 Attachment 8 – BMP Installation Log TPE, IL KE 105, LLC – Bristol (Kendall County), IL June 2023 BMP INSTALLATION LOG Project: TPE IL KE 105, LLC Location: 15 Cannonball Trail Bristol (Kendall County), IL BMP Name Date Installed Description of BMP Installed Responsible Party Attachment 9 – Amendment Log TPE, IL KE 105, LLC – Bristol (Kendall County), IL June 2023 AMENDMENT LOG Project: TPE IL KE 105, LLC Location: 15 Cannonball Trail Bristol (Kendall County), IL Amendment No. Date Description of Amendment EXHIBIT F TPE IL KE105, LLC TPE IL KE106, LLC 3720 S. Dahlia St Denver, CO 80237 June 21, 2023 Jason Engberg Senior Planner United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois 60560 Dear Mr. Engberg, Re: Topsoil at Solar Sites. The Legislation signed by Governor Pritzker on January 27, requires solar projects to enter into an Agricultural Impact Mitigation Agreement (AIMA) With the Illinois Department of Agriculture (IDOA). The AIMA form, provided by IDOA, includes the following language: “Any excavation shall be performed in a manner to preserve topsoil. Best Efforts shall be made to store the topsoil near the excavation site in such manner that it will not become intermixed with subsoil materials.” We interpret this to mean that the topsoil must remain near, or adjacent to the location from which it is excavated. We intend to use helical anchors that are driven into the ground like screws; pilings will not be excavated. Soils will NOT be removed or hauled off-site. Any excavated topsoil will be spread around the point of extraction. Should you have any questions or require any additional information, please contact me by phone at 303.618.9570. or via email at sosborn@tpoint-e.com. Further, any official written correspondence regarding the application and/or payments may be delivered to me at the TPE Dahlia St. address shown above. Thank you, J. Scott Osborn Director of Project Development EXHIBIT G TPE IL KE105, LLC TPE IL KE106, LLC 3720 S. Dahlia St Denver, CO 80237 June 23, 2023 Krysti Barksdale-Noble Community Development Director United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois 60560 Dear Ms. Barksdale-Noble, Re: Native Seed Mixes Please see the attached Memorandum from our civil engineer, Kimley Horn confirming that the proposed vegetative groundcover will use species native to Illinois. Should you have any questions or require any additional information, please contact me by phone at 303.618.9570. or via email at sosborn@tpoint-e.com. Further, any official written correspondence regarding the application and/or payments may be delivered to me at the TPE Dahlia St. address shown above. Thank you, J. Scott Osborn Director of Project Development Page 1 kimley-horn.com 4201 Winfield Road, Suite 600, Warrenville, IL 60555 630 487 5550 June 22, 2023 Attn: Scott Osborn, Director of Project Development TurningPoint Energy Denver, Colorado RE: TPE KE105 & KE106, Yorkville, Illinois Native Vegetation Memorandum Dear Scott, This memo provided by Kimley-Horn verifies that the proposed vegetative groundcover for KE105 and KE106 will be native to the State of Illinois. The Preliminary Landscape Plans, dated April 13th, 2023, provide a list of over 30 species of groundcover vegetation, both grasses and forbs. The following list is a selection of some of the most abundant species by percentage in the seed mix compositions: • Schizachyrium Scoparium, native in many prairies and grasslands throughout most of the US. • Bouteloua curtipendula, native through South-Central Canada and the US down to Mexico. • Sporobolus heterolepis, native to dry prairies throughout the US. • Elymus canadensis, native through most of Canada and the US. • Echinacea purpurea, native to prairies through the Midwest and Southern US. • Dalea purpurea, native to prairies through the Midwest and Southern US. • Coreopsis lanceolata, native to prairies, meadows, and pastures throughout the US. • Rudbeckia hirta, native to prairies and grasslands throughout most of Canada and the US. • Spiraea alba, native to wet meadows and prairies through South-Central Canada and the Midwest US. • Allium cernuum, native through Canada and the US down to Mexico. • Geranium maculatum, native to woodlands and meadows through Canada and the US. Sincerely, Chris Wilson, PLA Kimley-Horn Phone: 630-487-3442 Email: chris.wilson@kimley-horn.com EXHIBIT H 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 PZC 2023-09 & EDC 2023-36 Unified Development Ordinance Presentation City Council – October 10, 2023 CC – 9/26/23 A presentation took place at the 9/26/23 City Council meeting. PZC 2023-09 & EDC 2023-36 None Informational A presentation will take place. Krysti J. Barksdale-Noble Community Development Name Department United City of Yorkville Chapter 4. Use Standards Unified Development Ordinance Update Page 35 of 47 DRAFT FOR REVIEW E. Dwelling, Accessory. 1. One (1) accessory dwelling unit shall be permitted on a lot. The accessory dwelling shall only be allowed on a lot on which the sole principal use is a single-unit dwelling. 2. Detached accessory dwelling units shall not exceed nine hundred (900) square feet or ten (10) percent of size of the lot, whichever is less. 3. Attached accessory dwelling units shall not exceed nine hundred (900) square feet or thirty (30) percent of the size of the principal building, whichever is less. 4. Detached and attached secondary dwelling units shall be located to the rear of the primary building. 5. Only one (1) entrance shall be located on the front façade of the primary building. Entrances to secondary dwelling units must be located on the side or rear façade. 6. Both the principal structure and the accessory dwelling unit shall be served by one (1) common driveway connecting the principal and accessory dwelling units to a public or private road. 7. Parking for the accessory dwelling unit shall be in addition to the parking space(s) required for the primary dwelling unit. The parking for the accessory dwelling unit shall not be located in the required front yard setback. A tandem parking space, where one (1) car is parked behind another within the driveway, with the spaces required for the primary building shall be prohibited. 8. The accessory dwelling shall use the same mailbox, water meter, and trash containers as the principal dwelling unit. The use of additional mailboxes, water meters, and trash containers by the accessory dwelling unit separate from the principal dwelling unit shall be prohibited. 9. Accessory dwelling units shall be similar in character to the primary building and to abutting properties including roof pitch, eaves, exterior building cladding materials, windows, trim, color, and landscaping. Use Minimum Stack Measure From Automated Teller Machine 3 per machine teller machine Bank Teller Lane 2 per lane teller or window Restaurant 6 per order box order box 1 Carwash Stall, Automatic 5 per stall stall entrance Carwash Stall, Manual 3 per stall stall entrance Oil Change Shop 3 per service bay service bay entrance Pharmacy 4 per lane machine or window Other Table 10-4-16(D) Drive Through Stacking Requirements as determined by the Zoning Officer 1. Four (4) of the required stacking spaces are to be located between the order-box and pick-up window, including the stacking space at the order box. Page 157 of 313 United City of Yorkville Chapter 4. Use Standards Unified Development Ordinance Update Page 36 of 47 DRAFT FOR REVIEW Figure 4.13. Accessory Dwelling Unit Standards Page 158 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 1 of 25 DRAFT FOR REVIEW Chapter 6. Sign Standards Purpose and Scope .............................................................................................................................................................. 1 Limit on Sign Area ................................................................................................................................................................ 3 Sign Measurement ............................................................................................................................................................... 4 Permitted Sign Types ........................................................................................................................................................... 5 General Sign Standards ....................................................................................................................................................... 6 Permanent Sign Standards .................................................................................................................................................. 7 Temporary Sign Standards ................................................................................................................................................. 16 Comprehensive Sign Plan .................................................................................................................................................. 23 Prohibited Signs and Content ............................................................................................................................................. 24 Safety, Maintenance, and Abandonment ......................................................................................................................... 24 Purpose and Scope A.Purpose. The purpose of this Chapter is to set out regulations for the erection and maintenance to ensure the appropriate appearance of signs while preserving the right of free speech and expression in keeping with the following principles. 1. The ability to display signs of reasonable size and dimensions is vital to the health and sustainability of many businesses, and the display of signs with noncommercial messages is a traditional component of the freedom of speech, but the constitutional guarantee of free speech may be limited by appropriate and constrained regulation that is unrelated to the expression itself, 2. The City has an important and substantial interest in preventing sign clutter, which is the proliferation of signs of increasing size and dimensions as a result of competition among property owners for the attention of passing motorists, because sign clutter degrades the character of the community, makes the community a less attractive place for commerce and private investment, and dilutes or obscures messages displayed along the City’s streets by creating visual confusion and aesthetic blight, 3. Sign clutter can be prevented by regulations that balance the legitimate needs of individual property owners to convey messages against the comparable needs of adjacent and nearby property owners and the interest of the community as a whole in providing for a high-quality community character, 4. Temporary signs that are not constructed of weather-resistant materials are often damaged or destroyed by wind, rain, and sun, and after such damage or destruction, degrade the aesthetics of the City’s streets if they are not removed, 5. The City has an important and substantial interest in keeping its rights-of-way clear of obstructions and litter, 6. The City has an important and substantial interest in protecting the health of its tree canopy, which contributes to the character and value of the community, and 7. The uncontrolled use of off-premises advertising signs can be injurious to the public, and destructive to community character and property values, and that, as such, restrictions on the display of off-premises commercial signage are necessary and desirable. Page 213 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 2 of 25 DRAFT FOR REVIEW B. Scope. The regulations of this Chapter shall provide a balanced and fair legal framework for design, construction, and placement of signs that: 1. Promotes the safety of persons and property by ensuring that signs do not create a hazard by: a. Collapsing, catching fire, or otherwise decaying, b. Confusing or distracting motorists, or c. Impairing drivers' ability to see pedestrians, obstacles, or other vehicles, or to read traffic signs. 2. Promotes the efficient communication of messages, and ensures that persons exposed to signs: a. Are not overwhelmed by the number of messages presented, and b. Are able to exercise freedom of choice to observe or ignore said messages according to the observer’s purpose, and 3. Protects the public welfare and enhances the appearance and economic value of the community by protecting scenic views and avoiding sign clutter that can compromise the character, quality, and viability of commercial corridors, 4. Ensures that signs are compatible with their surroundings, and prevents the construction of signs that are a nuisance to occupants of adjacent and contiguous property due to brightness, reflectivity, bulk, or height, 5. Promotes the use of signs that are aesthetically pleasing, of appropriate scale, and integrated with the built environment, to meet the objectives related to the quality and character of development set forth in the Comprehensive Plan of the City of Yorkville, 6. Enhances property values and business opportunities, 7. Assists in wayfinding, and 8. Provides fair and consistent permitting and enforcement. Page 214 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 3 of 25 DRAFT FOR REVIEW Limit on Sign Area A.Permanent Sign Area Limit. Each lot with multiunit residential, mixed-use, or non-residential uses shall be allowed aggregate permanent sign area equal to one (1) square foot of sign area per linear foot of lot frontage. B.Temporary Sign Area Limit. Each lot shall be allowed aggregate temporary sign area equal to one (1) square foot of sign area per linear foot of frontage. C.Premises Having Frontage on More Than One Dedicated Street. Premises having frontage on more than one (1) dedicated street shall be allowed an additional one-half (0.5) square foot of aggregate sign area for each lineal foot of the secondary lot frontage; however additional sign area shall only be displayed on the secondary frontage. Figure 6.1. Limit on Sign Area Page 215 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 4 of 25 DRAFT FOR REVIEW Sign Measurement A.Sign Height. The height of a sign shall be computed as the distance from the grade of the centerline of the adjacent street to the top of the highest attached component of the sign. Figure 6.2. Sign Height Measurement B.Sign Area. Sign area shall be computed by means of the smallest square, rectangle, circle, triangle or combination thereof that shall encompass the extreme limits of the writing representation, emblem or other display, together with any material or color forming an integral part of the backing of the display or used to differentiate the sign from the sign base or structure against which it is placed. Sign area shall not include any supporting framework, bracing, decorative fence, or wall when such fence or wall otherwise meets this Title’s regulations and is clearly incidental to the display itself. A double-faced sign shall count as a single sign. Figure 6.3. Sign Area Measurements Page 216 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 5 of 25 DRAFT FOR REVIEW Permitted Sign Types A. The following key is to be used in the interpretation of Table 10-6-4(A) Permitted Sign Types by district. 1.Permitted Sign Types. Sign types marked as “P” in the table shall be permitted subject to all applicable regulations of this Title and only after the issuance of a Sign Permit as detailed in Section 10-8-3(E). 2.Allowed Sign Types. Sign types marked as “A” in the table shall be allowed subject to all applicable regulations of this Title without the issuance of a Sign Permit. 3.Prohibited Sign Types. A blank space in the table indicates that a sign type is not allowed in the respective district. 4.Interpretation of Similar Sign Type. If a proposed sign is not listed in the table, the Zoning Administrator shall determine if the sign is substantially similar to a sign listed in the table. If it is, the standards applied to the proposed sign shall be the standards applicable to the similar sign. If not, the sign shall be regarded as prohibited. 5.Exempt Signs. Any sign located on private property less than two (2) square foot in area and mounted on a structure shall be exempt from the standards of this Chapter. 6.Unlisted Sign Types. Sign types that are not included in Table 10-6-4(A) shall be considered prohibited. R Districts B-1 B-2 B-3 M-1 M-2 A-1 OS PI Wall Sign P (1)PPPPPP (1)PP Single-Tenant Monument Sign P (1)(2)PPPPPP (1)PP Multi-Tenant Monument Sign PPPPP P Awning/Canopy Sign P (1)PPPPPP (1)PP Projecting Sign P P P P P Window Sign AAAAA AA On-Site Traffic Directional Sign P (1)PPPPP PP Wall Mounted Banner Sign P (1)PPPPPP (1)PP Ground Mounted Banner Sign P (1)PPPPPP (1)PP Feather Sign PPPPP P A-Frame/Sandwich Board Sign A (1) A A A Post Sign A AAAAAAAP Yard Sign A AAAAAAAP Cold Air Inflatables AAAAAAAA (2) Sign shall be permitted at entryways or gateways to subdivisions or neighborhoods only. Sign Type Table 10-6-4(A) Permitted Sign Types by District District Permanent Signs Temporary Signs Notes: (1) Sign shall be permitted for nonresidential, mixed use, or multifamily developments only. Page 217 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 6 of 25 DRAFT FOR REVIEW General Sign Standards A.Illumination. 1.Location and Design of Light Source. Whenever an external artificial light source is used for a sign, such source shall be located, shielded, and directed so as not to be directly visible from any public street or private residence. No receptacle or device housing a permitted light source for a sign shall protrude more than twelve (12) inches from the face of the sign or building to which it is attached except if such light source is ground mounted, locked in place, and cannot be redirected. 2.Level of Illumination. In no event shall the illumination of any sign, resulting from any internal or external artificial light source, exceed the outdoor lighting standards established in Section 10-5-7. All artificial illumination shall be so designed, located, shielded, and directed as to prevent the casting of glare or direct light upon adjacent property or streets. B.Electronic Message Boards. Single-tenant and multi-tenant monument signs may incorporate electronic message boards in accordance with the following: 1. The area of the sign devoted to an electronic message board shall be part of, not in addition to, the maximum sign area allowed. 2. The maximum sign area of any sign comprised entirely of an electronic message board shall be eighty (80) percent of the maximum sign area of the single-tenant or multi-tenant sign, as applicable. 3. The electronic message format shall conform to the following requirements: a. The message shall contain a static message or image only and not have movement, or the appearance of movement, during the static display period. b. The transition to change from one message or image to another shall be instant and not dissolve, fade, scroll, travel, or have similar transitions. c. The message shall not change more frequently than once every ten (10) seconds. 4. Electronic message boards must be equipped with a default mechanism that shall stop the messaging or freeze the image in one position when a malfunction in electronic programming occurs. 5. Electronic message boards shall be equipped with a sensor or other device that automatically determines the ambient illumination and is programmed to automatically dim according to light conditions. 6. Illumination of electronic message signs shall not exceed 0.3 foot-candles over the ambient lighting conditions when measured at a distance equal to the square footage of the sign area. 7. Illumination of electronic message signs shall not be detectable across any property line. 8. Applications shall be reviewed by the Zoning Administrator to determine that the sign placement does not interfere with traffic control devices within three hundred (300) feet of the sign or traffic circulation upon roadways. Page 218 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 7 of 25 DRAFT FOR REVIEW Permanent Sign Standards A.Wall Signs. 1.Sign Area. a.Primary Wall Signs. (1)Signs Attached to a Wall With a Public Entrance or Facing a Public Right-of-Way.The maximum sign area shall be two (2) square feet for every one (1) linear foot of the exterior wall to which it is affixed. The sign shall not to exceed seventy-five (75) percent of the width of the exterior wall to which it is attached. (2)Signs Attached to Any Other Wall.The maximum sign area shall be one (1) square foot for every one (1) linear foot of the exterior wall to which it is affixed. The sign shall not exceed fifty (50) percent of the width of the exterior wall to which it is attached. b.Painted Wall Signs. (1)Location on Non-Primary Building Facades.Painted wall signs shall be located on non-primary building facades not facing a public right-of-way. (2)Sign Area.Painted wall signs may cover up to seventy (70) percent of a given façade and up to seventy (70) percent of the entire surface of the structure. (3)Building Permit Required.A building permit shall be required for the establishment of a painted wall sign. 2.Sign Height. No wall sign shall be closer than one (1) foot from the highest roofline or the top of the parapet wall or mansard root. 3.Projection and Clearance. a.Projection. If the wall sign projects more than six (6) inches from the wall of the building or structure to which it is attached, it shall maintain a vertical clearance of at least eight (8) feet. b.Maximum Projection. No wall sign shall project more than twelve (12) inches from the wall of the building or structure to which it is attached. Any sign which projects more than twelve (12) inches from the wall will be defined as a projecting sign as regulated in Section 10-6-6(D). Figure 6.4. Wall Sign Area, Height, and Projection Page 219 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 8 of 25 DRAFT FOR REVIEW 4.Number of Signs. a. Single tenant buildings shall be permitted a total of two (2) primary wall signs or one (1) primary wall sign and one (1) painted wall sign per one hundred (100) linear feet of building frontage. One (1) additional wall sign shall be allowed per additional hundred (100) feet of building frontage. Only one (1) primary/painted wall sign shall be displayed on any single building façade. b. Multi-tenant buildings shall be permitted one (1) wall sign per unit. c. A maximum of two (2) secondary wall signs may be authorized for buildings with lineal frontage in excess of seventy-five (75) feet by the Zoning Administrator provided such additional signage is: (1) In keeping with the overall design and architecture of the building, (2) A minimum of ten (10) feet from the primary wall sign, painted wall sign, and other secondary wall signs, (3) A maximum of fifty (50) percent of the size of the primary wall sign, (4) Accessory to the building’s primary/painted wall sign(s), and (5) The total area of all primary and secondary wall signs does not exceed the maximum wall sign area as established in Section 10-6-6(A)(1). 5.Sign Copy. If the sign copy utilized on a wall sign is either individually affixed letters, raceway letters, applied vinyl, or printed, etched, or otherwise incorporated directly on the sign’s backing plate, the Zoning Administrator may approve an increase in sign copy area up to an additional five (5) percent of the total area of the face of the wall to which the sign is to be affixed. 6.Other Provisions. No wall sign shall be affixed to HVAC screening, elevator overrun, or other features protruding from the roof of the structure. Figure 6.5. Secondary Wall Sign Standards Page 220 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 9 of 25 DRAFT FOR REVIEW B. Monument Signs. 1. General Monument Sign Standards a. Sign Materials. The following classes of sign materials shall be utilized in the determination of allowed sign area and sign height as detailed in Sections 10-6-3(A) and 10-6-3(B). (1) Base Quality Materials. (a) Stone veneer systems, (b) Fiber cement, (c) Wood, (d) EIFs, (e) Precast panels, or (f) Other as determined by the Zoning Administrator. (2) High Quality Materials. (a) Masonry, (b) Natural stone, (c) Steel/wrought iron, or (d) Other as determined by the Zoning Administrator. b. Landscape. (1) All monument signs shall be required to plant and maintain a landscape area at the base of the sign. (2) The minimum area of the landscape area shall be equal to half (1/2) of the square footage of the sign area of the associated sign. (3) Landscape areas shall be planted with one (1) shrub or native grass, per every three (3) square feet of required landscape area. (4) Required shrubs and native grasses shall be approved by the Zoning Administrator as a landscape plan. Page 221 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 10 of 25 DRAFT FOR REVIEW 2. Single-Tenant Monument Signs. a. Sign Dimensions. (1) Base Quality Single-Tenant Monument Signs. Single-tenant monument signs utilizing base quality sign materials shall meet the following dimensional standards. (a) Sign Area. The maximum sign area shall not exceed thirty-two (32) square feet. (b) Sign Height. The maximum sign height of single-tenant monument signs shall not exceed eight (8) feet. (2) High Quality Single-Tenant Monument Signs. Single-tenant monument signs utilizing high quality sign materials shall meet the following dimensional standards. (a) Sign Area. The maximum sign area shall not exceed forty-eight (48) square feet. (b) Sign Height. The maximum sign height of single-tenant monument signs shall not exceed twelve (12) feet. b. Number of Signs. A maximum of one (1) single-tenant monument sign shall be permitted per every eight- hundred (800) continuous, linear feet of lot frontage. c. Location. Single-tenant monument signs shall be located the minimum distance established below per district type from property lines, rights-of-way, and utility easements, shall not block points of ingress or egress, be placed in any sidewalk or pedestrian circulation system, and shall not be located in a vision clearance area as detailed in Section 10-5-6. (1) Residential Districts: Ten (10) feet (2) Nonresidential Districts: Five (5) feet d. Landscape Requirement. All single-tenant monument signs shall be required to plant and maintain a landscape area meeting the requirements of Section 10-6-6(B)(1)(d) at the base of the sign. Figure 6.6. Single-Tenant Monument Sign Standards Page 222 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 11 of 25 DRAFT FOR REVIEW 3. Multi-Tenant Monument Signs. a. Sign Dimensions. (1) Base Quality Multi-Tenant Monument Signs. Multi-tenant monument signs utilizing base quality sign materials shall meet the following dimensional standards. (a) Sign Area. The maximum sign area shall not exceed thirty-two (32) square feet. (b) Sign Height. The maximum sign height of single-tenant monument signs shall not exceed ten (10) feet. (2) High Quality Multi-Tenant Monument Signs. Multi-tenant monument signs utilizing high quality sign materials shall meet the following dimensional standards. (a) Sign Area. The maximum sign area shall not exceed sixty-four (64) square feet. (b) Sign Height. The maximum sign height of single-tenant monument signs shall not exceed fourteen (14) feet. b. Number of Signs. A maximum of one (1) multi-tenant monument sign shall be permitted per lot frontage. c. Location. Multi-tenant monument signs shall be located a minimum of five (5) feet from all property lines and rights-of-way, shall not block points of ingress or egress, be placed in any sidewalk or pedestrian circulation system and shall not be located in a vision clearance area as detailed in Section 10-5-6. d. Landscape Requirement. All multi-tenant monument signs shall be required to plant and maintain a landscape area meeting the requirements of Section 10-6-6(B)(1)(d) at the base of the sign. e. Signs Within Landscaped Medians. Any multi-tenant monument sign within a landscaped median shall be located outside vision clearance areas as specified in Section 10-5-6. Figure 6.7. Multi-Tenant Monument Sign Standards Page 223 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 12 of 25 DRAFT FOR REVIEW C. Awning/Canopy Signs. 1. Sign Area. The maximum sign area of awning/canopy signs shall be fifty (50) percent of the face of the awning or canopy upon which the sign shall be printed or affixed. The area of the awning or canopy sign copy shall count towards the maximum amount of sign area permitted for wall signs as detailed in Section 10-6-6(A)(1). 2. Other Provisions. a. Signs required for public health, safety, and welfare that are posted on awnings/canopies, like “clearance” signs, shall not count towards allowed sign area. b. Awning/canopy signs shall only be permitted on awnings/canopies extending above ground floor entrances or windows. Figure 6.8. Awning/Canopy Sign Standards Page 224 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 13 of 25 DRAFT FOR REVIEW D. Projecting Signs. 1. Sign Area. The maximum permitted sign copy area of projecting signs shall be sixteen (16) square feet. 2. Height. Projecting signs shall not extend above the roofline of the building to which it is attached, or a maximum of twelve (12) feet, whichever is less. 3. Clearance. Projecting signs shall maintain a minimum vertical clearance of eight (8) feet. 4. Number of Signs. A maximum of one (1) projecting sign shall be permitted per ground floor nonresidential tenant space. A projecting sign and a wall sign may be displayed on the same building frontage. A projecting sign and an awning or canopy sign shall not be displayed on the same building frontage. 5. Projection. a. Signs which project over a public right-of-way may horizontally project a maximum of four (4) feet from the mean elevation of the building to which it is attached. b. Signs which project over private property may horizontally project a maximum of eight (8) feet from the mean elevation of the building to which it is attached. 6. Other Provisions. Projecting signs may encroach upon, extend, or project over a public right-of-way or easement. The property owner may be required to provide a release or hold harmless to the City prior to issuing permits for any such signs. Figure 6.9. Projecting Sign Standards Page 225 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 14 of 25 DRAFT FOR REVIEW E. Window Signs. 1. Sign Area. The maximum permitted sign area of a window sign shall be fifty (50) percent of the square footage of the individual window on which the sign shall be located. Figure 6.10. Window Sign Standards Page 226 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 15 of 25 DRAFT FOR REVIEW F. On-Site Traffic Directional Signs. 1. Sign Area. The maximum sign area of on-site traffic directional signs shall not exceed six (6) square feet. Permitted on-site traffic directional sign area shall not count towards aggregate sign area. 2. Sign Height. The maximum height of on-site traffic directional signs shall not exceed four (4) feet. 3. Number of Signs. The permitted number of on-site traffic directional signs shall be determined by the Zoning Administrator as necessary to assist in the safe movement of vehicular and pedestrian traffic on a property. Figure 6.11. On-Site Traffic Directional Sign Standards Page 227 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 16 of 25 DRAFT FOR REVIEW Temporary Sign Standards A.General Standards for Permitted Temporary Signs. 1.Concurrent Display. A maximum of two (2) permitted temporary signs, as permitted per district, may be displayed per lot concurrently, with the exception of feather signs as detailed in Section 10-6-7(D). B.Wall Mounted Banner Signs. 1.Sign Area. a. The maximum sign area of wall mounted banner signs in residential districts or the B-1, B-2, A-1, OS, and PI Districts shall not exceed seven and one-half (7.5) percent of the total area of the face of the wall to which the sign is to be affixed. b. The maximum sign area of wall mounted banner signs in the B-3, M-1, and M-2 Districts shall not exceed ten (10) percent of the total area of the face of the wall to which the sign is to be affixed. 2.Sign Height. No wall mounted banner sign shall protrude above the highest roofline or above the top of the parapet wall or mansard roof. 3.Number of Signs. A maximum of one (1) wall mounted banner sign shall be permitted per lot frontage of a single- tenant building or unit of a multi-tenant building. 4.Location. Wall mounted banner signs shall be affixed to a building. 5.Projection. Wall mounted banner signs shall be affixed flat against the building to which they are mounted. 6.Duration. Wall-mounted banner signs shall be limited to ninety (90) days in any calendar year. Figure 6.12. Wall-Mounted Banner Sign Standards Page 228 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 17 of 25 DRAFT FOR REVIEW C. Ground Mounted Banner Signs. 1. Sign Area. The maximum sign area of a ground mounted banner sign shall not exceed thirty-two (32) square feet. 2. Sign Height. The maximum height of a ground mounted banner sign shall not exceed six (6) feet. 3. Number of Signs. A maximum of one (1) ground mounted banner sign shall be permitted per lot frontage. 4. Location. Ground mounted banner signs shall be located a minimum of five (5) feet from all property lines and shall not block points of ingress or egress, be placed in any sidewalk or pedestrian circulation system and shall not be located in a vision clearance area as detailed in Section 10-5-6. 5. Duration. Ground mounted banner signs shall be limited to ninety (90) days in any calendar year. 6. Other Provisions. a. Ground mounted banner signs shall be securely anchored into the ground or secured in a portable base designed for such function. b. Ground mounted banner signs shall be maintained in good condition and shall not sag, lie on the ground, be torn, or otherwise kept in a disorderly state. Figure 6.13. Ground-Mounted Banner Sign Standards Page 229 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 18 of 25 DRAFT FOR REVIEW D. Feather Sign. 1. Sign Area. The maximum sign area of feather signs shall not exceed twenty-six (26) square feet. 2. Sign Height. The maximum height of a feather sign shall not exceed twelve (12) feet. 3. Number of Signs. a. A maximum of three (3) feather signs sixteen (16) square feet or less shall be permitted per lot frontage. Only one (1) feather sign shall be permitted per frontage when the sign is over sixteen (16) square feet in area. b. For multi-tenant buildings, only one (1) feather sign is permitted per business. 4. Location. a. Feather signs shall be located a minimum of five (5) feet from all property lines and shall not block points of ingress or egress, be placed in any sidewalk or pedestrian circulation system, and shall not be located in a vision clearance area as detailed in Section 10-5-6. b. For multi-tenant buildings, feather signs must be twenty-five (25) feet from any other feather sign. 5. Duration. a. The permitted display period of a feather sign shall be a maximum of thirty (30) consecutive days. b. A total of three (3) nonconcurrent display periods shall be permitted per property per calendar year. c. Nonconcurrent display periods shall be separated by a minimum of thirty (30) days. 6. Other Provisions. a. Feather signs shall be securely anchored into the ground or secured in a portable base designed for such function. b. Feather signs shall be maintained in good condition and shall not sag, lie on the ground, be torn, or otherwise kept in a disorderly state. Figure 6.14. Feather Sign Standards Page 230 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 19 of 25 DRAFT FOR REVIEW E. A-Frame/Sandwich Board Signs. 1. Sign Area. The maximum allowed sign area of a-frame/sandwich board signs shall be eight (8) square feet. 2. Height. The maximum allowed height of a a-frame/sandwich board sign shall be four (4) feet. 3. Number of Signs. A maximum of one (1) a-frame/sandwich board sign shall be permitted per ground floor nonresidential tenant space. 4. Location. a. A-frame/sandwich board signs shall be placed in a manner that preserves a continuous sidewalk width of a minimum of three (3) feet. b. No part of any a-frame/sandwich board sign shall block points of ingress or egress. c. All a-frame/sandwich board signs shall be within seven-hundred fifty (750) feet of the entrance of the associated business. 5. Other Provisions For Parcels within the Downtown Overlay District. a. A-frame/sandwich board signs shall be on-premises signs only, with the exception of B-2 zoned parcels. b. The property owner of B-2 zoned parcels may locate an A-Frame/Sandwich Board sign off premise within the public right-of-way within the Downtown Overlay District. The owner shall be required to provide a release or hold harmless to the City prior to the display of any such signs located within a public right-of-way. 6. Duration of Display. The display of a-frame/sandwich board signs shall only be permitted during the operating hours of the use to which the sign is associated. Figure 6.15. A-Frame/Sandwich Board Sign Standards Page 231 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 20 of 25 DRAFT FOR REVIEW F. Post Signs. 1. Sign Copy Area. a. The maximum sign copy area of a post sign in a residential zoning district shall not exceed six (6) square feet. b. The maximum sign copy area of a post sign in a nonresidential zoning district shall not exceed thirty-two (32) square feet. 2. Sign Height. The maximum height of a post sign shall not exceed six (6) feet. 3. Number of Signs. A maximum of one (1) post sign shall be allowed per lot frontage. 4. Location. Post signs shall be located a minimum of five (5) feet from all property lines and shall not block points of ingress or egress, be placed in any sidewalk or pedestrian circulation system and shall not be located in a vision clearance area as detailed in Section 10-5-6. 5. Other Provisions. a. Post signs shall be securely anchored into the ground or secured in a portable base designed for such function. b. Post signs shall be maintained in good condition and shall not sag, lie on the ground, be torn, or otherwise kept in a disorderly state. Figure 6.16. Post Sign Standards Page 232 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 21 of 25 DRAFT FOR REVIEW G. Yard Signs. 1. Sign Area. The maximum sign area of yard signs shall be as follows. a. Thirty-two (32) square feet for parcels that have frontage along a major arterial road. b. Sixteen (16) square feet for all other parcels. 2. Sign Height. The maximum height of a yard sign shall not exceed four (4) feet. 3. Number of Signs. A maximum of two (2) yard signs may be displayed concurrently. However, during the period sixty (60) days before and fifteen (15) days after a federal, state, or local election an unlimited number of yard signs may be displayed concurrently subject to all other applicable regulations of this section. 4. Location. Yard signs shall be located a minimum of five (5) feet from all property lines, rights-of-way, and utility easements, shall not block points of ingress or egress, shall not be placed in any sidewalk or pedestrian circulation system and shall not be located in a vision clearance area as detailed in Section 10-5-6. 5. Other Provisions. a. Yard signs shall be securely anchored into the ground or secured in a portable base designed for such function. b. Yard signs shall be maintained in good condition and shall not sag, lie on the ground, be torn, or otherwise kept in a disorderly state. c. One (1) yard sign displayed for a period of up to seventy-two (72) hours shall be exempt from the requirements for this section. Figure 6.17. Yard Sign Standards Page 233 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 22 of 25 DRAFT FOR REVIEW H. Cold Air Inflatables. Cold air inflatable signs shall be allowed in all districts with the exception of residential districts. 1. Duration. Cold air inflatable signs shall be allowed once per calendar year for a maximum of seventy-two (72) hours. 2. Sign Height. The maximum height of a cold air inflatable sign shall be twenty-five (25) feet as measured from grade. 3. Location. Inflatable signs shall not be installed below or interfere with any electrical conductors, phone conductors, CATV conductors, fire alarm conductors or any other similar installations. 4. Supports Required. The inflatable structure shall be ground-mounted or attached to supports and guy wires ground- mounted or securely attached to the building roof. No inflatable structure shall be permitted to be secured to any mechanical equipment, parapet walls or other items normally found on the roof of a structure. 5. Encroachment. Inflatable signs shall be anchored to prevent dislocation, entanglement or encroachment onto adjacent properties or public streets, or undue hazard to motorists or pedestrians. Figure 6.18. Cold Air Inflatable Sign Standards Page 234 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 23 of 25 DRAFT FOR REVIEW Comprehensive Sign Plan A.Intent. The intent of the comprehensive sign program is to provide an alternative procedure under which signs can be designed, constructed, and erected with innovation, imagination, and creative architecture. The objective of the comprehensive sign plan is to encourage a higher level of design and amenity than is possible to achieve under otherwise applicable sign regulations. B.Applicability. Any building or development may elect to submit a comprehensive sign plan. After the approval of a comprehensive sign plan, no permanent sign shall be erected, placed, or maintained except in conformance with the Comprehensive Sign Plan. C.Conditions. The Zoning Administrator may attach conditions, requirements, or standards necessary to assure that the signs covered by the Comprehensive Sign Plan will not be materially detrimental to persons or property in the vicinity. In making its determination, the Zoning Administrator shall not base any condition on the content of a sign. D.Evaluation Criteria. 1.Placement. All signs shall be placed where they are visible and legible. Factors to be considered include the location of a sign relative to traffic movement and access points, site features, other structures, and orientation relative to viewing distances and viewing angles. Wall Signs may be approved on building walls other than the wall of a unit of a multi-tenant building in which some units have little or no visibility from the street. 2.Quantity. The number of signs that may be approved within any development shall be sufficient to provide necessary facilitation of internal circulation of vehicular and pedestrian traffic and wayfinding for safety of the occupants of vehicles and pedestrians. Factors to be considered shall be those that impact safety considerations such as the size of the development and the number of development sub-areas. 3.Size. All signs shall be no larger than necessary for visibility and legibility but in no instance shall the sign area or sign height exceed the maximum established per sign type per district. Factors to be considered in determining appropriate size include topography, volume, and speed of traffic, viewing distances and angles, proximity to adjacent uses, and placement of display. E.Application. A comprehensive sign plan shall be submitted on a form established by the Zoning Administrator. The application shall contain the following information as well as all other information required by the Zoning Administrator to ensure compliance with the comprehensive sign plan evaluation criteria. 1. Name, address, and telephone number of the applicant. 2. Location of building, structure, or lot to which or upon which the comprehensive sign plan shall apply. 3. Name of person, firm, corporation, or association developing the comprehensive sign plan. 4. Written consent of the owner or lessee of the building, structure, or land to which the proposed comprehensive sign plan is applicable. 5. Scale drawing of all signs included in the comprehensive sign plan indicating the dimensions, the materials to be used, the type of illumination, if any, and the method of construction and attachment. Said drawings shall be drawn at a scale no smaller than one-eight (1/8) inch equals one (1) foot and shall be prepared, signed, and sealed by a registered professional engineer when required by the Zoning Administrator. 6. A scale drawing indicating the location and position of all signs included in the comprehensive sign plan in relation to nearby buildings or structures. Said drawing shall be at a scale no smaller than one (1) inch equals fifty (50) feet. F.Review and Action. The Zoning Administrator shall review the comprehensive sign plan application and approve, approve with conditions, or deny the application based on the evaluation criteria. A written decision including the findings on the evaluation criteria shall be rendered to the applicant. Page 235 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 24 of 25 DRAFT FOR REVIEW G.Appeals. Any applicant who receives a notice of denial from the Zoning Administrator may, within thirty (30) days after receipt of such decision, appeal such decision to the Board of Adjustment by filing a written notice of appeal with the Zoning Administrator with an explanation as to why said decision was not warranted according to the applicant. Prohibited Signs and Content A.Prohibited Signs. The following sign types shall be prohibited in all districts: 1. Pole/Pylon Signs 2. Billboards 3. Roof Signs 4. Outline Lighting 5. Signs located on City property without the City’s permission 6. Signs which encroach on the public right-of-way B.Prohibited Content. 1. The following content is prohibited without reference to the viewpoint of the individual speaker: a. Content that is prohibited or restricted per state or federal statute. b. Text or graphics that advertise unlawful activity, c. Text or graphics that are obscene, fighting words, defamation, incitement to imminent lawless action, or true threats, or d. Text or graphics that present a clear and present danger due to their potential confusion with traffic control signs or signs that provide public safety information (for example, signs that use the words "Stop," "Yield," "Caution," or "Danger," or comparable words, phrases, symbols, or characters in such a manner as to imply a safety hazard that does not exist). 2. The narrow classifications of content that are prohibited by this subsection are either not protected by the United States or Illinois Constitutions or are offered limited protection that is outweighed by the substantial governmental interests in protecting the public safety and welfare. It is the intent of the City Council that each paragraph of this Subsection be individually severable in the event that a court of competent jurisdiction were to hold one or more of them to be inconsistent with the United States or Illinois Constitutions. Safety, Maintenance, and Abandonment A. Every sign and all parts thereof, including framework, supports, background, anchors and wiring systems shall be constructed and maintained in compliance with applicable building and other codes adopted by the City. B. All signs, together with all supports, braces, guys, and anchors shall be kept in proper repair in accordance with the provisions of this Title. When not galvanized or constructed of approved corrosion resistive, noncombustible materials, signs shall be painted when necessary to prevent corrosion, rust, peeling paint, and excessive fading. Failure of owners to keep signs maintained in good mechanical and visual repair shall be deemed a violation of this Title. C. It shall be the duty and responsibility of the owner or lessee of every sign to maintain the immediate premises occupied by the sign in a clean condition, free of rubbish. Page 236 of 313 United City of Yorkville Chapter 6. Sign Standards Unified Development Ordinance Update Page 25 of 25 DRAFT FOR REVIEW D. If the Zoning Administrator shall find that any sign is unsafe or unsecure, or is a threat to the public safety, or was, after the adoption of this Title constructed, erected, or maintained in violation of the provisions of this title, he or she shall give written notice per the provisions of this Title. Such notice shall specify the manner in which the sign is unsafe or in violation of this Title. E. Sign copy shall be removed and in the case of a wall sign, the building façade shall be repaired, by the owner or lessee of the premises upon which the sign is located when the use which the sign is associated is no longer conducted on the premises. The sign copy shall be removed within thirty (30) days of when the use ceases to operate. If the owner or lessee fails to remove the sign copy, the Zoning Administrator shall give the owner thirty (30) days written notice to remove it. Failure to comply with the notice shall be deemed a violation of this Title. Page 237 of 313 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 10, 2023 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 10, 2023 None Informational Bart Olson Administration Name Department