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City Council Packet 2023 07-25-23 AGENDA CITY COUNCIL MEETING Tuesday, July 25, 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. Minutes of the Regular City Council – June 27, 2023 2. Minutes of the Regular City Council – July 11, 2023 3. Bill Payments for Approval $ 2,757.40 (vendors – FY 23) $ 1,196,979.96 (vendors – FY 24) $ 371,196.72 (payroll period ending 07/07/2023) $ 1,570,934.08 (total) 4. PW 2023-60 Resolution Approving Recommendations for Stop Signs in the Grande Reserve Subdivision – authorize the Mayor and City Clerk to execute 5. PW 2023-61 Resolution Approving Recommendation for No Parking on the North Side of Garden Street – authorize the Mayor and City Clerk to execute 6. PW 2023-62 Corneils Road Interceptor – Change Order No. 2 (Balancing) – approve Corneils Road Interceptor – Change Order No. 2 (Balancing) and authorize the Mayor to execute 7. PW 2023-64 2023 Water Main Improvements Contract B – Change Order No. 1 – approve 2023 Water Main Improvements Contract B – Change Order No.1 and authorize the Mayor to execute United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us City Council Agenda July 25, 2023 Page 2 Consent Agenda (cont’d): 8. PW 2023-66 South Central EWST Rehabilitation - Design Engineering Agreement – authorize the Mayor and City Clerk to execute Mayor’s Report: 1. CC 2023-44 Ordinance Waiving Construction Guarantee for the Kendall County New Office Building at 105 West Fox Street 2. CC 2023-45 Resolution Approving a Janitorial Professional Services Agreement with Uni-Max Management Corp. 3. CC 2023-46 Countryside Pavilion Park Update Public Works Committee Report: 1. PW 2023-59 BrightFarms – Well Modifications 2. PW 2023-63 2023 Water Main Improvements Contract A – Change Order No. 1 3. PW 2023-65 Beaver Street Pump Station Improvements – Change Order No. 1 (Balancing) Economic Development Committee Report: Public Safety Committee Report: Administration Committee Report: Park Board: Planning and Zoning Commission: 1. PZC 2023-02 & EDC 2023-22 Bristol Ridge Solar 105 & PZC 2023-03 & EDC 2023-23 Bristol Ridge Solar 106 a. Ordinance Approving the First Amendment to the Annexation Agreement for a Portion of the Bristol Ridge Subdivision (Daniel B Light) b. First Amendment to the Annexation Agreement Between United City of Yorkville and Bristol Ridge, LLC (Bristol Ridge) 2. PZC 2023-02 & EDC 2023-22 Bristol Ridge 105 – Solar Farm a. 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 b. 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 c. 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 City Council Agenda July 25, 2023 Page 3 Planning and Zoning Commission (cont’d): 3. PZC 2023-03 & EDC 2023-23 Bristol Ridge 106 – Solar Farm a. Ordinance Approving the Rezoning to the A-1 Agricultural Zoning District of Certain Territory Generally Located at East of Cannonball Trail and South of Galena Road b. Ordinance Granting a Freestanding Solar Energy Systems Clearance Variance for the Property Generally Located at East of Cannonball Trail and South of Galena Road c. Ordinance Approving a Special Use for the Property Generally Located at East of Cannonball Trail and South of Galena Road 4. PZC 2023-04 & EDC 2023-28 Ordinance Granting Sign Variances for the Property Located at 2505 Boomer Lane (Trinity Church United Methodist) City Council Report: City Clerk’s Report: Community and Liaison Report: Staff Report: Mayor’s Report (cont’d): 4. CC 2021-04 City Buildings Updates 5. CC 2021-38 Water Study Update a. WIFIA LOI Financial Projections Additional Business: Citizen Comments: Executive Session: Adjournment: COMMITTEES, MEMBERS AND RESPONSIBILITIES ADMINISTRATION: August 8, 2023 – 6:00 p.m. – City Hall Conference Room Committee Departments Liaisons Chairman: Alderman Marek Finance Library Vice-Chairman: Alderman Plocher Administration Committee: Alderman Koch Committee: Alderman Corneils City Council Agenda July 25, 2023 Page 4 COMMITTEES, MEMBERS AND RESPONSIBILITIES cont’d: ECONOMIC DEVELOPMENT: August 1, 2023 – 6:00 p.m. – City Hall Conference Room 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: September 7, 2023 – 6:00 p.m. – City Hall Conference Room Committee Departments Liaisons Chairman: Alderman Transier Police School District Vice-Chairman: Alderman Tarulis Committee: Alderman Soling Committee: Alderman Funkhouser PUBLIC WORKS: August 15, 2023 – 6:00 p.m. – City Hall Conference Room 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, July 25, 2023 7:00 PM CITY COUNCIL CHAMBERS ---------------------------------------------------------------------------------------------------------------------------------------- AMENDMENTS TO AGENDA: ---------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS ON AGENDA ITEMS: ----------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- CONSENT AGENDA: ----------------------------------------------------------------------------------------------------------------------------------------- 1. Minutes of the Regular City Council – June 27, 2023 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. Minutes of the Special City Council – July 11, 2023 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 3. Bill Payments for Approval □ Approved ________ □ As presented □ As amended □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2023-60 Resolution Approving Recommendations for Stop Signs in the Grande Reserve Subdivision □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 5. PW 2023-61 Resolution Approving Recommendation for No Parking on the North Side of Garden Street □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 6. PW 2023-62 Corneils Road Interceptor – Change Order No. 2 (Balancing) □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 7. PW 2023-64 2023 Water Main Improvements Contract B – Change Order No. 1 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 8. PW 2023-66 South Central EWST Rehabilitation - Design Engineering Agreement □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ---------------------------------------------------------------------------------------------------------------------------------------- MAYOR’S REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- 1. CC 2023-44 Ordinance Waiving Construction Guarantee for the Kendall County New Office Building at 105 West Fox Street □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. CC 2023-45 Resolution Approving a Janitorial Professional Services Agreement with Uni-Max Management Corp. □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 3. CC 2023-46 Countryside Pavilion Park Update □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ---------------------------------------------------------------------------------------------------------------------------------------- PUBLIC WORKS COMMITTEE: ----------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2023-59 Bright Farms – Well Modifications □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2023-63 Water Main Improvements Contract A – Change Order No. 1 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2023-65 Beaver Street Pump Station Improvements – Change Order No. 1 (Balancing) □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ---------------------------------------------------------------------------------------------------------------------------------------- PLANNING AND ZONING COMMISSION: ----------------------------------------------------------------------------------------------------------------------------------------- 1. PZC 2023-02 & EDC 2023-22 Bristol Ridge Solar 105 & PZC 2023-03 & EDC 2023-23 Bristol Ridge Solar 106 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. First Amendment to the Annexation Agreement Between United City of Yorkville and Bristol Ridge, LLC (Bristol Ridge) □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. PZC 2022-02 & EDC 2023-22 Bristol Ridge 105 – Solar Farm a. 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 ________________________________________________________________________ b. 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 ________________________________________________________________________ c. 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 _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 3. PZC 2022-03 & EDC 2023-23 Bristol Ridge 106 – Solar Farm a. Ordinance Approving the Rezoning to the A-1 Agricultural Zoning District of Certain Territory Generally Located at East of Cannonball Trail and South of Galena Road □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ b. Ordinance Granting a Freestanding Solar Energy Systems Clearance Variance for the Property Generally Located at East of Cannonball Trail South of Galena Road □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ c. Ordinance Approving a Special Use for the Property Generally Located at East of Cannonball Trail and South of Galena Road □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 4. PZC 2023-04 & EDC 2023-28 Ordinance Granting Sign Variance for the Property Located at 2505 Boomer Lane (Trinity Church United Methodist) □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- MAYOR’S REPORT (CONT’D): ----------------------------------------------------------------------------------------------------------------------------------------- 4. CC 2021-04 City Buildings Updates □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 5. CC 2021-38 Water Study Update a. WIFIA LOI Financial Projections □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS: ----------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: ----------------------------------------------------------------------------------------------------------------------------------------- Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Consent Agenda #1 Tracking Number Minutes of the Regular City Council – June 27, 2023 City Council – July 25, 2023 Majority Approval Approval of Minutes Jori Behland Administration Name Department DRAFT MINUTES OF THE REGULAR MEETING OF THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, HELD IN THE CITY COUNCIL CHAMBERS, 651 PRAIRIE POINTE DRIVE ON TUESDAY, JUNE 27, 2023 Mayor Purcell called the meeting to order at 7:00 p.m. and led the Council in the Pledge of Allegiance. ROLL CALL City Clerk Behland called the roll. Ward I Koch Present Transier Present Ward II Plocher Present (arrived at 7:04 p.m.) Soling Present Ward III Funkhouser Present Marek Present Ward IV Tarulis Present Corneils Present Staff in attendance at City Hall: City Clerk Behland, City Administrator Olson, Chief of Police Jensen, Attorney Lamb, Public Works Director Dhuse, Community Development Director Barksdale-Noble, Finance Director Fredrickson, Parks and Recreation Director Evans, and Assistant City Administrator Willrett. Members of the public were able to attend this meeting in person as well as being able to access the meeting remotely via Zoom which allowed for video, audio, and telephonic participation. A meeting notice was posted on the City’s website on the agenda, minutes, and packets webpage with instructions regarding remote meeting access and a link was included for the public to participate in the meeting remotely:https://us02web.zoom.us/j/88516153855?pwd=QWxXWVhUOGJjVWFrTWpsZGwxQkFxdz09. The Zoom meeting ID was 885 1615 3855. QUORUM A quorum was established. AMENDMENTS TO THE AGENDA None. PRESENTATIONS None. PUBLIC HEARINGS None. CITIZEN COMMENTS ON AGENDA ITEMS None. CONSENT AGENDA 1. Bill Payments for Approval $ 33,693.77 (vendors – FY 23) $ 603,404.26 (vendors – FY 24) $ 200,000.00 (wire payments) $ 380,361.50 (payroll period ending 06/09/2023) $ 1,217,459.53 (total) 2. Resolution 2023-20 Authorizing the Expenditure of Funds – authorize the Mayor and City Clerk to execute (PW 2023-51) 3. E. Main Street Improvements – Balancing Change Order – approve E. Main Street Improvements – Change Order No. 2 (Balancing) and authorize the Mayor to execute (PW 2023-55) 4. Treasurer’s Reports for March-May 2023 (ADM 2023-22) 5. FY24 Travel Authorizations – approve travel authorizations for elected officials as presented in packet materials (ADM 2023-28) The Minutes of the Regular Meeting of the City Council – June 27, 2023 – Page 2 of 4  Mayor Purcell entertained a motion to approve the consent agenda. So moved by Alderman Transier; seconded by Alderman Soling. Motion approved by a roll call vote. Ayes-7 Nays-0 Koch-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Corneils-aye REPORTS MAYOR’S REPORT Ordinance 2023-21 Amending the Yorkville City Code, Title 3, Chapter 2, Section 3-2-10 (Places of Eating Tax) (CC 2023-40) Mayor Purcell entertained a motion to approve an Ordinance Amending the Yorkville City Code, Title 3, Chapter 2, Section 3-2-10 (Places of Eating Tax) and authorize the Mayor and City Clerk to execute. So moved by Alderman Tarulis; seconded by Alderman Koch. Motion approved by a roll call vote. Ayes-7 Nays-1 Plocher-aye, Funkhouser-nay, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Corneils-aye, Koch-aye DuPage Water Commission (CC 2023-43) Ordinance 2023-22 a. Authorizing the Third Amendment to the Annual Budget of the United City of Yorkville, for the Fiscal Year Commencing on May 1, 2023 and Ending on April 30, 2024 Mayor Purcell entertained a motion to approve an Ordinance Authorizing the Third Amendment to the Annual Budget of the United City of Yorkville, for the Fiscal Year Commencing on May 1, 2023 and Ending on April 30, 2024 and authorize the Mayor and City Clerk to execute. So moved by Alderman Corneils; seconded by Alderman Transier. Motion approved by a roll call vote. Ayes-8 Nays-0 Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Corneils-aye, Koch-aye, Plocher-aye Resolution 2023-21 b. Approving an Amended and Restated Escrow Intergovernmental Agreement By and Among the United City of Yorkville, The Village of Oswego, The Village of Montgomery and the DuPage Water Commission Mayor Purcell entertained a motion to approve a Resolution Approving an Amended and Restated Escrow Intergovernmental Agreement By and Among the United City of Yorkville, The Village of Oswego, The Village of Montgomery and the DuPage Water Commission and authorize the Mayor and City Clerk to execute. So moved by Alderman Funkhouser; seconded by Alderman Marek. Motion approved by a roll call vote. Ayes-8 Nays-0 Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Corneils-aye, Koch-aye, Plocher-aye, Funkhouser-aye PUBLIC WORKS COMMITTEE REPORT 2023 Water Main Replacement Contract B – Contract Award (PW 2023-53) Alderman Koch made a motion to approve the bid and award contract to Winninger Excavating, Inc. in the amount not to exceed $1,983,518.44 and authorize the Mayor and City Clerk to execute; seconded by Alderman Marek. Motion approved by a roll call vote. Ayes-8 Nays-0 Transier-aye, Soling-aye, Marek-aye, Corneils-aye, Koch-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye The Minutes of the Regular Meeting of the City Council – June 27, 2023 – Page 3 of 4  2023 Water Main Replacement Contract B – Construction Engineering Agreement (PW 2023-54) Alderman Koch made a motion to approve the 2023 Water Main Replacement Contract B – Professional Services Agreement – Construction Engineering Agreement and authorize the Mayor and City Clerk to execute; seconded by Alderman Tarulis. Motion approved by a roll call vote. Ayes-8 Nays-0 Soling-aye, Marek-aye, Corneils-aye, Koch-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye ECONOMIC DEVELOPMENT COMMITTEE REPORT No report. PUBLIC SAFETY COMMITTEE REPORT No report. ADMINISTRATION COMMITTEE REPORT Scanning Proposal Phase 2 – ComDev (ADM 2023-27) Alderman Marek made a motion to approve the Scanning Proposal for Phase 2 with Konica Minolta in the amount not to exceed $108,742 and authorize the Mayor to execute; seconded by Alderman Funkhouser. Motion approved by a roll call vote. Ayes-8 Nays-0 Marek-aye, Corneils-aye, Koch-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye IT Contract (ADM 2023-29) Resolution 2023-22 a. Dissolving of the GovITC Consortium Alderman Marek made a motion to approve a Resolution of the United City of Yorkville, Kendall County, Illinois Dissolving of the GovITC Consortium and authorize the Mayor and City Clerk to execute; seconded by Alderman Koch. Motion approved by a roll call vote. Ayes-8 Nays-0 Corneils-aye, Koch-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye b. Approval of IT Contract with InterDev Alderman Marek made a motion to approve the IT Contract with InterDev and authorize the Mayor and City Clerk to execute; seconded by Alderman Soling. Motion approved by a roll call vote. Ayes-8 Nays-0 Koch-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Corneils-aye PARK BOARD Independence Day Celebration Parks and Recreation Director Evans reported on the City’s Independence Day Celebration that will take place on Tuesday, July 4th, at the Town Square Park. The parade starts at 9:00 a.m., with Town Square Park activities immediately following. A fireworks display will begin at dusk near the corner of Route 47 and Countryside Parkway (south of Menards). PLANNING AND ZONING COMMISSION Ordinance 2023-23 Approving a Special Use for a Multi-Unit Dwelling Unit Located Above a Commercial Land Use (Little Loaf Bakehouse) (PZC 2023-05) Mayor Purcell entertained a motion to approve an Ordinance Approving a Special Use for a Multi-Unit Dwelling Unit Located Above a Commercial Land Use and authorize the Mayor and City Clerk to execute. So moved by Alderman Koch; seconded by Alderman Funkhouser. Motion approved by a roll call vote. Ayes-8 Nays-0 Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Corneils-aye, Koch-aye The Minutes of the Regular Meeting of the City Council – June 27, 2023 – Page 4 of 4  CITY COUNCIL REPORT No report. CITY CLERK’S REPORT No report. COMMUNITY & LIAISON REPORT No report. STAFF REPORT No report. MAYOR’S REPORT (cont’d) Certificate of Achievement Mayor Purcell shared that the City of Yorkville was awarded for the 12th time the Certificate of Achievement for Excellence in Financial Reporting. This is for the annual comprehensive financial report for the April 30, 2022 fiscal year. Mayor Purcell thanked Finance Director Rob Fredrickson for his continued outstanding work. City Building Updates (CC 2022-04) No update. Water Study Update (CC 2021-38) No update. ADDITIONAL BUSINESS BrightFarms Status Alderman Funkhouser asked for a status update on the BrightFarms project from City staff. City Administrator Olson stated they still have an active permit. We have received their well request. And our staff believes we have enough material to begin the review, and they hope to have material at the following public works committee meeting. CITIZEN COMMENTS Barb, a resident from Plano, shared with the Council that the Sound of Freedom movie is showing on the 4th of July which is regarding children being trafficked. She is concerned with age constrictions being removed on drag activity in Yorkville. Molly Krempski discussed the Christian founding of America and the separation of church and state. She stated the primary source of the founding fathers' words is from the Bible. She then discussed the distinction between the founding of Christ vs. man-made religion. EXECUTIVE SESSION 1. Mayor Purcell entertained a motion to go into executive session for litigation. So moved by Alderman Marek seconded by Alderman Koch. Motion approved by a roll call vote. Ayes-8 Nays-0 Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Corneils-aye, Koch-aye, Plocher-aye The City Council entered executive session at 7:35 p.m. The City Council returned to regular session at 7:51 p.m. ADJOURNMENT Mayor Purcell entertained a motion to adjourn the City Council meeting. So moved by Alderman Corneils; seconded by Alderman Marek. Motion unanimously approved by a viva voce vote. Meeting adjourned at 7:52 p.m. Minutes submitted by: Jori Behland, City Clerk, City of Yorkville, Illinois Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Consent Agenda #2 Tracking Number Minutes of the Regular City Council – July 11, 2023 City Council – July 25, 2023 Majority Approval Approval of Minutes Monica Cisija Administration Name Department DRAFT MINUTES OF THE REGULAR MEETING OF THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, HELD IN THE CITY COUNCIL CHAMBERS, 651 PRAIRIE POINTE ROAD ON TUESDAY, JULY 11, 2023 Mayor Purcell called the meeting to order at 7:00 p.m. and led the Council in the Pledge of Allegiance. ROLL CALL Deputy Clerk Cisija called the roll. Ward I Koch Present Transier Present Ward II Plocher Present Soling Present Ward III Funkhouser Present Marek Present Ward IV Tarulis Present Corneils Present Staff in attendance at City Hall: Deputy Clerk Monica Cisija, City Administrator Olson, Chief of Police Jensen, Attorney Orr, Public Works Director Dhuse, Parks and Recreation Director Evans, Community Development Director Barksdale-Noble, Assistant City Administrator Willrett, and EEI Engineer Sanderson. Staff in attendance electronically: Finance Director Fredrickson. Members of the public were able to attend this meeting in person as well as being able to access the meeting remotely via Zoom which allowed for video, audio, and telephonic participation. A meeting notice was posted on the City’s website on the agenda, minutes, and packets webpage with instructions regarding remote meeting access and a link was included for the public to participate in the meeting remotely:https://us02web.zoom.us/j/85000158131?pwd=OTBScUVWTE9VSThtdGoraGVVQnlidz09. The Zoom meeting ID was 850 0015 8131. QUORUM A quorum was established. AMENDMENTS TO THE AGENDA None. PRESENTATIONS None. PUBLIC HEARINGS None. CITIZEN COMMENTS ON AGENDA ITEMS None. CONSENT AGENDA 1. Minutes of the Regular City Council – June 13, 2023 2. Bill Payments for Approval $ 391,087.01 (vendors – FY 23) $ 1,414,815.31 (vendors – FY 24) $ 291,389.02 (wire payments) $ 412,415.43 (payroll period ending 06/23/2023) $ 2,509,706.77 (total) Mayor Purcell entertained a motion to approve the consent agenda. So moved by Alderman Funkhouser; seconded by Alderman Plocher. Motion approved by a roll call vote. Ayes-8 Nays-0 Koch-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Corneils-aye The Minutes of the Regular Meeting of the City Council – July 11, 2023 – Page 2 of 3  REPORTS MAYOR’S REPORT Independence Day Celebration Mayor reported there was a great turnout for the Independence Day Parade. Parks and Recreation Director Evans thanked everyone and the volunteers for attending. The parade was fantastic, and the fireworks show was great. Ordinance 2023-24 Authorizing and providing for the issuance of General Obligation (Alternate Revenue Source), Series 2023A, of the United City of Yorkville, Kendall County, Illinois, in the aggregate principal amount not to exceed $11,000,000, for the purpose of providing for certain enhancements to the City’s water supply system, authorizing the execution of one or more bond orders and providing for the imposition of taxes to pay principal of and interest on such bonds (CC 2022-37) Mayor Purcell entertained a motion to approve an Ordinance authorizing and providing for the issuance of General Obligation Bonds (Alternate Revenue Source), Series 2023A, of the United City of Yorkville, Kendall County, Illinois, in the aggregate principal amount not to exceed $11,000,000, for the purpose of providing for certain enhancements to the City’s water supply system, authorizing the execution of one or more bond orders and providing for the imposition of taxes to pay principal of and interest on such bonds and authorize the Mayor and City Clerk to execute. So moved by Alderman Transier; seconded by Alderman Soling. Finance Director Rob Fredrickson reported this is the final step in the bond issuance process, which sets up terms and conditions and authorizes the City Administrator to execute the bond purchase agreement. The City did better than it was initially expected. The bonds are callable, and any time after December 30, 2033, they can be called, assuming it is a favorable environment. Mayor Purcell added that these dollars would be used as part of the DuPage water project this year, and EEI Engineer Sanderson added water mains would be replaced. Motion approved by a roll call vote. Ayes-8 Nays-0 Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Corneils-aye, Koch-aye PUBLIC WORKS COMMITTEE REPORT No report. ECONOMIC DEVELOPMENT COMMITTEE REPORT No report. PUBLIC SAFETY COMMITTEE REPORT No report. ADMINISTRATION COMMITTEE REPORT No report. PARK BOARD Yorkville River Fest Parks and Recreation Director Evans reported River Fest will be Friday, July 14, 2023, and Saturday, July 15, 2023, at Riverfront Park. There will be live music and a cardboard boat race on Friday. On Saturday there will also be live music and a ton of activities. All details can be found on the City’s website at: https://www.yorkville.il.us/579/Yorkville-River-Fest?fbclid=IwAR2TyvM3DG7- hCwb9x_G_vz4Q5QS_Mn1yhLp1DLYUprR09JzC9unoGMJ0No). PLANNING AND ZONING COMMISSION No report. CITY COUNCIL REPORT No report. CITY CLERK’S REPORT No report. COMMUNITY & LIAISON REPORT Alderman Soling reported YSBD is currently reviewing its ordinances in accordance with IEPA phosphorous removal. They will continue doing smoke testing at the end of August or the beginning of September and put outdoor hangers for affected residents. The Minutes of the Regular Meeting of the City Council – July 11, 2023 – Page 3 of 3  STAFF REPORT No report. MAYOR’S REPORT (cont’d) City Building Updates (CC 2022-04) No update. Water Study Update (CC 2021-38) Mayor Purcell stated we would have to look at water connection fees and will be coming up with something in the next couple of months. City Administrator Olson gave an overview of the WIFIA Letter of Interest and the loan process. Alderman Transier asked if Montgomery and Oswego are doing the same type of loan application and whether the likelihood of success is greater with multiple municipalities. Bart responded they are, and we are the first. He further explained that the main WIFIA contact encouraged us to narrow down internally what type of application we wanted to do and apply. Yorkville is eligible for an 8% WIFIA loan because of population size, whereas Montgomery and Oswego are not. ADDITIONAL BUSINESS None. CITIZEN COMMENTS Barb from Plano discussed the Sound of Freedom movie and clarified a statement she made last week. She also shared a scripture from the Bible. EXECUTIVE SESSION None. ADJOURNMENT Mayor Purcell entertained a motion to adjourn the City Council meeting. Motion unanimously approved by a viva voce vote. Meeting adjourned at 7:18 p.m. Minutes submitted by: Monica Cisija, Deputy Clerk, City of Yorkville, Illinois Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Consent Agenda #3 Tracking Number Bills for Payment City Council – July 25, 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: 07/18/23TIME: 12:18:22UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538959 INTERDEV INTERDEV, LLCCW1038707 04/30/23 01 DUO SECURITY AND SENTINEL ONE 01-640-54-00-5450 1,203.6502 BILLING FOR APR 2023 ** COMMENT **INVOICE TOTAL: 1,203.65 *CHECK TOTAL: 1,203.65538960 PRINTSRC LAMBERT PRINT SOURCE, LLC3281 03/29/23 01 CUSTOM TRUCK DECALS 79-790-56-00-5620 100.00INVOICE TOTAL: 100.00 *CHECK TOTAL: 100.00D003039 SENGM MATT SENG041823 MILEAGE 07/10/23 01 LOCAL 150 TRAINING MILEAGE 01-410-54-00-5415 103.7502 REIMBURSEMENT FOR 04/18 & ** COMMENT **03 04/19 ** COMMENT **INVOICE TOTAL: 103.75 *DIRECT DEPOSIT TOTAL: 103.75538961 WERDERW WALLY WERDERICH071423-APR 2023 07/14/23 01 APR 2023 ADMIN HEARINGS 01-210-54-00-5467 300.00INVOICE TOTAL: 300.00 *071423-FEB 2023 07/14/23 01 FEB 2023 ADMIM HEARINGS 01-210-54-00-5467 300.00INVOICE TOTAL: 300.00 *071423-JAN 2023 07/14/23 01 JAN 2023 ADMIN HEARINGS 01-210-54-00-5467 450.00INVOICE TOTAL: 450.00 *071423-MAR 2023 07/14/23 01 MAR 2023 ADMIN HEARINGS 01-210-54-00-5467 300.00INVOICE TOTAL: 300.00 *CHECK TOTAL: 1,350.00)<Page 1 of 34 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 MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216 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: 07/18/23TIME: 12:18:22UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------2,653.65103.75TOTAL CHECKS PAID:TOTAL ',5(&7DEPOSITS PAID:TOTAL AMOUNT PAID:2,757.40)<Page 2 of 342,757.40 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: 07/18/23 UNITED CITY OF YORKVILLETIME: 09:51:06 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECKINVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------KCRKENDALL COUNTY RECORDER'S 131218 07/06/23145224 07/06/23 01 LITTLE LOAF BAKERY SPECIAL 90-205-00-00-0011 57.0002 USE ORDINANCE ** COMMENT **03 BRISTOL BAY PLAT OF EASEMENT 90-186-00-00-0011 91.00INVOICE TOTAL: 148.00 *CHECK TOTAL: 148.00TOTAL AMOUNT PAID: 148.00)<Page 3 of 34148.00 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 & RECCAPITAL42-420 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 TIF89-890DOWNTOWN TIF II90-XXX DEVELOPERESCROW950-XXX ESCROW DEPOSITDATE: 07/11/23 UNITED CITY OF YORKVILLETIME: 10:03:53 CHECK REGISTERPRG ID: AP215000.WOWCHECK DATE: 07/12/23CHECK # VENDOR # INVOICE INVOICE ITEMNUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538950 EUCLIDBE EUCLID BEVERAGEW-3131052 07/12/23 01 2023 RIVER FEST ALCOHOL 79-795-56-00-560612,671.00INVOICE TOTAL: 12,671.00 *CHECK TOTAL: 12,671.00538951 MORROW MORROW BROTHERS FORD, INC070623-0447X 07/06/23 01 NEW 2023 FORD SQUAD 25-205-60-00-6070 57,170.00INVOICE TOTAL: 57,170.00 *CHECK TOTAL: 57,170.00538952 MORROW MORROW BROTHERS FORD, INC070623-1453X 07/11/23 01 NEW 2023 FORD SQUAD 25-215-60-00-6070 57,170.00INVOICE TOTAL: 57,170.00 *CHECK TOTAL: 57,170.00TOTAL AMOUNT PAID: 127,011.00)<Page 4 of 34127,011.00 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 MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216 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: 07/18/23 UNITED CITY OF YORKVILLEPRG ID: AP215000.WOWCHECK DATE: 07/18/23CHECK # VENDOR # INVOICE INVOICE ITEMNUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538954 USTREAS UNITED STATES TREASURY2023 PCORI 07/18/23 01 2023 PCORI PAYMENT 01-120-54-00-5462 192.75INVOICE TOTAL: 192.75 *CHECK TOTAL: 192.75TOTAL AMOUNT PAID: 192.75)<Page 5 of 34192.75 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538963 5STARSOC 5 STAR SOCCER CAMPS INC629233 06/29/23 01 SOCCER CAMP INSTRUCTION 79-795-54-00-5462 2,136.00INVOICE TOTAL: 2,136.00 *CHECK TOTAL: 2,136.00538964 AACVB AURORA AREA CONVENTION06/23-ALL 07/11/23 01 JUN 2023 ALLSEASON HOTEL TAX 01-640-54-00-5481 83.70INVOICE TOTAL: 83.70 *CHECK TOTAL: 83.70538965 AHW ARENDS HOGAN WALKER LLCI9713144A 07/05/23 01 JOHN DEERE BACKHOE 25-225-60-00-6060 13,089.68INVOICE TOTAL: 13,089.68 *CHECK TOTAL: 13,089.68538966 AKREN NATHAN AKRE062823 06/28/23 01 REFEREE 79-795-54-00-5462 60.00INVOICE TOTAL: 60.00 *CHECK TOTAL: 60.00D003040 ANTPLACE ANTHONY PLACE YORKVILLE LPAUG 2023 07/01/23 01 CITY OF YORKVILLE HOUSING 01-640-54-00-5427 946.0002 ASSISTANCE PROGRAM RENT ** COMMENT **03 REIMBURSEMENT FOR THE MONTH OF ** COMMENT **04 AUG 2023 ** COMMENT **INVOICE TOTAL: 946.00 *DIRECT DEPOSIT TOTAL: 946.00)<Page 6 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538967 ARTLIP ARTLIP & SONS, INC.207949 06/16/23 01 REPLACE MOTOR AND SPEED 24-216-54-00-5446 2,556.0002 CONTROL ON FAN POWERED VAV BOX ** COMMENT **INVOICE TOTAL: 2,556.00 *CHECK TOTAL: 2,556.00538968 ATT AT&T6305536805-0623 06/25/23 01 06/25-07/24 RIVERFRONT PARK 79-795-54-00-5440 121.47INVOICE TOTAL: 121.47 *CHECK TOTAL: 121.47538969 BATTERYS BATTERY SERVICE CORPORATION0100179 06/22/23 01 BATTERY 01-410-56-00-5628 114.95INVOICE TOTAL: 114.95 *CHECK TOTAL: 114.95538970 BEEBED DAVID BEEBE06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 195.00INVOICE TOTAL: 195.00 *062823 06/28/23 01 REFEREE 79-795-54-00-5462 70.00INVOICE TOTAL: 70.00 *070523 07/05/23 01 REFEREE 79-795-54-00-5462 70.00INVOICE TOTAL: 70.00 *CHECK TOTAL: 335.00538971 COMED COMMONWEALTH EDISON)<Page 7 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538971 COMED COMMONWEALTH EDISON0091033126-0623 06/28/23 01 05/30-06/28 RT34 & AUTUMN CRK 23-230-54-00-5482 178.44INVOICE TOTAL: 178.44 *1647065335-0623 06/28/23 01 05/30-06/28 SARAVANOS PUMP 52-520-54-00-5480 51.30INVOICE TOTAL: 51.30 *2947052031-0623 06/27/23 01 05/26-06/27 RT47 & RIVER 23-230-54-00-5482 240.47INVOICE TOTAL: 240.47 *6819027011-0623 07/03/23 01 05/25-06/27 PR BUILDINGS 79-795-54-00-5480 735.99INVOICE TOTAL: 735.99 *7982120022-0623 07/10/23 01 05/26-06/27 609 N BRIDGE 01-110-54-00-5480 15.72INVOICE TOTAL: 15.72 *CHECK TOTAL: 1,221.92538972 COREMAIN CORE & MAIN LPS998513 06/09/23 01 100CF METERS AND HARDWARE 51-510-56-00-5664 7,285.50INVOICE TOTAL: 7,285.50 *T036922 06/14/23 01 BACKFLOW METERS 51-510-56-00-5664 5,747.80INVOICE TOTAL: 5,747.80 *T071659 06/28/23 01 METER WIRE 51-510-56-00-5664 241.68INVOICE TOTAL: 241.68 *T113495 06/28/23 01 METER FLAG SET, PULSE CABLE 51-510-56-00-5664 2,730.00INVOICE TOTAL: 2,730.00 *CHECK TOTAL: 16,004.98538973 COXLAND COX LANDSCAPING LLC)<Page 8 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538973 COXLAND COX LANDSCAPING LLC192162 06/30/23 01 JUN 2023 MOWING & HERBICIDE 11-111-54-00-5495 1,838.0002 TREATMENT ** COMMENT **INVOICE TOTAL: 1,838.00 *192163 06/30/23 01 JUN 2023 MOWING, MULCH AND 12-112-54-00-5495 3,015.0002 HERBICIDE TREATMENT ** COMMENT **INVOICE TOTAL: 3,015.00 *CHECK TOTAL: 4,853.00538974 DIETERG GARY M. DIETER062823 06/28/23 01 REFEREE 79-795-54-00-5462 60.00INVOICE TOTAL: 60.00 *CHECK TOTAL: 60.00538975 DIRENRGY DIRECT ENERGY BUSINESS1704705-231810052025 06/30/23 01 05/25-06/25 KENNEDY & MCHUGH 23-230-54-00-5482 74.91INVOICE TOTAL: 74.91 *1704706-231860052044 07/05/23 01 05/31-06/28 RT34 & BEECHER 23-230-54-00-5482 58.46INVOICE TOTAL: 58.46 *1704708-231810052025 06/30/23 01 05/26-06/26 1850 MARKETVIEW 23-230-54-00-5482 107.71INVOICE TOTAL: 107.71 *1704709-231810052025 06/30/23 01 05/26-06/26 7 COUNTRYSIDE PKWY 23-230-54-00-5482 174.62INVOICE TOTAL: 174.62 *1704710-231800052011 06/29/23 01 05/25-06/25 VAN EMMON LOT 23-230-54-00-5482 14.80INVOICE TOTAL: 14.80 *1704712-231790052000 06/28/23 01 05/19-06/20 421 POPLAR 23-230-54-00-5482 4,630.93INVOICE TOTAL: 4,630.93 *)<Page 9 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538975 DIRENRGY DIRECT ENERGY BUSINESS1704714-231810052025 06/30/23 01 05/26-06/26 1 MCHUGH RD 23-230-54-00-5482 78.24INVOICE TOTAL: 78.24 *1704716-231810052025 06/30/23 01 05/26-06/27 1 COUNTRYSIDE PKWY 23-230-54-00-5482 116.51INVOICE TOTAL: 116.51 *1704719-231780051992 06/30/23 01 05/23-06/22 LEASURE & SUNSET 23-230-54-00-5482 114.08INVOICE TOTAL: 114.08 *1704721-231810052025 06/30/23 01 05/26-06/26 610 TOWER WELLS 51-510-54-00-5480 10,951.35INVOICE TOTAL: 10,951.35 *1704723-231800052011 06/29/23 01 05/25-06/25 2224 TREMONT 51-510-54-00-5480 4,439.30INVOICE TOTAL: 4,439.30 *CHECK TOTAL: 20,760.91538976 DOEPELN NOAH DOEPEL06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 25.00INVOICE TOTAL: 25.00 *CHECK TOTAL: 25.00538977 DYNEGY DYNEGY ENERGY SERVICES386643523061 06/29/23 01 04/27-05/25 420 FAIRHAVEN 52-520-54-00-5480 104.7502 04/28-05/29 6780 RT47 51-510-54-00-5480 89.2803 05/25-06/25 456 KENNEDY RD 51-510-54-00-5480 49.3804 05/11-06/11 4600 N BRIDGE 51-510-54-00-5480 41.6005 05/24-06/22 1106 PRAIRIE CR 52-520-54-00-5480 97.6606 05/25-06/25 301 E HYDRAULIC 79-795-54-00-5480 54.4407 05/01/05/30 FOXHILL 7 LIFT 52-520-54-00-5480 74.7408 05/24-06/22 872 PRAIRIE CR 79-795-54-00-5480 58.10)<Page 10 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538977 DYNEGY DYNEGY ENERGY SERVICES386643523061 06/29/23 09 05/11-06/11 9257 GALENA PARK 79-795-54-00-5480 36.4811 05/24-06/22 1908 RAINTREE 51-510-54-00-5480 530.0912 05/25-06/25 PRESTWICK LIFT 52-520-54-00-5480 111.1113 05/25-06/25 1991 CANNONBALL TR 51-510-54-00-5480 192.3014 04/27-05/25 610 TOWER 51-510-54-00-5480 162.9215 05/25-06/25 276 WINDHAM LIFT 52-520-54-00-5480 180.7416 05/25-06/25 133 E HYDRAULIC 79-795-54-00-5480 107.9617 04/27-05/25 1975 N BRIDGE LIFT 52-520-54-00-5480 293.6318 04/27-05/25 101 BRUELL ST 52-520-54-00-5480 275.35INVOICE TOTAL: 2,460.53 *CHECK TOTAL: 2,460.53538978 EEI ENGINEERING ENTERPRISES, INC.77500 06/29/23 01 BRISTOL RIDGE RD RESURFACING 23-230-60-00-6032 2,599.01INVOICE TOTAL: 2,599.01 *77504 06/30/23 01 TRAFFIC CONTROL SIGNAGE AND 01-640-54-00-5465 6,274.0002 MARKINGS ** COMMENT **INVOICE TOTAL: 6,274.00 *77505 06/30/23 01 UTILITY PERMIT REVIEWS 01-640-54-00-5465 5,047.00INVOICE TOTAL: 5,047.00 *77506 06/30/23 01 PRESTWICK 01-640-54-00-5465 1,655.00INVOICE TOTAL: 1,655.00 *77507 06/30/23 01 HEARTLAND MEADOWS 90-064-64-00-0111 764.50INVOICE TOTAL: 764.50 *77508 06/30/23 01 BLACKBERRY WOODS PHASE B 01-640-54-00-5465 119.50INVOICE TOTAL: 119.50 *77509 06/30/23 01 WELL #7 REHAB 51-510-60-00-6022 599.50INVOICE TOTAL: 599.50 *)<Page 11 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538978 EEI ENGINEERING ENTERPRISES, INC.77511 06/30/23 01 WINDETT RIDGE UNIT 2 90-048-48-00-0111 3,317.50INVOICE TOTAL: 3,317.50 *77512 06/30/23 01 KENDALL MARKETPLACE-LOT 52 90-154-00-00-0111 48.00INVOICE TOTAL: 48.00 *CHECK TOTAL: 20,424.01538979 EEI ENGINEERING ENTERPRISES, INC.77513 06/30/23 01 BEAVER ST PUMP STATION 51-510-60-00-6060 1,323.5002 IMPROVEMENTS ** COMMENT **INVOICE TOTAL: 1,323.50 *CHECK TOTAL: 1,323.50538980 EEI ENGINEERING ENTERPRISES, INC.77514 06/30/23 01 GRANDE RESERVE UNIT 7 01-640-54-00-5465 2,241.00INVOICE TOTAL: 2,241.00 *77515 06/30/23 01 GRANDE RESERVE UNITS 15 & 22 01-640-54-00-5465 132.75INVOICE TOTAL: 132.75 *77516 06/30/23 01 KENDALL MARKETPLACE LOT 52 90-154-00-00-0111 510.5002 PHASE 2 & 3 RESUB ** COMMENT **INVOICE TOTAL: 510.50 *77517 06/30/23 01 GRANDE RESERVE UNITS 13 & 14 01-640-54-00-5465 48.00INVOICE TOTAL: 48.00 *77518 06/30/23 01 GRANDE RESERVE UNIT 9 01-640-54-00-5465 2,667.00INVOICE TOTAL: 2,667.00 *77519 06/30/23 01 BRIGHT FARMS 90-173-00-00-0111 3,991.25INVOICE TOTAL: 3,991.25 *)<Page 12 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538980 EEI ENGINEERING ENTERPRISES, INC.77520 06/30/23 01 KENDALLWOOD ESTATES-RALLY 90-174-00-00-0111 2,209.50INVOICE TOTAL: 2,209.50 *77521 06/30/23 01 WELL MONITORING DASHBOARDS 01-640-54-00-5465 243.00INVOICE TOTAL: 243.00 *77522 06/30/23 01 NORTH CENTRAL EWST REHAB 51-510-60-00-6015 2,414.25INVOICE TOTAL: 2,414.25 *77523 06/30/23 01 LOT 8 YORKVILLE BUSINESS 90-176-00-00-0111 1,187.0002 CENTER ** COMMENT **INVOICE TOTAL: 1,187.00 *CHECK TOTAL: 15,644.25538981 EEI ENGINEERING ENTERPRISES, INC.77524 06/30/23 01 CORNEILS RD INTERCEPTOR SEWER 52-520-60-00-6092 21,111.75INVOICE TOTAL: 21,111.75 *CHECK TOTAL: 21,111.75538982 EEI ENGINEERING ENTERPRISES, INC.77525 06/30/23 01 BRISTOL BAY UNIT 3 RESUB 90-179-00-00-0111 3,548.50INVOICE TOTAL: 3,548.50 *77526 06/30/23 01 BRISTOL BAY UNIT 13 90-179-00-00-0111 2,576.00INVOICE TOTAL: 2,576.00 *77527 06/30/23 01 GREEN DOOR LINCOLN PRAIRIE 90-191-00-00-0111 3,267.00INVOICE TOTAL: 3,267.00 *77528 06/30/23 01 2023 WATER MAIN REPLACEMENT-A 51-510-60-00-6025 24,704.23INVOICE TOTAL: 24,704.23 *)<Page 13 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538982 EEI ENGINEERING ENTERPRISES, INC.77529 06/30/23 01 KENNEDY RD & FREEDOM PLACE 23-230-60-00-6087 869.0002 INTERSECTION IMPROVEMENTS ** COMMENT **INVOICE TOTAL: 869.00 *77530 06/30/23 01 CALEDONIA UNIT 3 90-188-00-00-0111 8,376.52INVOICE TOTAL: 8,376.52 *77531 06/30/23 01 BRISTOL BAY UNIT 10 90-186-00-00-0111 7,631.87INVOICE TOTAL: 7,631.87 *77532 06/30/23 01 BRISTOL BAY UNIT 12 90-186-00-00-0111 1,979.38INVOICE TOTAL: 1,979.38 *77533 06/30/23 01 GRANDE RESERVE UNIT 4 01-640-54-00-5465 354.00INVOICE TOTAL: 354.00 *77534 06/30/23 01 GRANDE RESERVE UNIT 6 01-640-54-00-5465 315.50INVOICE TOTAL: 315.50 *77536 06/30/23 01 BASELINE RD IMPROVEMENTS 23-230-60-00-6071 2,029.00INVOICE TOTAL: 2,029.00 *77537 06/30/23 01 2023 ROAD IMPROVEMENTS 23-230-60-00-6025 806.75INVOICE TOTAL: 806.75 *77538 06/30/23 01 RESTORE CHURCH-PARKING LOT 90-121-00-00-0111 254.2502 EXPANSION ** COMMENT **INVOICE TOTAL: 254.25 *77539 06/30/23 01 YORKVILLE SOURCE WATER 01-640-54-00-5465 6,754.2002 PROTECTION PLAN ** COMMENT **INVOICE TOTAL: 6,754.20 *77541 06/30/23 01 BOWMAN SUBDIVISION 90-194-00-00-0111 743.50INVOICE TOTAL: 743.50 *)<Page 14 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538982 EEI ENGINEERING ENTERPRISES, INC.77542 06/30/23 01 2023 WATER MAIN REPLACEMENT-B 51-510-60-00-6025 21,049.85INVOICE TOTAL: 21,049.85 *77543 06/30/23 01 CITY OF YORKVILLE-GENERAL 01-640-54-00-5465 1,053.00INVOICE TOTAL: 1,053.00 *77544 06/30/23 01 MUNICIPAL ENGINEERING SERVICES 01-640-54-00-5465 1,900.00INVOICE TOTAL: 1,900.00 *77545 06/30/23 01 2023 SANITARY SEWER LINING 52-520-60-00-6025 2,122.56INVOICE TOTAL: 2,122.56 *77546 06/30/23 01 GALENA & CANNONBALL 01-640-54-00-5465 209.5002 INTERSECTION IMPROVEMENTS ** COMMENT **INVOICE TOTAL: 209.50 *77547 06/30/23 01 YORKVILLE HIGH SCHOOL STADIUM 01-640-54-00-5465 3,784.0002 PROJECT ** COMMENT **INVOICE TOTAL: 3,784.00 *77548 06/30/23 01 BRISTOL RIDGE SOLAR 105 90-201-00-00-0111 340.00INVOICE TOTAL: 340.00 *77549 06/30/23 01 LAKE MICHIGAN-WIFIA LOI 51-510-60-00-6011 3,300.00INVOICE TOTAL: 3,300.00 *77550 06/30/23 01 SCOOTERS COFFEE 90-204-00-00-0111 2,103.50INVOICE TOTAL: 2,103.50 *77552 06/30/23 01 2024 WATER MAIN REPLACEMENT-A 51-510-60-00-6025 8,603.50INVOICE TOTAL: 8,603.50 *77553 06/30/23 01 2024 WATER MAIN REPLACEMENT-B 51-510-60-00-6025 18,528.07INVOICE TOTAL: 18,528.07 *)<Page 15 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538982 EEI ENGINEERING ENTERPRISES, INC.77554 06/30/23 01 KENDALL COUNTY BUILDING-FOX ST 01-640-54-00-5465 1,765.50INVOICE TOTAL: 1,765.50 *77555 06/30/23 01 DWC TRANSMISSION MAIN 51-510-60-00-6011 4,063.00INVOICE TOTAL: 4,063.00 *CHECK TOTAL: 133,032.18538983 EVP EVP ACADEMIES, LLC2404 07/06/23 01 VOLLEYBALL & BASKETBALL CAMP 79-795-54-00-5462 693.0002 INSTRUCTION ** COMMENT **INVOICE TOTAL: 693.00 *CHECK TOTAL: 693.00538984 FIRSTNET AT&T MOBILITY287313454005X0703202 06/25/23 01 05/26-06/25 MOBILE DEVICES 01-220-54-00-5440 42.1102 05/26-06/25 MOBILE DEVICES 01-110-54-00-5440 126.3303 05/26-06/25 MOBILE DEVICES 01-210-54-00-5440 908.8104 05/26-06/25 MOBILE DEVICES 79-795-54-00-5440 42.11INVOICE TOTAL: 1,119.36 *287313454207X0703202 06/25/23 01 05/26-06/25 MOBILE DEVICES 01-220-54-00-5440 252.6602 05/26-06/25 MOBILE DEVICES 79-790-54-00-5440 36.2403 05/26-06/25 MOBILE DEVICES 79-795-54-00-5440 156.7004 05/26-06/25 MOBILE DEVICES 51-510-54-00-5440 235.0505 05/26-06/25 MOBILE DEVICES 52-520-54-00-5440 72.48INVOICE TOTAL: 753.13 *CHECK TOTAL: 1,872.49538985 FONSECAR RAIUMUNDO FONSECA)<Page 16 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538985 FONSECAR RAIUMUNDO FONSECA070523 07/05/23 01 REFEREE 79-795-54-00-5462 60.00INVOICE TOTAL: 60.00 *CHECK TOTAL: 60.00538986 FOXVALLE FOX VALLEY TROPHY & AWARDS37216 07/11/23 01 SOFTBALL & KICKBALL TROPHIES 79-795-56-00-5606 217.25INVOICE TOTAL: 217.25 *CHECK TOTAL: 217.25538987 GAMBROK KATE GAMBRO06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 105.00INVOICE TOTAL: 105.00 *CHECK TOTAL: 105.00538988 GARDKOCH GARDINER KOCH & WEISBERGH-2364C-15070 07/10/23 01 KIMBALL HILL I MATTERS 01-640-54-00-5461 12,462.26INVOICE TOTAL: 12,462.26 *H3181C-15071 07/10/23 01 GENERAL CITY LEGAL MATTERS 01-640-54-00-5461 22.00INVOICE TOTAL: 22.00 *CHECK TOTAL: 12,484.26538989 GOTO GOTO COMMUNICATIONS INCIN7102119016 07/01/23 01 JUL 2023 PHONE SERVICE 01-110-54-00-5440 158.9002 JUL 2023 PHONE SERVICE 01-220-54-00-5440 158.9003 JUL 2023 PHONE SERVICE 01-210-54-00-5440 794.48)<Page 17 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538989 GOTO GOTO COMMUNICATIONS INCIN7102119016 07/01/23 04 JUL 2023 PHONE SERVICE 79-795-54-00-5440 158.9005 JUL 2023 PHONE SERVICE 01-120-54-00-5440 79.44INVOICE TOTAL: 1,350.62 *CHECK TOTAL: 1,350.62538990 GROOT GROOT INC107093307102 06/01/23 01 MAY 2023 REFUSE SERVICE 01-540-54-00-5442 138,355.6202 MAY 2023 SENIOR REFUSE 01-540-54-00-5441 3,886.3203 SERVICE ** COMMENT **INVOICE TOTAL: 142,241.94 *10788564T102 07/01/23 01 JUNE 2023 REFUSE SERVICE 01-540-54-00-5442 138,243.7502 JUNE 2023 SENIOR REFUSE 01-540-54-00-5441 3,901.7503 SERVICE ** COMMENT **INVOICE TOTAL: 142,145.50 *CHECK TOTAL: 284,387.44538991 HARTROB ROBBIE HART071023-TUITION 07/10/23 01 TUITION REIMBURSEMENT FOR 01-210-54-00-5410 2,412.0002 COMPLETION OF 2 COURSES AT ** COMMENT **03 AURORA UNIVERSITY ** COMMENT **INVOICE TOTAL: 2,412.00 *CHECK TOTAL: 2,412.00538992 HIXH HAROLD HIX06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 65.00INVOICE TOTAL: 65.00 *CHECK TOTAL: 65.00)<Page 18 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538993 HRENR ROBERT HREN06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 40.00INVOICE TOTAL: 40.00 *CHECK TOTAL: 40.00538994 HUMBERSC CARTER HUMBERS06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 135.00INVOICE TOTAL: 135.00 *CHECK TOTAL: 135.00538995 ILEPA ILLINOIS EPS (NPDES)ILR400554-062923 06/29/23 01 FY-2024 STORMWATER BILLING FEE 23-230-54-00-5462 1,000.00INVOICE TOTAL: 1,000.00 *CHECK TOTAL: 1,000.00538996 ILRAILWA ILLINOIS RAILWAY LLC135558 07/07/23 01 RIVERFRONT PARK RAILWAY 79-790-54-00-5485 6,119.9102 PARKING LOT ACCESS AGREEMENT ** COMMENT **INVOICE TOTAL: 6,119.91 *CHECK TOTAL: 6,119.91538997 IMPERINV IMPERIAL INVESTMENTSMAY 2023-REBATE 07/11/23 01 DOWNTOWN BUSINESS DIST TAX 01-000-24-00-2488 1,460.5402 REBATE-MAY 2023 ** COMMENT **INVOICE TOTAL: 1,460.54 *CHECK TOTAL: 1,460.54)<Page 19 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------538998 INTERDEV INTERDEV, LLCCW1038818 05/05/23 01 CITY HALL CONSTRUCTION PROJECT 01-640-54-00-5450 1,920.00INVOICE TOTAL: 1,920.00 *CW1039160 05/31/23 01 DUO SECURITY AND SENTINEL ONE 01-640-54-00-5450 1,203.6502 BILLING FOR MAY 2023 ** COMMENT **INVOICE TOTAL: 1,203.65 *CHECK TOTAL: 3,123.65538999 JIMSTRCK JIM'S TRUCK INSPECTION LLC197950 06/28/23 01 TRUCK INSPECTION 79-790-54-00-5495 41.00INVOICE TOTAL: 41.00 *197954 06/28/23 01 TRUCK INSPECTION 79-790-54-00-5495 84.00INVOICE TOTAL: 84.00 *197960 06/28/23 01 TRUCK INSPECTION 79-790-54-00-5495 41.00INVOICE TOTAL: 41.00 *197964 06/28/23 01 TRUCK INSPECTION 79-790-54-00-5495 41.00INVOICE TOTAL: 41.00 *CHECK TOTAL: 207.00539000 KCSHERIF KENDALL CO. SHERIFF'S OFFICEKENDALL-JUN 2023 07/03/23 01 KENDALL COUNTY FTA BOND FEE 01-000-24-00-2412 70.0002 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 70.00 *CHECK TOTAL: 70.00539001 KENDCROS KENDALL CROSSING, LLC)<Page 20 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539001 KENDCROS KENDALL CROSSING, LLCAMU REBATE 05-23 07/03/23 01 AMUSEMENT TAX REBATE-MAY 2023 01-640-54-00-5439 2,858.79INVOICE TOTAL: 2,858.79 *BD REBATE 05/23 07/11/23 01 COUNTRYSIDE BUSINESS DIST TAX 01-000-24-00-2487 5,610.6802 FOR MAY 2023 ** COMMENT **INVOICE TOTAL: 5,610.68 *CHECK TOTAL: 8,469.47539002 KWIATKOJ JOESEPH KWIATKOWSKI070523 07/05/23 01 REFEREE 79-795-54-00-5462 60.00INVOICE TOTAL: 60.00 *CHECK TOTAL: 60.00539003 LINDERH HUNTER LINDER06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 260.00INVOICE TOTAL: 260.00 *CHECK TOTAL: 260.00539004 LIPSCOJA JACOB LIPSCOMB06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 70.00INVOICE TOTAL: 70.00 *CHECK TOTAL: 70.00539005 LRS LRS, LLCPS542276 06/29/23 01 06/02-06/29 PORTOLET UPKEEP 79-795-56-00-5620 260.0002 AT TOWN SQUARE PARK ** COMMENT **INVOICE TOTAL: 260.00 *)<Page 21 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539005 LRS LRS, LLCPS542277 06/29/23 01 06/02-06/29 PORTOLET UPKEEP 79-795-56-00-5620 452.0002 AT RIVERFRONT PARK ** COMMENT **INVOICE TOTAL: 452.00 *PS542278 06/29/23 01 06/02-06/29 PORTOLET UPKEEP 79-795-56-00-5620 92.0002 AT VAN EMMON PARK ** COMMENT **INVOICE TOTAL: 92.00 *PS542279 06/29/23 01 06/02-06/29 PORTOLET UPKEEP 79-795-56-00-5620 92.0002 AT FOX HILL ** COMMENT **INVOICE TOTAL: 92.00 *PS542280 06/29/23 01 06/02-06/29 PORTOLET UPKEEP 79-795-56-00-5620 92.0002 AT FOX HILL ** COMMENT **INVOICE TOTAL: 92.00 *PS542281 06/29/23 01 06/02-06/29 PORTOLET UPKEEP 79-795-56-00-5620 907.0002 AT BEECHER PARK ** COMMENT **INVOICE TOTAL: 907.00 *PS542282 06/29/23 01 06/02-06/29 PORTOLET UPKEEP 79-795-56-00-5620 127.0002 AT REIMENSCHNEIDER BALLFIELD ** COMMENT **INVOICE TOTAL: 127.00 *PS542283 06/29/23 01 06/02-06/29 PORTOLET UPKEEP 79-795-56-00-5620 254.0002 AT BRIDGE PARK ** COMMENT **INVOICE TOTAL: 254.00 *PS542284 06/29/23 01 06/02-06/29 PORTOLET UPKEEP 79-795-56-00-5620 92.0002 AT RAINTREE A ** COMMENT **INVOICE TOTAL: 92.00 *PS542285 06/29/23 01 06/02-06/29 PORTOLET UPKEEP 79-795-56-00-5620 92.0002 AT BRISTOL BAY PARK ** COMMENT **INVOICE TOTAL: 92.00 *)<Page 22 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539005 LRS LRS, LLCPS542286 06/29/23 01 06/02-06/29 PORTOLET UPKEEP 79-795-56-00-5620 92.0002 AT GREENS FILLING STATION ** COMMENT **INVOICE TOTAL: 92.00 *PS542287 06/29/23 01 06/02-06/29 PORTOLET UPKEEP 79-795-56-00-5620 92.0002 AT 2735 ALAN DALE RD ** COMMENT **INVOICE TOTAL: 92.00 *PS542288 06/29/23 01 06/02-06/29 PORTOLET UPKEEP 79-795-56-00-5620 664.0002 AT RIEMENSCHNEIDER PARK ** COMMENT **INVOICE TOTAL: 664.00 *PS542289 06/29/23 01 06/02-06/29 PORTOLET UPKEEP 79-795-56-00-5620 671.0002 AT BRISTOL BAY REGIONAL PARK ** COMMENT **INVOICE TOTAL: 671.00 *PS542291 06/29/23 01 06/02-06/29 PORTOLET UPKEEP 79-795-56-00-5620 92.0002 AT 3142 GRANDE TRAIL ** COMMENT **INVOICE TOTAL: 92.00 *PS542292 06/29/23 01 06/02-06/29 PORTOLET UPKEEP 79-795-56-00-5620 92.0002 AT HIDING SPOT PARK ** COMMENT **INVOICE TOTAL: 92.00 *PS542293 06/29/23 01 BRISTOL BAY PORTOLET SERVICE 79-795-56-00-5620 92.0002 FOR PARK RENTAL ** COMMENT **INVOICE TOTAL: 92.00 *CHECK TOTAL: 4,255.00539006 MALKOWSO OLIVER MALKOWSKI06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 35.00INVOICE TOTAL: 35.00 *CHECK TOTAL: 35.00)<Page 23 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539007 MATSONA AIDAN MATSON06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 115.00INVOICE TOTAL: 115.00 *CHECK TOTAL: 115.00539008 MATSONT THOMAS MATSON06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 135.00INVOICE TOTAL: 135.00 *CHECK TOTAL: 135.00539009 MEADE MEADE ELECTRIC COMPANY, INC.705188 06/27/23 01 TRAFFIC SIGNAL REPAIR AT RT47 01-410-54-00-5435 630.4402 & RT71 ** COMMENT **INVOICE TOTAL: 630.44 *CHECK TOTAL: 630.44539010 MIDWSALT MIDWEST SALTP468771 07/05/23 01 BULK ROCK SALT 51-510-56-00-5638 3,221.24INVOICE TOTAL: 3,221.24 *CHECK TOTAL: 3,221.24539011 MOHRR RANDY MOHR070923 07/09/23 01 REFEREE 79-795-54-00-5462 105.00INVOICE TOTAL: 105.00 *CHECK TOTAL: 105.00539012 MULLENSA ANTHONY MULLENS)<Page 24 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539012 MULLENSA ANTHONY MULLENS06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 130.00INVOICE TOTAL: 130.00 *CHECK TOTAL: 130.00539013 NARVICK NARVICK BROS. LUMBER CO, INC86042 06/22/23 01 4000 PSI AE 24-216-56-00-5656 272.00INVOICE TOTAL: 272.00 *CHECK TOTAL: 272.00539014 NEOPOST QUADIENT FINANCE USA, INC071223-CITY 07/12/23 01 POSTAGE MACHINE REFILL 01-000-14-00-1410 200.00INVOICE TOTAL: 200.00 *CHECK TOTAL: 200.00539015 NICOR NICOR GAS00-41-22-8748 4-0623 07/03/23 01 06/02-07/03 1107 PRAIRIE LN 01-110-54-00-5480 63.95INVOICE TOTAL: 63.95 *12-43-53-5625 3-0623 07/05/23 01 06/05-07/05 609 N BRIDGE ST 01-110-54-00-5480 29.16INVOICE TOTAL: 29.16 *14-49-64-6209 5-0623 07/05/23 01 06/05-07/05 651 PRAIRIE POINTE 01-110-54-00-5480 175.25INVOICE TOTAL: 175.25 *15-64-61-3532 5-0623 07/03/23 01 06/02-07/03 1991 CANNONBALL 01-110-54-00-5480 53.24INVOICE TOTAL: 53.24 *20-52-56-2042 1-0623 06/29/23 01 05/31-06/29 420 FAIRHAVEN 01-110-54-00-5480 165.94INVOICE TOTAL: 165.94 *)<Page 25 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539015 NICOR NICOR GAS23-45-91-4862 5-0623 07/05/23 01 06/05-07/05 101 BRUELL ST 01-110-54-00-5480 168.27INVOICE TOTAL: 168.27 *CHECK TOTAL: 655.81539016 NYDEGGEA AYDEN NYDEGGER06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 90.00INVOICE TOTAL: 90.00 *CHECK TOTAL: 90.00539017 OLEARYC CYNTHIA O'LEARY070723-KICKBALL 07/07/23 01 SRING 2023 KICKBALL ASSIGNING 79-795-54-00-5462 130.0002 FEE ** COMMENT **INVOICE TOTAL: 130.00 *CHECK TOTAL: 130.00539018 PATTONS SHANE PATTON06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 70.00INVOICE TOTAL: 70.00 *CHECK TOTAL: 70.00539019 PIZZO PIZZO AND ASSOCIATES, LTD339-4 07/01/23 01 PRAIRIE POINTE STEWARDSHIP 24-216-54-00-5446 732.19INVOICE TOTAL: 732.19 *CHECK TOTAL: 732.19539020 PRINTSRC LAMBERT PRINT SOURCE, LLC)<Page 26 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539020 PRINTSRC LAMBERT PRINT SOURCE, LLC3440 06/05/23 01 WATER CONSERVATION SIGNS 51-510-54-00-5490 185.00INVOICE TOTAL: 185.00 *3512 07/06/23 01 EVENT BANNERS 79-795-56-00-5606 1,002.00INVOICE TOTAL: 1,002.00 *CHECK TOTAL: 1,187.00539021 R&PCARR ROBIN SMITH11418 07/23/23 01 TRAILER PARTS 79-790-56-00-5640 339.98INVOICE TOTAL: 339.98 *CHECK TOTAL: 339.98539022 R0001975 RYAN HOMES3024 GRANDE TR 06/29/23 01 SECURITY GUARANTEE REFUND 01-000-24-00-2415 5,000.00INVOICE TOTAL: 5,000.00 *3032 GRANDE TR 06/29/23 01 SECURITY GUARANTEE REFUND 01-000-24-00-2415 5,000.00INVOICE TOTAL: 5,000.00 *CHECK TOTAL: 10,000.00539023 R0002288 LENNAR2088 CUNTRY HILLS 07/10/23 01 SECURITY GUARANTEE REFUND 01-000-24-00-2415 7,500.00INVOICE TOTAL: 7,500.00 *2281 FAIRFAX 07/16/21 01 SECURITY GUARANTEE REFUND 01-000-24-00-2415 2,625.00INVOICE TOTAL: 2,625.00 *2437 FAIRFIELD 07/10/23 01 SECURITY GUARANTEE REFUND 01-000-24-00-2415 5,000.00INVOICE TOTAL: 5,000.00 *)<Page 27 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539023 R0002288 LENNAR2456 RICHMOND 07/10/23 01 SECURITY GUARANTEE REFUND 01-000-24-00-2415 7,500.00INVOICE TOTAL: 7,500.00 *538 BRAEMORE 07/10/23 01 SECURITY GUARANTEE REFUND 01-000-24-00-2415 5,000.00INVOICE TOTAL: 5,000.00 *555 BRAEMORE 06/29/23 01 SECURITY GUARANTEE REFUND 01-000-24-00-2415 5,000.00INVOICE TOTAL: 5,000.00 *605 BRAEMORE 06/29/23 01 SECURITY GUARANTEE REFUND 01-000-24-00-2415 5,000.00INVOICE TOTAL: 5,000.00 *608 BRAEMORE 07/10/23 01 SECURITY GUARANTEE REFUND 01-000-24-00-2415 7,500.00INVOICE TOTAL: 7,500.00 *642 ASHWORTH 07/10/23 01 SECURITY GUARANTEE REFUND 01-000-24-00-2415 5,000.00INVOICE TOTAL: 5,000.00 *648 BRAEMORE 07/10/23 01 SECURITY GUARANTEE REFUND 01-000-24-00-2415 5,000.00INVOICE TOTAL: 5,000.00 *665 BRAEMORE 07/10/23 01 SECURITY GUARANTEE REFUND 01-000-24-00-2415 7,500.00INVOICE TOTAL: 7,500.00 *668 BRAEMORE 07/10/23 01 SECURITY GUARANTEE REFUND 01-000-24-00-2415 7,500.00INVOICE TOTAL: 7,500.00 *CHECK TOTAL: 70,125.00539024 R0002587 SHANNON SETCHELL20230765-RFND 06/29/23 01 PUBLIC HEARING SIGN REFUND 01-000-42-00-4210 50.00INVOICE TOTAL: 50.00 *CHECK TOTAL: 50.00)<Page 28 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539025 RALLY RALLY HOMES596 ALDER 06/29/23 01 SURETY GUARANTEE REFUND 01-000-24-00-2415 5,000.00INVOICE TOTAL: 5,000.00 *CHECK TOTAL: 5,000.00539026 REINDERS REINDERS, INC.6035487-00 06/30/23 01 AIR CONTROL VALVE 79-790-56-00-5640 347.84INVOICE TOTAL: 347.84 *CHECK TOTAL: 347.84539027 RIETZJ JACKSON RIETZ062823 06/28/23 01 REFEREE 79-795-54-00-5462 60.00INVOICE TOTAL: 60.00 *070523 07/05/23 01 REFEREE 79-795-54-00-5462 60.00INVOICE TOTAL: 60.00 *CHECK TOTAL: 120.00539028 RIETZR ROBERT L. RIETZ JR.062823 06/28/23 01 REFEREE 79-795-54-00-5462 60.00INVOICE TOTAL: 60.00 *062923 06/29/23 01 UMPIRE 79-795-54-00-5462 120.00INVOICE TOTAL: 120.00 *070523 07/05/23 01 REFEREE 79-795-54-00-5462 60.00INVOICE TOTAL: 60.00 *CHECK TOTAL: 240.00)<Page 29 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539029 SANDOVAA ANTONIO SANDOVAL06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 130.00INVOICE TOTAL: 130.00 *CHECK TOTAL: 130.00539030 SCHOUD DECLAN SCHOU06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 35.00INVOICE TOTAL: 35.00 *CHECK TOTAL: 35.00539031 STANDE STANDARD EQUIPMENT COP43870 06/21/23 01 SONETICS HEADSET REPAIR 51-510-54-00-5490 223.95INVOICE TOTAL: 223.95 *CHECK TOTAL: 223.95539032 STUCKL LOGAN STUCK06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 35.00INVOICE TOTAL: 35.00 *CHECK TOTAL: 35.00539033 SUBURLAB SUBURBAN LABORATORIES INC.215579 06/29/23 01 ROUTINE COLIFORM 51-510-54-00-5429 635.70INVOICE TOTAL: 635.70 *215715 06/30/23 01 WATER TESTING 51-510-54-00-5429 266.78INVOICE TOTAL: 266.78 *CHECK TOTAL: 902.48)<Page 30 of 34 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: 07/18/23TIME: 12:44:28UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539034 VOITIKM MICHAEL VOITIK062923 06/29/23 01 UMPIRE 79-795-54-00-5462 120.00INVOICE TOTAL: 120.00 *CHECK TOTAL: 120.00539035 WALTJOSH JOSH WALTERS06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 65.00INVOICE TOTAL: 65.00 *CHECK TOTAL: 65.00539036 WASONG GERALD WASON062923 06/29/23 01 UMPIRE 79-795-54-00-5462 120.00INVOICE TOTAL: 120.00 *CHECK TOTAL: 120.00539037 WATERSYS WATER SOLUTIONS UNLIMITED, INC114297 06/25/23 01 CHEMICALS 51-510-56-00-5638 4,082.19INVOICE TOTAL: 4,082.19 *CHECK TOTAL: 4,082.19539038 WILLEK KEEGAN WILLE06/28-07/11 07/12/23 01 UMPIRE 79-795-54-00-5462 35.00INVOICE TOTAL: 35.00 *CHECK TOTAL: 35.00539039 WILLMAN WILLMAN & GROESCH)<Page 31 of 34 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 MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216 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: 07/18/23UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 07/25/2023CHECK # VENDOR # INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------539039 WILLMAN WILLMAN & GROESCH48583 06/27/23 01 3752 BAILEY ST RPZ LINE 51-510-54-00-5495 2,084.0002 REPAIRS ** COMMENT **INVOICE TOTAL: 2,084.00 *CHECK TOTAL: 2,084.00D003041 YBSD YORKVILLE BRISTOL2023.013 07/05/23 01 JULY 2023 LANDFILL EXPENSE 51-510-54-00-5445 19,392.87INVOICE TOTAL: 19,392.87 *23-JUN 07/12/23 01 JUN 2023 SANITARY FEES 95-000-24-00-2450 362,933.76INVOICE TOTAL: 362,933.76 *DIRECT DEPOSIT TOTAL: 382,326.63539040 YOUNGM MARLYS J. YOUNG062023-PW 06/29/23 01 06/20/23 PW MEETING MINUTES 01-110-54-00-5462 85.00INVOICE TOTAL: 85.00 *062123-ADMIN 07/10/23 01 06/21/23 ADMIN MEETING MINUTES 01-110-54-00-5462 85.00INVOICE TOTAL: 85.00 *62223-PC 07/05/23 01 06/22/23 PLAN COUNCIL MEETING 90-206-00-00-0011 85.0002 MINUTES ** COMMENT **INVOICE TOTAL: 85.00 *CHECK TOTAL: 255.00686,355.58383,272.63TOTAL CHECKS PAID:TOTAL ',5(&7DEPOSITS PAID:TOTAL AMOUNT PAID:1,069,628.21)<Page 32 of 341,069,628.21 REGULAR OVERTIME TOTAL IMRF FICA TOTALSADMINISTRATION20,649.88 - 20,649.88 1,354.64 1,526.50 23,531.02 FINANCE12,503.58 - 12,503.58 820.23 925.32 14,249.13 POLICE132,093.52 2,082.98 134,176.50 438.73 9,951.75 144,566.98 COMMUNITY DEV.37,277.05 - 37,277.05 2,465.05 2,796.97 42,539.07 STREETS23,395.07 226.34 23,621.41 1,556.15 1,756.68 26,934.24 BUILDING & GROUNDS5,854.29 - 5,854.29 393.88 450.82 6,698.99 WATER17,674.52 487.30 18,161.82 1,191.38 1,314.78 20,667.98 SEWER7,795.86 57.58 7,853.44 515.18 572.42 8,941.04 PARKS30,817.06 206.99 31,024.05 1,824.66 2,306.62 35,155.33 RECREATION25,772.95 - 25,772.95 1,357.03 1,931.24 29,061.22 LIBRARY16,874.35 - 16,874.35 717.05 1,260.32 18,851.72 TOTALS330,708.13$ 3,061.19$ 333,769.32$ 12,633.98$ 24,793.42$ 371,196.72$ TOTAL PAYROLL 371,196.72$ UNITED CITY OF YORKVILLEPAYROLL SUMMARYJuly 7, 2023Page 33 of 34 ACCOUNTS PAYABLE DATE FY 23 City Check Register - FY 23 (Pages 1 - 2)07/25/2023 2,757.40 SUB-TOTAL: 2,757.40$ FY 24 Clerk's Check #131217 & 1311218 Kendall County Recorder (Page 3)07/06/2023 148.00$ City Check Manual Register - FY 24 (Page 4)07/12/2023 127,011.00 City Check Manual Register - FY 24 (Page 5)07/18/2023 192.75 City Check Register - FY 24 (Pages 6 - 32)07/25/2023 1,069,628.21 SUB-TOTAL: 1,196,979.96$ Bi - Weekly (Page 33)07/07/2023 371,196.72$ SUB-TOTAL: 371,196.72$ TOTAL DISBURSEMENTS: 1,570,934.08$ UNITED CITY OF YORKVILLE BILL LIST SUMMARY Tuesday, July 25, 2023 PAYROLL Page 34 of 34 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 #4 Tracking Number PW 2023-60 Grande Reserve – Signage Recommendations City Council – July 25, 2023 PW – 7/18/23 Moved forward to CC consent agenda. PW 2023-60 Majority Approval Review of Recommendations Brad Sanderson Engineering Name Department With the continuous build-out of the Grande Reserve development, an updated review of the signage within the development was warranted. The intersections noted in the attached exhibit were each analyzed based on MUTCD standards for possible signage modifications. For reference, detailed reports for each intersection are attached. A summary of the recommendations is noted below: 1. Grande Trail and American Way a. Add stop sign to American Way – south leg; currently a yield sign exists. 2. Grande Trail and Freedom Place a. Create three-way stop; currently a stop sign exists on the west leg. 3. Grande Trail and Justice Drive a. Create three-way stop; currently it is uncontrolled. 4. Grande Trail and McClellan Boulevard – North a. Add stop sign to McClellan – south leg; currently it is uncontrolled. 5. Grande Trail and McClellan Boulevard – South a. Create four-way stop; currently yields exist on the north and south legs. 6. Berrywood Lane and Seely Street a. Add stop sign to Seely – south leg; currently a stop sign exists on the north leg. 7. Grande Trail and Sunset Avenue a. Add stop sign to Sunset – west leg; currently a yield sign exists. If you have any questions, please let us know. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Jori Behland, City Clerk Krysti Barksdale Noble, Community Development Director Date: June 26, 2023 Subject: Grande Reserve – Signage Recommendations Resolution No. 2023-____ Page 1 Resolution No. 2023-_____ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, ILLINOIS APPROVING RECOMMENDATIONS FOR STOP SIGNS IN THE GRANDE RESERVE SUBDIVISION WHEREAS, the United City of Yorkville, Kendall County, Illinois (the "City"), is a duly organized unit of government of the State of Illinois within the meaning of Article VII, Section 10 of the 1970 Illinois Constitution; and WHEREAS, the City is granted authority under the Illinois Vehicle Code to erect stop and yield signs at intersections under its jurisdiction (625 ILCS 5/11-302); and WHEREAS, the Grande Reserve Subdivision (the “Subdivision”), located within the corporate boundaries of the City, continues to experience growth and buildout; and WHEREAS, the City’s Public Works Department evaluated various intersections within the Subdivision for traffic volume and other criteria indicating the need to install stop signs; and WHEREAS, these studies resulted in the recommendation by the City’s Public Works Department that stop signs be added at various intersections within the Subdivision; and WHEREAS, the City wishes to move forward with the recommendations of the Public Works Department that stop signs be installed at various intersections within the Subdivision. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The recitals set forth above are incorporated into this Resolution as if fully restated herein. Section 2. The recommendations for a stop sign to be installed in the Grande Reserve subdivision on American Way at the intersection of Grande Trail and American Way, on McClellan Boulevard at the intersection of Grande Trail and McClellan Boulevard – North, on Resolution No. 2023-____ Page 2 Seely Street at the intersection of Berrywood Lane and Seely Street, on Sunset Avenue at the intersection of Grande Trail and Sunset Avenue; for a three-way stop to be installed at Grande Trail and Freedom Place and at Grande Trail and Justice Drive; and for a four-way stop to be installed at Grande Trail and McClellan Boulevard – South are hereby approved. Section 3. That this Resolution shall be in full force and effect from and after its passage and approval as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 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 Attest: ______________________________ CITY CLERK ()-()-()-()-()-()-()-()-()-( )- ( )- ( )-()-( )- ( ) -()-()-()-()-()-()-()- ()- ()- ()- ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-()DRIVEWAYOAKLA WN BERESFORD EM E R A L D PINERIDGERIVERWOODBURR HOBBSROUTE 34OLD GLORY J U S T I C E SH O E G E R TUSCANYD A V I DMATLOC KCRYD E RROYALOAKS PRE S T O N GRA N D E TRAI L L Y N C L I F F LEWIS EDYT HEBAILEY CHAR L E S ALDENBRIST O L PATRIOTGRANDESHOEGERSEELEY MCLELLANL Y MANAMO S CONSTITUTIONLINDE N RICKARDCANYON HE N N I N G ALLEGIANCEHAVENHILLBERRYWOOD MILL HOLLY ANNA MARIA RIVERW O OD LYNCLIFFSUN DOW N PRIVATE DRIVE REHBEHNL A V E N D E R SUNSETHOBBSPRIVATEDRIVEMILL BRADYLEHMANFR EED OM BURRGALENA BISSELROODJETERKENNEDYAMERI CANPARKWAYD R I V E W A Y ROY A L OA K S B R I S TO L R I DG E DRIV E W A Y OLD GLORYPRIVATEDRIVECRYDERJUSTICEELLSWORTHCRANSTONS Q U I R E Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 STOP SIGN JUSTIFICATION GRANDE RESERVE LOCATION MAPwww.eeiweb.com DATE DATE: PROJECT NO.: FILE: PATH: BY: MAY 2023 YO1107 YO1107_Grande Trail Intersection Overall.MXD H:\GIS\PUBLIC\YORKVILLE\2023\ MJT NO.REVISIONS ³United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-4350www.yorkville.il.us UNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOIS Legend ()-Yorkville Boundary GRANDE TRL & FREEDOM PLACE CREATE - 3 WAY STOP GRANDE TRL & MCLELLAN BLVD (N) ADD STOP SIGN - SOUTH LEG GRANDE TRL & MCLELLAN BLVD (S) CREATE - 4 WAY STOP GRANDE TRL & AMERICAN WAY ADD STOP SIGN - SOUTH LEG GRANDE TRL & SUNSET AVE ADD STOP SIGN - WEST LEG GRANDE TRL & JUSTICE DR CREATE - 3 WAY STOP BERRYWOOD LN & SEELEY ST ADD STOP SIGN - SOUTH LEG As requested, we investigated the possible installation of two way yield or stop signs at the intersection of*UDQGH7UDLODQG$PHULFDQ:D\. Our findings were as follows: •Currently the intersection is controlled by D \LHOG VLJQ RQ $PHULFDQ :D\. •The intersection at Grande Trail and $PHULFDQ :D\ does not appear to have any sight distance constraints and appears to be “open”. •The governing entity on traffic control signage is the Manual on Uniform Traffic Control Devices (MUTCD). The manual states as follows in regards to yield or stop sign installation:Guidance: Engineering MXGJPHQW should be used to establish intersection control. The following factors should be considered: $Vehicular, bicycle, and pedestrian traffic volumes on all approaches; %Number and angle of approaches; &Approach speeds; 'Sight distance available on each approach; and ( 5HSRUWHGFUDVKH[SHULHQFH <,(/'RU6723VLJQVVKRXOGEHXVHGDWDQLQWHUVHFWLRQLIRQHRUPRUHRIWKHIROORZLQJ FRQGLWLRQVH[LVW $$QLQWHUVHFWLRQRIDOHVVLPSRUWDQWURDGZLWKDPDLQURDGZKHUHDSSOLFDWLRQRIWKHQRUPDO ULJKWRIZD\UXOHZRXOG QRWEHH[SHFWHGWRSURYLGHUHDVRQDEOHFRPSOLDQFHZLWKWKHODZ %A street entering a designed through highway or street; and/or & $QXQVLJQDOL]HGLQWHUVHFWLRQLQDVLJQDOL]HGDUHD ,QDGGLWLRQWKHXVHRI<,(/'RU6723VLJQVVKRXOGEHFRQVLGHUHGDWWKHLQWHUVHFWLRQRIWZR PLQRUVWUHHWVRUORFDOURDGVZKHUHWKHLQWHUVHFWLRQKDVPRUHWKDQWKUHHDSSURDFKHVDQGZKHUH RQHRUPRUHRIWKHIROORZLQJFRQGLWLRQVH[LVW $The combined vehicular, bicycle, and pedestrian volume entering the intersection from all approaches averages more than 2,000 units per day; %The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary; and/or & &UDVKUHFRUGVLQGLFDWHWKDWILYHRUPRUHFUDVKHVWKDWLQYROYHWKHIDLOXUHWR\LHOGWKHULJKW RIZD\DWWKHLQWHUVHFWLRQXQGHUWKHQRUPDOULJKWRIZD\UXOHKDYHEHHQUHSRUWHGZLWKLQD \HDUSHULRGRUWKDWWKUHHRUPRUHVXFKFUDVKHVKDYHEHHQUHSRUWHGZLWKLQD\HDUSHULRG 7KHPDQXDODOVRVWDWHVDVIROORZVLQUHJDUGVWRVWRSVLJQLQVWDOODWLRQ <LHOGRU6WRSVLJQVVKRXOGQRWEHXVHGIRUVSHHGFRQWURO Memorandum To: Bart Olson, City Adddministttttratorrr From: Brad Sanddder y rson, EEI CC: Eric Dhuse, Directorr of Public Works Krysti Barksdale-Noble,Community Dev. Dir. Jori Behlanddd, City Clerkkkk Date: 5//2023 Subjectt:*UDQGH7UDLODQG$PHULFDQ:D\ 7KHDSSOLFDWLRQRIQRUPDOULJKWRIZD\UXOHLVH[SHFWHGWRSURYLGHUHDVRQDEOHFRPSOLDQFHIRUWKLVLQWHUVHFWLRQ7KLV LQWHUVHFWLRQLVQRWLQDVLJQDOL]HGDUHD$PHULFDQ:D\DQG*UDQGH7UDLORQO\KDVWKUHHDSSURDFKHV$PHULFDQ:D\ DSSURDFKHV*UDQGH7UDLOZKLFKLVDWKURXJKVWUHHW7KLVPDNHV$PHULFDQ:D\DJRRGFDQGLGDWHIRUDVWRSVLJQ LQVWDOODWLRQ Location: GUDQGH7UDLODQG$PHULFDQ:D\ Criteria Met Criteria** Yes Additional Study Required No A. B. C. An unsignalized intersection in a signalized area. A. B. C. A.Criteria are clearly met recommending installation of a YIELD or STOP sign (Circle designated sign type) Designate Location: $PHULFDQ:D\ %Criteria are not clearly met at this time - no further action recommended &Criteria may or may not be met - additional engineering study required By: Date: Title By: Date: Title * Based upon Professional Engineer's Review ** Manual on Uniform Traffic Control Devices (MUTCD)G:\Public\Hampshire\2023\HA2307-V Gast & Highbrook Stop Sign Study\Eng\[Two Way Yield or Stop Evaluation Form.xls]Sheet1 The combined vehicular, bicycle, and pedestrian volume entering the intersection from all approaches averages more than 2,000 units per day; C. Approach speeds; D. Sight distance available on each approach; and E. Reported crash experience. II. In addition, the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: I. YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: 81,7('&,7<2)<25.9,//( TWO WAY STOP PRELIMINARY ENGINEERING EVALUATION Evaluation Criteria Guidance: Engineering judgement should be used to establish intersection control. The following factors should be considered: A. Vehicular, bicycle, and pedestrian traffic volumes on all approaches; B. Number and angle of approaches; Based on a preliminary review of the criteria for a YIELD or STOP sign the following action is recommended: The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary; and/or Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under the normal right-of-way rule have been reported within a 3-year period, or that three or more such crashes have been reported within a 2-year period. An intersection of a less important road with a main road where application of the normal right-of-way rule would not be expected to provide reasonable compliance with the law. A street entering a designated through highway or street; and/or X X X X [ [ dž 72'':(//6 6(1,25352-(&7(1*,1((5,,  %5$'6$1'(5621 &+,()23(5$7,1*2)),&(535(6,'(17  Grand e T r l Grande TrlBurr StBurr StHobbs L n Burr Ct Crans ton C i r Amer ican Way Copyright nearmap 2015 WalshEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 GRANDE TRAIL & AMERICAN WAY STOP SIGN ANALYSIS www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: MAY 2023 YO1107 H:\GIS\PUBLIC\YORKVILLE\2011\ MJT United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-4350 ³ 200 0 200100 Feet YO1107_Grande Trail & American Way Stop Analysis - Existing EXISTING YIELD CONTROLLED INTERSECTION %&'( Grand e T r l Grande TrlBurr StBurr StHobbs L n Burr Ct Crans ton C i r Amer ican Way Copyright nearmap 2015 WalshEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 GRANDE TRAIL & AMERICAN WAY STOP SIGN ANALYSIS www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: MAY 2023 YO1107 H:\GIS\PUBLIC\YORKVILLE\2011\ MJT United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-4350 ³ 200 0 200100 Feet YO1107_Grande Trail & American Way Stop Analysis - Proposed PROPOSED STOP CONTROLLED INTERSECTION !"$ American Way and Grande Trail Intersection Photos Northbound approach, looking North Northbound approach, looking West American Way and Grande Trail Intersection Photos Northbound approach, looking East Eastbound approach, looking East American Way and Grande Trail Intersection Photos Eastbound approach, looking South Westbound approach, looking West American Way and Grande Trail Intersection Photos Westbound approach, looking South As requested, we investigated the possible installation of multi-way stop signs at the intersection of *UDQGH7UDLODQG)UHHGRP3ODFHOur findings were as follows: x Currently the intersection isFRQWUROOHGE\VWRSVLJQRQ)UHHGRP3ODFH x The intersection at *UDQGH7UDLODQG)UHHGRP3ODFHKDVRFFDVLRQDOVLJKWFRQVWUDLQWVGXHWRSDUNHG YHKLFOHVRQ*UDQGH7UDLO. x The governing entity on traffic control signage is the Manual on Uniform Traffic Control Devices (MUTCD). The manual states as follows in regards to multi-way stop sign installation:Guidance: The decision to install multi-way stop control should be based on an engineering study. The following criteria should be considered in the engineering study for a multi-way STOP sign installation: $Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal. %Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation. Such crashes include right-turn and left-turn collisions as well as right-angle collisions. &Minimum volumes: The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day; and The combined vehicular, pedestrian, and bicycle volume entering the intersection fromthe minor street approaches (total of both approaches) averages at least 200 units perhour for the same 8 hours, with an average delay to minor-street vehicular traffic of atleast 30 seconds per vehicle during the highest hour; but If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values provided in Items 1 and 2. 'Where no single criterion is satisfied, but where Criteria B, C.1, and C.2 are all satisfied to 80 percent of the minimum values. Criterion C.3 is excluded from this condition. Option: Other criteria that may be considered in an engineering study include: A. The need to control left-turn conflicts; Memorandum To:Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Jori Behland, City Clerk Date: 5/18/2023 Subject:*UDQGH7UDLODQG)UHHGRP3ODFH B. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes; C. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop; and D. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi-way stop control would improve traffic operational characteristics of the intersection. x The manual also states as follows in regards to stop sign installation: Yield or Stop signs should not be used for speed control. The traffic volume on the major street approach would appear to be below the average of 300 vehicles per hour and the traffic volume on the minor street approach would appear to be below the average of 200 units per hour for any 8 hours of an average day.3DUNHGYHKLFOHVDORQJ*UDQGH7UDLOFRXOGEHDVLJKW FRQVWUDLQWIRUWKLVLQWHUVHFWLRQ 7KLVLVDQDUHDZLWKKLJKSHGHVWULDQYROXPHVGXHWRWKHYLFLQLW\WRWKH VFKRRO'XHWRWKHKLJKQXPEHURISHGHVWULDQVDQGVLJKWFRQVWUDLQWVWKLVintersection LV a good candidate for a multi-way stopbased on the above criteria.6WRSVLJQVVKRXOGEHLPSOHPHQWHGDWDOODSSURDFKHVWR WKLVLQWHUVHFWLRQ Location: Criteria Met Criteria** Yes Additional Study Required No A. B. C. Minimum Volumes: 1. 2. 3. D. E. F. G. H. Criteria are clearly met recommending installation of a multi-way stop Criteria are not clearly met at this time - no further action recommended Criteria may or may not be met - additional engineering study required By:7RGG:HOOV Date: 6(1,25PROJECT ENGINEER,, Title By: Date: Title * Based upon Professional Engineer's Review 10/10/2013 ** Manual on Uniform Traffic Control Devices (MUTCD) Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal. Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation. Such crashes include right-turn and left-turn collisions as well as right-angle collisions. The vehicular volume entering the intersections from the major street approaches (total of both approaches)averages at least 300 vehicles per hour for any 8 hours of an average day; and The combined vehicular, pedestrian, and bicycle volume entering the intersections from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor- street vehicular traffic of at least 30 seconds per vehicle during the highest hour; but 81,7('&,7<2)<25.9,//( MULTI-WAY STOP PRELIMINARY ENGINEERING EVALUATION Primary Criteria to Consider* If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values provided in Items 1 and 2. Where no single criterion is satisfied, but where Criteria B, C.1 and C.2 are all satisfied to 80 percent of the minimum values, criterion C.3 is excluded from this condition. Based on a preliminary review of the criteria for a multi-way stop sign the following action is recommended: The need to control left-turn conflicts; The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes; Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop; and An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi-way stop control would improve traffic operational characteristics of the intersection. X X X X X X X Xdž X *UDQGH7UDLODQG Freedom Place %UDG6DQGHUVRQ &+,()23(5$7,1*2)),&(535(6,'(17  dž [ dž Grande TrlGrande Trl Constit uti o n WayJeter CtFreedom Pl Copyright nearmap 2015 WalshEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 GRANDE TRAIL & FREEDOM PL. STOP SIGN ANALYSIS www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: MAY 2023 YO1107 H:\GIS\PUBLIC\YORKVILLE\2011\ MJT United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-4350 ³ 200 0 200100 Feet YO1107_Grande Trail & Freedom Pl. Stop Analysis EXISTING STOP CONTROLLED INTERSECTION !"$ Grande TrlGrande Trl Constit uti o n WayJeter CtFreedom Pl Copyright nearmap 2015 WalshEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 GRANDE TRAIL & FREEDOM PL. STOP SIGN ANALYSIS www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: MAY 2023 YO1107 H:\GIS\PUBLIC\YORKVILLE\2011\ MJT United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-4350 ³ 200 0 200100 Feet YO1107_Grande Trail & Freedom Pl. Stop Analysis - Proposed PROPOSED STOP CONTROLLED INTERSECTION !"$!"$ !"$ Freedom Pl and Grande Trail Intersection photos Southbound approach, looking South Southbound approach, looking West Freedom Pl and Grande Trail Intersection photos Northbound approach, looking North Northbound approach, looking West Freedom Pl and Grande Trail Intersection photos Eastbound approach, looking East Eastbound approach, looking North Freedom Pl and Grande Trail Intersection photos Eastbound approach, looking South As requested, we investigated the possible installation of multi-way stop signs at the intersection of *UDQGH7UDLODQG-XVWLFH'ULYH. Our findings were as follows: x Currently the intersection isXQFRQWUROOHG x The intersection at *UDQGH7UDLODQG-XVWLFH'ULYHdoes not appear to have any sight distance constraints and appears to be “open”. x The governing entity on traffic control signage is the Manual on Uniform Traffic Control Devices (MUTCD). The manual states as follows in regards to multi-way stop sign installation:Guidance: The decision to install multi-way stop control should be based on an engineering study. The following criteria should be considered in the engineering study for a multi-way STOP sign installation: $Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal. %Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation. Such crashes include right-turn and left-turn collisions as well as right-angle collisions. &Minimum volumes: The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day; and The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor-street vehicular traffic of at least 30 seconds per vehicle during the highest hour; but If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values provided in Items 1 and 2. 'Where no single criterion is satisfied, but where Criteria B, C.1, and C.2 are all satisfied to 80 percent of the minimum values. Criterion C.3 is excluded from this condition. Option: Other criteria that may be considered in an engineering study include: A. The need to control left-turn conflicts; Memorandum To:Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Jori Behland, City Clerk Date: 5/18/2023 Subject:*UDQGH7UDLODQG-XVWLFH'ULYH B. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes; C. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop; and D. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi-way stop control would improve traffic operational characteristics of the intersection. x The manual also states as follows in regards to stop sign installation: Yield or Stop signs should not be used for speed control. The traffic volume on the major street approach would appear to be below the average of 300 vehicles per hour and the traffic volume on the minor street approach would appear to be below the average of 200 units per hour for any 8 hours of an average day. There are no sight distance constraints7KLVLVDQDUHD ZLWKKLJKSHGHVWULDQYROXPHVGXHWRWKHELNHSDWKOHDGLQJWRWKHSDUNDQGVFKRRO'XHWRWKHKLJKQXPEHU RISHGHVWULDQVWKLVintersection LV a good candidate for a multi-way stop based on the above criteria.6WRS VLJQVVKRXOGEHLPSOHPHQWHGDWDOODSSURDFKHVWRWKLVLQWHUVHFWLRQ Location: Criteria Met Criteria** Yes Additional Study Required No A. B. C. Minimum Volumes: 1. 2. 3. D. E. F. G. H. Criteria are clearly met recommending installation of a multi-way stop Criteria are not clearly met at this time - no further action recommended Criteria may or may not be met - additional engineering study required By:7RGG:HOOV Date: 6(1,25PROJECT ENGINEER,, Title By: Date: Title * Based upon Professional Engineer's Review 10/10/2013 ** Manual on Uniform Traffic Control Devices (MUTCD) Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal. Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation. Such crashes include right-turn and left-turn collisions as well as right-angle collisions. The vehicular volume entering the intersections from the major street approaches (total of both approaches)averages at least 300 vehicles per hour for any 8 hours of an average day; and The combined vehicular, pedestrian, and bicycle volume entering the intersections from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor- street vehicular traffic of at least 30 seconds per vehicle during the highest hour; but  81,7('&,7<2)<25.9,//( MULTI-WAY STOP PRELIMINARY ENGINEERING EVALUATION Primary Criteria to Consider* If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values provided in Items 1 and 2. Where no single criterion is satisfied, but where Criteria B, C.1 and C.2 are all satisfied to 80 percent of the minimum values, criterion C.3 is excluded from this condition. Based on a preliminary review of the criteria for a multi-way stop sign the following action is recommended: The need to control left-turn conflicts; The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes; Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop; and An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi-way stop control would improve traffic operational characteristics of the intersection. X X X X X X X X Xdž X *UDQGH7UDLODQG-XVWLFH'ULYH %UDG6DQGHUVRQ &+,()23(5$7,1*2)),&(535(6,'(17  dž [ Ellsw ort h Dr Grande Trl Grande T r lJustice Dr Copyright nearmap 2015 WalshEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 GRANDE TRAIL & JUSTICE DR. STOP SIGN ANALYSIS www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: MAY 2023 YO1107 H:\GIS\PUBLIC\YORKVILLE\2011\ MJT United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-4350 ³ 200 0 200100 Feet YO1107_Grande Trail & Justice Dr. Stop Analysis - Existing UNCONTROLLED INTERSECTION Ellsw ort h Dr Grande Trl Grande T r lJustice Dr Copyright nearmap 2015 WalshEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 GRANDE TRAIL & JUSTICE DR. STOP SIGN ANALYSIS www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: MAY 2023 YO1107 H:\GIS\PUBLIC\YORKVILLE\2011\ MJT United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-4350 ³ 200 0 200100 Feet YO1107_Grande Trail & Justice Dr. Stop Analysis - Proposed PROPOSED STOP CONTROLLED INTERSECTION !"$ !"$ !"$ Justice Drive and Grande Trail Intersection Photos Westbound approach, looking West Westbound approach, looking North Justice Drive and Grande Trail Intersection Photos Eastbound approach, looking East Eastbound approach, looking North Justice Drive and Grande Trail Intersection Photos Southbound approach, looking South Southbound approach, looking East Justice Drive and Grande Trail Intersection Photos Southbound approach, looking West As requested, we investigated the possible installation of two way yield or stop signs at the intersection of *UDQGH 7UDLO DQG 0F/HOODQ%OYG. Our findings were as follows: •Currently the intersection is XQFRQWUROOHG. •The intersection at Grande Trail and 0F/HOODQ%OYGdoes not appear to have any sight distance constraints and appears to be “open”. •The governing entity on traffic control signage is the Manual on Uniform Traffic Control Devices (MUTCD). The manual states as follows in regards to yield or stop sign installation:Guidance: Engineering judgment should be used to establish intersection control. The following factors should be considered: $Vehicular, bicycle, and pedestrian traffic volumes on all approaches; %Number and angle of approaches; &Approach speeds; 'Sight distance available on each approach; and ( 5HSRUWHGFUDVKH[SHULHQFH <,(/' RU 6723 VLJQV VKRXOG EH XVHG DW DQ LQWHUVHFWLRQ LI RQH RU PRUH RI WKH IROORZLQJ FRQGLWLRQV H[LVW $$Q LQWHUVHFWLRQ RI D OHVV LPSRUWDQW URDG ZLWK D PDLQ URDG ZKHUH DSSOLFDWLRQ RI WKH QRUPDO ULJKWRIZD\ UXOH ZRXOGQRW EH H[SHFWHG WR SURYLGH UHDVRQDEOH FRPSOLDQFH ZLWK WKH ODZ %A street entering a designed through highway or street; and/or & $QXQVLJQDOL]HGLQWHUVHFWLRQLQDVLJQDOL]HGDUHD ,QDGGLWLRQWKHXVHRI<,(/'RU6723VLJQVVKRXOGEHFRQVLGHUHGDWWKHLQWHUVHFWLRQRIWZR PLQRUVWUHHWVRUORFDOURDGVZKHUHWKHLQWHUVHFWLRQKDVPRUHWKDQWKUHHDSSURDFKHVDQGZKHUH RQHRUPRUHRIWKHIROORZLQJFRQGLWLRQVH[LVW $The combined vehicular, bicycle, and pedestrian volume entering the intersection from all approaches averages more than 2,000 units per day; %The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary; and/or & &UDVKUHFRUGVLQGLFDWHWKDWILYHRUPRUHFUDVKHVWKDWLQYROYHWKHIDLOXUHWR\LHOGWKHULJKW RIZD\DWWKHLQWHUVHFWLRQXQGHUWKHQRUPDOULJKWRIZD\UXOHKDYHEHHQUHSRUWHGZLWKLQD \HDUSHULRGRUWKDWWKUHHRUPRUHVXFKFUDVKHVKDYHEHHQUHSRUWHGZLWKLQD\HDUSHULRG 7KHPDQXDODOVRVWDWHVWKHIROORZLQJLQUHJDUGVWRVWRSRU\LHOGVLJQLQVWDOODWLRQ <LHOGRU6WRSVLJQVVKRXOGQRWEHXVHGIRUVSHHGFRQWURO Memorandum To: Bart Olson, City Adddministttttratorrr From: Brad Sanddder y rson, EEI CC: Eric Dhuse, Directorr of Public Works Krysti Barksdale-Noble,Community Dev. Dir. Jori Behlanddd, City Clerkkkk Date: 5//2023 Subjectt:*UDQGH7UDLODQG 0F/HOODQ%RXOHYDUG 1RUWK,QWHUVHFWLRQ 7KHDSSOLFDWLRQRIQRUPDOULJKWRIZD\UXOHLVH[SHFWHGWRSURYLGHUHDVRQDEOHFRPSOLDQFHIRUWKLVLQWHUVHFWLRQ7KLV LQWHUVHFWLRQLVQRWLQDVLJQDOL]HGDUHD7KLVLQWHUVHFWLRQRQO\KDVWKUHHDSSURDFKHV0F/HOODQ%RXOHYDUGDSSURDFKHV *UDQGH7UDLOZKLFKLVDWKURXJKVWUHHW7KLVPDNHV0F/HOODQ%RXOHYDUGDJRRGFDQGLGDWHIRUDVWRSVLJQLQVWDOODWLRQ Location: *UDQGH7UDLODQG0F/HOODQ%RXOHYDUG 1RUWK Criteria Met Criteria** Yes Additional Study Required No A. B. C. An unsignalized intersection in a signalized area. A. B. C. A. B. Criteria are not clearly met at this time - no further action recommended C. Criteria may or may not be met - additional engineering study required By: Date: Title By: Date: Title * Based upon Professional Engineer's Review ** Manual on Uniform Traffic Control Devices (MUTCD)G:\Public\Hampshire\2023\HA2307-V Gast & Highbrook Stop Sign Study\Eng\[Two Way Yield or Stop Evaluation Form.xls]Sheet1 The combined vehicular, bicycle, and pedestrian volume entering the intersection from all approaches averages more than 2,000 units per day; C. Approach speeds; D. Sight distance available on each approach; and E. Reported crash experience. II. In addition, the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: I. YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: 81,7('&,7<2)<25.9,//( TWO WAY STOP PRELIMINARY ENGINEERING EVALUATION Evaluation Criteria Guidance: Engineering judgement should be used to establish intersection control. The following factors should be considered: A. Vehicular, bicycle, and pedestrian traffic volumes on all approaches; B. Number and angle of approaches; Based on a preliminary review of the criteria for a YIELD or STOP sign the following action is recommended: The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary; and/or Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under the normal right-of-way rule have been reported within a 3-year period, or that three or more such crashes have been reported within a 2-year period. An intersection of a less important road with a main road where application of the normal right-of-way rule would not be expected to provide reasonable compliance with the law. A street entering a designated through highway or street; and/or X X X 72'':(//6 6(1,25352-(&7(1*,1((5,, %5$'6$1'(5621 &+,()23(5$7,1*2)),&(535(6,'(17   [ [ [ [ Criteria are clearly met recommending installation of a YIELD or STOP sign (Circle designated sign type) Designate Location:0F/HOODQ%OYG Constituti o n W a y McLellan BlvdGrande Tr l Grande Trl Copyright nearmap 2015 WalshEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 GRANDE TRAIL & MCLELLAN BLVD NORTH STOP SIGN ANALYSIS www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: MAY 2023 YO1107 H:\GIS\PUBLIC\YORKVILLE\2011\ MJT United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-4350 ³ 200 0 200100 Feet YO1107_Grande Trail & McLellan Blvd North Stop Analysis Existing UNCONTROLLED INTERSECTION Constituti o n W a y McLellan BlvdGrande Tr l Grande Trl Copyright nearmap 2015 WalshEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 GRANDE TRAIL & MCLELLAN BLVD NORTH STOP SIGN ANALYSIS www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: MAY 2023 YO1107 H:\GIS\PUBLIC\YORKVILLE\2011\ MJT United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-4350 ³ 200 0 200100 Feet YO1107_Grande Trail & McLellan Blvd North Stop Analysis Proposed PROPOSED STOP CONTROLLED INTERSECTION !"$ McLellan Blvd and Grande Trail North Intersection Photos Westbound approach, looking West Westbound approach, looking South McLellan Blvd and Grande Trail North Intersection Photos Eastbound approach, looking East Eastbound approach, looking South McLellan Blvd and Grande Trail North Intersection Photos Northbound approach, looking North Northbound approach, looking West McLellan Blvd and Grande Trail North Intersection Photos Northbound approach, looking East As requested, we investigated the possible installation of multi-way stop signs at the intersection of *UDQGH7UDLODQG0F/HOODQ%RXOHYDUG. Our findings were as follows: x Currently the intersection isFRQWUROOHGE\\LHOGVLJQVRQ0F/HOODQ%RXOHYDUG x The intersection at *UDQGH7UDLODQG0F/HOODQ%RXOHYDUGDSSHDUVWRKDYHRFFDVLRQDOVLJKW FRQVWUDLQWVGXHWRSDUNHGFDUVRQWKHURDG. x The governing entity on traffic control signage is the Manual on Uniform Traffic Control Devices (MUTCD). The manual states as follows in regards to multi-way stop sign installation:Guidance: The decision to install multi-way stop control should be based on an engineering study. The following criteria should be considered in the engineering study for a multi-way STOP sign installation: $Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal. %Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation. Such crashes include right-turn and left-turn collisions as well as right-angle collisions. &Minimum volumes: The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day; and The combined vehicular, pedestrian, and bicycle volume entering the intersection fromthe minor street approaches (total of both approaches) averages at least 200 units perhour for the same 8 hours, with an average delay to minor-street vehicular traffic of atleast 30 seconds per vehicle during the highest hour; but If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values provided in Items 1 and 2. 'Where no single criterion is satisfied, but where Criteria B, C.1, and C.2 are all satisfied to 80 percent of the minimum values. Criterion C.3 is excluded from this condition. Option: Other criteria that may be considered in an engineering study include: A. The need to control left-turn conflicts; Memorandum To:Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Jori Behland, City Clerk Date: 5/18/2023 Subject:*UDQGH7UDLODQG0F/HOODQ%RXOHYDUG 6RXWK,QWHUVHFWLRQ  B. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes; C. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop; and D. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi-way stop control would improve traffic operational characteristics of the intersection. x The manual also states as follows in regards to stop sign installation: Yield or Stop signs should not be used for speed control. The traffic volume on the major street approach would appear to be below the average of 300 vehicles per hour and the traffic volume on the minor street approach would appear to be below the average of 200 units per hour for any 8 hours of an average day.3DUNHGYHKLFOHVRQERWK*UDQGH7UDLODQG0F/HOODQ %RXOHYDUGFUHDWHVLJKWFRQVWUDLQWV7KLVLVDQDUHDZLWKKLJKSHGHVWULDQYROXPHVGXHWRWKHYLFLQLW\RIWKH SDUNDQGSXEOLFSRRO'XHWRWKHKLJKQXPEHURISHGHVWULDQVDQGVLJKWFRQVWUDLQWVWKLVintersection LV a good candidate for amulti-way stop based on the above criteria.6WRSVLJQVVKRXOGEHLPSOHPHQWHGDWDOO DSSURDFKHVWRWKLVLQWHUVHFWLRQ Location: Criteria Met Criteria** Yes Additional Study Required No A. B. C. Minimum Volumes: 1. 2. 3. D. E. F. G. H. Criteria are clearly met recommending installation of a multi-way stop Criteria are not clearly met at this time - no further action recommended Criteria may or may not be met - additional engineering study required By:7RGG:HOOV Date: 6(1,25PROJECT ENGINEER,, Title By: Date: Title * Based upon Professional Engineer's Review 10/10/2013 ** Manual on Uniform Traffic Control Devices (MUTCD) Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal. Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation. Such crashes include right-turn and left-turn collisions as well as right-angle collisions. The vehicular volume entering the intersections from the major street approaches (total of both approaches)averages at least 300 vehicles per hour for any 8 hours of an average day; and The combined vehicular, pedestrian, and bicycle volume entering the intersections from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor- street vehicular traffic of at least 30 seconds per vehicle during the highest hour; but 81,7('&,7<2)<25.9,//( MULTI-WAY STOP PRELIMINARY ENGINEERING EVALUATION Primary Criteria to Consider* If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values provided in Items 1 and 2. Where no single criterion is satisfied, but where Criteria B, C.1 and C.2 are all satisfied to 80 percent of the minimum values, criterion C.3 is excluded from this condition. Based on a preliminary review of the criteria for a multi-way stop sign the following action is recommended: The need to control left-turn conflicts; The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes; Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop; and An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi-way stop control would improve traffic operational characteristics of the intersection. X X X X X X X Xdž X *UDQGH7UDLODQG McLellan Boulevard 6RXWK %UDG6DQGHUVRQ &+,()23(5$7,1*2)),&(535(6,'(17  dž [ dž Grande Tr l Grand e T r l Burr StSquire CirMcLellan BlvdMcLellan BlvdCopyright nearmap 2015 WalshEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 GRANDE TRAIL & MCLELLAN BLVD SOUTH STOP SIGN ANALYSIS www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: MAY 2023 YO1107 H:\GIS\PUBLIC\YORKVILLE\2011\ MJT United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-4350 ³ 200 0 200100 Feet YO1107_Grande Trail & McLellan Blvd South Stop Analysis Existing EXISTING YIELD CONTROLLED INTERSECTION %&'( %&'( Grande Tr l Grand e T r l Burr StSquire CirMcLellan BlvdMcLellan BlvdCopyright nearmap 2015 WalshEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 GRANDE TRAIL & MCLELLAN BLVD SOUTH STOP SIGN ANALYSIS www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: MAY 2023 YO1107 H:\GIS\PUBLIC\YORKVILLE\2011\ MJT United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-4350 ³ 200 0 200100 Feet YO1107_Grande Trail & McLellan Blvd South Stop Analysis Proposed PROPOSED STOP CONTROLLED INTERSECTION !"$ !"$ !"$ !"$ McLellan Blvd. and Grande Trail Intersection Photos Eastbound approach, looking East Eastbound approach, looking North McLellan Blvd. and Grande Trail Intersection Photos Eastbound approach, looking South Southbound approach, looking South McLellan Blvd. and Grande Trail Intersection Photos Southbound approach, looking East Southbound approach, looking West McLellan Blvd. and Grande Trail Intersection Photos Westbound approach, looking West Westbound approach, looking South McLellan Blvd. and Grande Trail Intersection Photos Westbound approach, looking North Northbound approach, looking North McLellan Blvd. and Grande Trail Intersection Photos Northbound approach, looking West Northbound approach, looking East As requested, we investigated the possible installation of two way yield or stop signs at the intersection of %HUU\ZRRG/DQHDQG6HHOH\6WUHHW. Our findings were as follows: •Currently the intersection is FRQWUROOHGE\DVWRSVLJQRQWKHVRXWKERXQGDSSURDFKRI6HHOH\ 6WUHHW. •The intersection at %HUU\ZRRG/DQHDQG6HHOH\ 6WUHHW does not appear to have any sight distance constraints and appears to be “open”. •The governing entity on traffic control signage is the Manual on Uniform Traffic Control Devices (MUTCD). The manual states as follows in regards to yield or stop sign installation:Guidance: Engineering MXGJPHQW should be used to establish intersection control. The following factors should be considered: $Vehicular, bicycle, and pedestrian traffic volumes on all approaches; %Number and angle of approaches; &Approach speeds; 'Sight distance available on each approach; and (Reported crash experience. <,(/' RU 6723 VLJQV VKRXOG EH XVHG DW DQ LQWHUVHFWLRQ LI RQH RU PRUH RI WKH IROORZLQJ FRQGLWLRQV H[LVW $$QLQWHUVHFWLRQRIDOHVVLPSRUWDQWURDGZLWKDPDLQURDGZKHUHDSSOLFDWLRQRIWKHQRUPDO ULJKWRIZD\UXOHZRXOGQRWEHH[SHFWHGWRSURYLGHUHDVRQDEOHFRPSOLDQFHZLWKWKHODZ %A street entering a designed through highway or street; and/or &$QXQVLJQDOL]HGLQWHUVHFWLRQ LQDVLJQDOL]HGDUHD ,QDGGLWLRQWKHXVHRI<,(/'RU6723VLJQVVKRXOGEHFRQVLGHUHGDWWKHLQWHUVHFWLRQRIWKH WZRPLQRUVWUHHWVRUORFDOURDGVZKHUHWKHLQWHUVHFWLRQKDVPRUHWKDQWKUHHDSSURDFKHVDQG ZKHUHRQHRUPRUHRIWKHIROORZLQJFRQGLWLRQVH[LVW $7KH combined vehicular, bicycle, and pedestrian volume entering the intersection from all approaches averages more than 2,000 units per day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emorandum To: Bart Olson, City Adddministttttratorrr From: Brad Sanddder y rson, EEI CC: Eric Dhuse, Directorr of Public Works Krysti Barksdale-Noble,Community Dev. Dir. Jori Behlanddd, City Clerkkkk Date: 5//2023 Subjectt:%HUU\ZRRG/DQHDQG6HHOH\6WUHHW 7KHDSSOLFDWLRQRIQRUPDOULJKWRIZD\UXOHLVH[SHFWHGWRSURYLGHUHDVRQDEOHFRPSOLDQFHIRUWKLVLQWHUVHFWLRQ7KLV LQWHUVHFWLRQLVQRWLQDVLJQDOL]HGDUHD7KLVLQWHUVHFWLRQDYHUDJHVRYHUXQLWVDGD\RIDOOFRPELQHGWUDIILFDQG SHGHVWULDQV6HHOH\6WUHHWDSSURDFKHV%HUU\ZRRG/DQHZKLFKLVDWKURXJKVWUHHW7KLVPDNHV6HHOH\6WUHHWDJRRG FDQGLGDWHIRUDVWRSVLJQLQVWDOODWLRQIRUWKH1RUWKERXQGDSSURDFK Location: Berrywood Lane and Seeley Street Criteria Met Criteria** Yes Additional Study Required No A. B. C. An unsignalized intersection in a signalized area. A. B. C. A.Criteria are clearly met recommending installation of a YIELD or STOP sign (Circle designated sign type) Designate Location: B. Criteria are not clearly met at this time - no further action recommended C. Criteria may or may not be met - additional engineering study required By: Date: Title By: Date: Title * Based upon Professional Engineer's Review ** Manual on Uniform Traffic Control Devices (MUTCD)G:\Public\Hampshire\2023\HA2307-V Gast & Highbrook Stop Sign Study\Eng\[Two Way Yield or Stop Evaluation Form.xls]Sheet1 The combined vehicular, bicycle, and pedestrian volume entering the intersection from all approaches averages more than 2,000 units per day; C. Approach speeds; D. Sight distance available on each approach; and E. Reported crash experience. II. In addition, the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: I. YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: UNITED CITY OF YORKVILLE TWO WAY STOP PRELIMINARY ENGINEERING EVALUATION Evaluation Criteria Guidance: Engineering judgement should be used to establish intersection control. The following factors should be considered: A. Vehicular, bicycle, and pedestrian traffic volumes on all approaches; B. Number and angle of approaches; Based on a preliminary review of the criteria for a YIELD or STOP sign the following action is recommended: The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary; and/or Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under the normal right-of-way rule have been reported within a 3-year period, or that three or more such crashes have been reported within a 2-year period. An intersection of a less important road with a main road where application of the normal right-of-way rule would not be expected to provide reasonable compliance with the law. A street entering a designated through highway or street; and/or X X X 72'':(//6 6(1,25352-(&7(1*,1((5,, %5$'6$1'(5621 &+,()23(5$7,1*2)),&(535(6,'(17   [ [ [ [ Seeley Street ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-PINERIDGEBERRYWOOD HOLLY SEELEYCopyright nearmap 2015 WalshEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 6HHOH\6WDQG%HUU\ZRRG/Q STOP SIGN ANALYSIS www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: MAY 2023 YO1107 H:\GIS\PUBLIC\YORKVILLE\2011\ MJT United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-4350 ³ 200 0 200100 Feet YO1107_Berrywood Ln & Seeley St Stop Analysis - Existing EXISTING STOP SIGN CONTROLLED INTERSECTION !"$ ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-PINERIDGEBERRYWOOD HOLLY SEELEYCopyright nearmap 2015 WalshEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 6HHOH\6WDQG%HUU\ZRRG/Q STOP SIGN ANALYSIS www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: MAY 2023 YO1107 H:\GIS\PUBLIC\YORKVILLE\2011\ MJT United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-4350 ³ 200 0 200100 Feet YO1107_Berrywood Ln & Seeley St Stop Analysis - Proposed PROPOSED STOP SIGN CONTROLLED INTERSECTION !"$ !"$ Seeley St and Berrywood Ln Intersection Photos Northbound approach, looking North Northbound approach, looking West Seeley St and Berrywood Ln Intersection Photos Northbound approach, looking East Eastbound approach, looking East Seeley St and Berrywood Ln Intersection Photos Eastbound approach, looking North Eastbound approach, looking South Seeley St and Berrywood Ln Intersection Photos Southbound approach, looking South Southbound approach, looking East Seeley St and Berrywood Ln Intersection Photos Southbound approach, looking West Westbound approach, looking West Seeley St and Berrywood Ln Intersection Photos Westbound approach, looking South Westbound approach, looking North As requested, we investigated the possible installation of two way yield or stop signs at the intersection of*UDQGH7UDLODQG6XQVHW$YHQXH. Our findings were as follows: •Currently the intersection is controlled by D \LHOG VLJQ RQ 6XQVHW$YHQXH. •The intersection at Grande Trail and 6XQVHW$YHQXH does not appear to have any sight distance constraints and appears to be “open”. •The governing entity on traffic control signage is the Manual on Uniform Traffic Control Devices (MUTCD). The manual states as follows in regards to yield or stop sign installation:Guidance: Engineering MXGJPHQW should be used to establish intersection control. The following factors should be considered: $Vehicular, bicycle, and pedestrian traffic volumes on all approaches; %Number and angle of approaches; &Approach speeds; 'Sight distance available on each approach; and ( 5HSRUWHGFUDVKH[SHULHQFH <,(/'RU6723VLJQVVKRXOGEHXVHGDWDQLQWHUVHFWLRQLIRQHRUPRUHRIWKHIROORZLQJ FRQGLWLRQVH[LVW $$QLQWHUVHFWLRQRIDOHVVLPSRUWDQWURDGZLWKDPDLQURDGZKHUHDSSOLFDWLRQRIWKHQRUPDO ULJKWRIZD\UXOHZRXOG QRWEHH[SHFWHGWRSURYLGHUHDVRQDEOHFRPSOLDQFHZLWKWKHODZ %A street entering a designed through highway or street; and/or & $QXQVLJQDOL]HGLQWHUVHFWLRQLQDVLJQDOL]HGDUHD In addition, the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: $The combined vehicular, bicycle, and pedestrian volume entering the intersection from all approaches averages more than 2,000 units per day; %The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary; and/or & &UDVKUHFRUGVLQGLFDWHWKDWILYHRUPRUHFUDVKHVWKDWLQYROYHWKHIDLOXUHWR\LHOGWKHULJKW RIZD\DWWKHLQWHUVHFWLRQXQGHUWKHQRUPDOULJKWRIZD\UXOHKDYHEHHQUHSRUWHGZLWKLQD \HDUSHULRGRUWKDWWKUHHRUPRUHVXFKFUDVKHVKDYHEHHQUHSRUWHGZLWKLQD\HDUSHULRG 7KHPDQXDODOVRVWDWHVWKHIROORZLQJLQUHJDUGVWRVWRSRU\LHOGVLJQLQVWDOODWLRQ <LHOGRU6WRSVLJQVVKRXOGQRWEHXVHGIRUVSHHGFRQWURO Memorandum To: Bart Olson, City Adddministttttratorrr From: Brad Sanddder y rson, EEI CC: Eric Dhuse, Directorr of Public Works Krysti Barksdale-Noble,Community Dev. Dir. Jori Behlanddd, City Clerkkkk Date: 5//2023 Subjectt:*UDQGH7UDLODQG6XQVHW$YHQXH 7KHDSSOLFDWLRQRIQRUPDOULJKWRIZD\UXOHLVH[SHFWHGWRSURYLGHUHDVRQDEOHFRPSOLDQFHIRUWKLVLQWHUVHFWLRQ7KLV LQWHUVHFWLRQLVQRWLQDVLJQDOL]HGDUHD7KLVLQWHUVHFWLRQRQO\KDVWKUHHDSSURDFKHV6XQVHW$YHQXHDSSURDFKHV *UDQGH7UDLOZKLFKLVDWKURXJKVWUHHW7KLVPDNHV6XQVHW$YHQXHDJRRGFDQGLGDWHIRUDVWRSVLJQLQVWDOODWLRQ Location: 6XQVHW$YHQXHDQG*UDQGH7UDLO Criteria Met Criteria** Yes Additional Study Required No A. B. C. An unsignalized intersection in a signalized area. A. B. C. A. B. Criteria are not clearly met at this time - no further action recommended C. Criteria may or may not be met - additional engineering study required By: Date: Title By: Date: Title * Based upon Professional Engineer's Review ** Manual on Uniform Traffic Control Devices (MUTCD)G:\Public\Hampshire\2023\HA2307-V Gast & Highbrook Stop Sign Study\Eng\[Two Way Yield or Stop Evaluation Form.xls]Sheet1 The combined vehicular, bicycle, and pedestrian volume entering the intersection from all approaches averages more than 2,000 units per day; C. Approach speeds; D. Sight distance available on each approach; and E. Reported crash experience. II. In addition, the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: I. YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: 81,7('&,7<2)<25.9,//( TWO WAY STOP PRELIMINARY ENGINEERING EVALUATION Evaluation Criteria Guidance: Engineering judgement should be used to establish intersection control. The following factors should be considered: A. Vehicular, bicycle, and pedestrian traffic volumes on all approaches; B. Number and angle of approaches; Based on a preliminary review of the criteria for a YIELD or STOP sign the following action is recommended: The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary; and/or Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under the normal right-of-way rule have been reported within a 3-year period, or that three or more such crashes have been reported within a 2-year period. An intersection of a less important road with a main road where application of the normal right-of-way rule would not be expected to provide reasonable compliance with the law. A street entering a designated through highway or street; and/or X X X X [ [ [ Criteria are clearly met recommending installation of a YIELD or STOP sign (Circle designated sign type)  Designate Location: 72'':(//6 6(1,25352-(&7(1*,1((5,, %5$'6$1'(5621 &+,()23(5$7,1*2)),&(535(6,'(17   6XQVHW$YHQXH ()-()-()-()-Ol d G l o r y D r Alden Ave Gra n d e T r l B r i s t o l R i d g e R d Squire CirSunset AveCopyright nearmap 2015 WalshEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 GRANDE TRAIL & SUNSET AVE STOP SIGN ANALYSIS www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: MAY 2023 YO1107 H:\GIS\PUBLIC\YORKVILLE\2011\ MJT United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-4350 ³ 200 0 200100 Feet YO1107_Grande Trail & Sunset Ave Stop Analysis - Existing EXISTING YIELD CONTROLLED INTERSECTION %&'( ()-()-()-()-Ol d G l o r y D r Alden Ave Gra n d e T r l B r i s t o l R i d g e R d Squire CirSunset AveCopyright nearmap 2015 WalshEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 GRANDE TRAIL & SUNSET AVE STOP SIGN ANALYSIS www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: MAY 2023 YO1107 H:\GIS\PUBLIC\YORKVILLE\2011\ MJT United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-4350 ³ 200 0 200100 Feet YO1107_Grande Trail & Sunset Ave Stop Analysis - Proposed PROPOSED STOP CONTROLLED INTERSECTION !"$ 1 Grande Trail and Sunset Ave Intersection Photos Northbound approach, looking North Northbound approach, looking West 2 Grande Trail and Sunset Ave Intersection Photos Eastbound approach, looking East Eastbound approach, looking North 3 Grande Trail and Sunset Ave Intersection Photos Eastbound approach, looking South Southbound approach, looking South 4 Grande Trail and Sunset Ave Intersection Photos Southbound approach, looking West 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 #5 Tracking Number PW 2023-61 Garden Street – No Parking Recommendation City Council – July 25, 2023 PW – 7/18/23 Moved forward to CC consent agenda. PW 2023-61 Majority Approval Review of Recommendation Brad Sanderson Engineering Name Department Background With the opening of the early childhood center on Garden and Rt. 47, the parking on Garden Street has created an issue with traffic. Parking is occurring on both sides of the roadway and encroaching near Rt 47, which is creating issues for through traffic. It is also creating issues with the Rt 47 turn lanes. This has been observed by both the Police and Public Works Departments. Recommendation We are recommending eliminating parking on the north side of the street as indicated in the attached exhibit to solve the problem. The surrounding properties that we be affected will be informed well in advance of sign installation. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Jori Behland, City Clerk Krysti Barksdale Noble, Community Development Director Date: June 26, 2023 Subject: Garden Street – No Parking Recommendation Resolution No. 2023-____ Page 1 Resolution No. 2023-_____ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, ILLINOIS APPROVING RECOMMENDATION FOR NO PARKING ON THE NORTH SIDE OF GARDEN STREET WHEREAS, the United City of Yorkville, Kendall County, Illinois (the "City"), is a duly organized unit of government of the State of Illinois within the meaning of Article VII, Section 10 of the 1970 Illinois Constitution; and WHEREAS, the City is granted authority under the Illinois Vehicle Code to regulate parking and standing of vehicles on streets and highways under its jurisdiction (625 ILCS 5/11- 208(a)); and WHEREAS, the opening of an early childhood center on Garden Street and Rt. 47 within the City’s corporate boundaries has caused more cars to be parked along both the north and south sides of Garden Street; and WHEREAS, the increase in vehicles parked along Garden Street has created issues for through traffic traveling along Garden Street; and WHEREAS, the City’s Public Works Department recommends prohibiting parking on the north side of Garden Street to facilitate the flow of traffic; and WHEREAS, the City wishes to move forward with the recommendations of the Public Works Department that parking be prohibited along the north side of Garden Street. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The recitals set forth above are incorporated into this Resolution as if fully restated herein. Resolution No. 2023-____ Page 2 Section 2. The recommendation that parking be prohibited on the north side of Garden Street is hereby approved. Section 3. That this Resolution shall be in full force and effect from and after its passage and approval as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 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 Attest: ______________________________ CITY CLERK GardenBridge Wood Sage Copyright nearmap 2015Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700GARDEN STREET PARKINGwww.eeiweb.comDATE:PROJECT NO.:FILE:PATH:BY:JUNE 2023YO2300YO2300- Garden Street Parking.MXDH:\GIS\PUBLIC\YORKVILLE\2023\YO2300MJTUnited City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350³0200FeetLOCATION MAPUNITED CITY OF YORKVILLEKENDALL COUNTY, ILLINOISNO STREET PARKING ON NORTH SIDE OF GARDEN ST 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 #6 Tracking Number PW 2023-62 Corneils Road Interceptor Improvements – Change Order No. 2 City Council – July 25, 2023 PW – 7/18/23 Moved forward to CC consent agenda. PW 2023-62 Majority Approval Consideration of Change Order No. 2 - Balancing Brad Sanderson Engineering Name Department The purpose of this memo is to present Change Order No. 2 - Balancing for the above referenced project. A Change Order, as defined by in the General Conditions of the Contract Documents, is a written order to the Contractor authorizing an addition, deletion or revision in the work within the general scope of the Contract Documents, or authorizing an adjustment in the Contract Price or Contract Time. Background: The United City of Yorkville and Fischer Excavating, Inc. entered into an agreement for a contract value of $3,140,637.45 for the above referenced project. Questions Presented: Should the City approve Change Order No. 2 – Balancing, which would decrease the contract value by $156,065.00. Discussion: The change order would decrease the contract value to $2,984,572.45 based upon final measurement of quantities in the field. We are recommending approval of the change order. Action Required: Consideration of approval of Change Order No. 2 - Balancing. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Erin Willrett, Assistant City Administrator Rob Fredrickson, Finance Director Jori Behland, City Clerk Date: June 21, 2023 Subject: Corneils Road Interceptor Improvements CHANGE ORDER Order No. 2 - Balancing Date: July 25, 2023 Agreement Date: January 13, 2023 NAME OF PROJECT: Corneils Road Interceptor Improvements OWNER: United City of Yorkville CONTRACTOR: Fischer Excavating, Inc. The following changes are hereby made to the CONTRACT DOCUMENTS: Change of CONTRACT PRICE: Original CONTRACT PRICE: $3,140,637.45 Current CONTRACT PRICE adjusted by previous CHANGE ORDER(S): $3,140,637.45 The CONTRACT PRICE due to this CHANGE ORDER will be decreased) by: $156,065.00 The new CONTRACT PRICE including this CHANGE ORDER will be: $2,984,572.45 Change to CONTRACT TIME: The CONTRACT TIME will be (increased) (decreased) by calendar days. The date for completion for all work will be: Justification This change order reduces the contract value based upon final measurements in the field. Approvals Required Requested by: United City of Yorkville Recommended by: Engineering Enterprises, I nc. Accepted by: Fischer Excavating, Inc Page 1 of 1 ENGINEER'S PAYMENT ESTIMATE NO. 3PAYABLE TO: FISCHER EXCAVATING, INC.CORNEILS ROAD INTERCEPTOR SEWER PAY PERIODADDRESS: 1567 HEINE ROADUNITED CITY OF YORKVILLEFROM: 4/29/2023TO: 6/19/2023FREEPORT, IL 61032KENDALL COUNTY, ILLINOISCOMPLETED QUANTITY COMPLETED TOTAL TOTAL AWARDED AWARDED ADDED DEDUCTED THIS PAY VALUE THIS COMPLETED COMPLETEDITEM NO. ITEMS QUANTITY UNITS UNIT PRICE VALUE QUANTITY QUANTITY PERIOD PAY PERIOD QUANTITY VALUE1 TREE REMOVAL, ACRES 0.25 ACRE 35,000.00$ 8,750.00$ 0.25 0.0 $0.00 0.0 $0.00 2 FOUNDATION MATERIAL 100 CU YD95.00$ 9,500.00$ 126.00 0.0 $0.00 226.0 $21,470.00 3 NON SPECIAL, NON HAZARDOUS SOIL WASTE DISPOSAL - TYPE 1 50 CU YD 99.00$ 4,950.00$ 50.00 0.0 $0.00 0.0 $0.00 4 NON SPECIAL, NON HAZARDOUS SOIL WASTE DISPOSAL - TYPE 2 50 CU YD 37.00$ 1,850.00$ 50.00 0.0 $0.00 0.0 $0.00 5 SELECTED GRANULAR BACKFILL 325 CU YD 47.00$ 15,275.00$ 9.00 40.0 $1,880.00 316.0 $14,852.00 6 RESTORATION 1 LSUM 18,000.00$ 18,000.00$ 1.0 $18,000.00 1.0 $18,000.00 7 EXPLORATORY EXCAVATION 3 EACH 872.00$ 2,616.00$ 0.0 $0.00 3.0 $2,616.00 8 PERIMETER EROSION BARRIER 14725 FOOT 2.90$ 42,702.50$ 1300.00 0.0 $0.00 13425.0 $38,932.50 9 INLET AND PIPE PROTECTION 5 EACH 370.00$ 1,850.00$ 2.00 0.0 $0.00 3.0 $1,110.00 10 FULL DEPTH PAVEMENT PATCHING 245 SQ YD 140.00$ 34,300.00$ 138.00 107.0 $14,980.00 107.0 $14,980.00 11 HMA PAVEMENT PATCH, 4-INCH 150 SQ YD 118.00$ 17,700.00$ 150.00 0.0 $0.00 0.0 $0.00 12 REMOVE AND RE-ERECT STEEL PLATE BEAM GUARDRAIL 15 FOOT 95.00$ 1,425.00$ 15.00 0.0 $0.00 0.0 $0.00 13 TRAFFIC BARRIER TERMINAL, TYPE 2 1 EACH 4,465.00$ 4,465.00$ 1.00 0.0 $0.00 0.0 $0.00 14 AGGREGATE DRIVEWAY REMOVAL AND REPLACEMENT 2200 SQ YD 14.00$ 30,800.00$ 2200.00 0.0 $0.00 0.0 $0.00 15 SANITARY SEWER, PVC C900, DR-18, 12-INCH 828 FOOT 150.00$ 124,200.00$ 89.00 0.0 $0.00 917.0 $137,550.00 16 SANITARY SEWER, PVC C900, DR-18, 16-INCH 6589 FOOT 240.00$ 1,581,360.00$ 89.00 0.0 $0.00 6500.0 $1,560,000.00 17 SANITARY SEWER, PVC C900, DR-18, 30-INCH 1190 FOOT 687.00$ 817,530.00$ 0.0 $0.00 1190.0 $817,530.00 18 TYPE A SANITARY MANHOLE, 5' DIA., TYPE 1 FRAME AND CLOSED LID 25 EACH 7,735.00$ 193,375.00$ 4.00 0.0 $0.00 21.0 $162,435.00 19 ADDITIONAL DEPTH OF MANHOLE 176 FOOT 597.00$ 105,072.00$ 13.00 189.0 $112,833.00 189.0 $112,833.00 20 PRESSURE TESTING SANITARY SEWER 8607 FOOT 1.00$ 8,607.00$ 2.00 0.0 $0.00 8605.0 $8,605.00 21 DEFLECTION TESTING SANITARY SEWER 8607 FOOT 0.85$ 7,315.95$ 2021.0 $1,717.85 8607.0 $7,315.95 22 SANITARY MANHOLE VACUUM TESTING 25 EACH 112.00$ 2,800.00$ 1.00 0.0 $0.00 24.0 $2,688.00 23 TELEVISING SANITARY SEWER 8598 FOOT 2.00$ 17,196.00$ 8598.00 0.0 $0.00 0.0 $0.00 24 CONNECTION TO EXISTING SANITARY MANHOLE 1 EACH 3,050.00$ 3,050.00$ 0.0 $0.00 1.0 $3,050.00 25 DRAIN TILE REPAIR 100 FOOT 171.00$ 17,100.00$ 13.00 0.0 $0.00 87.0 $14,877.00 26 PIPE CULVERT REMOVAL AND REPLACEMENT, 12" 30 FOOT 94.00$ 2,820.00$ 30.00 0.0 $0.00 0.0 $0.00 27 TRAFFIC CONTROL AND PROTECTION 1 LSUM 9,403.00$ 9,403.00$ 1.0 $9,403.00 1.0 $9,403.00 28 STABILIZED CONSTRUCTION ENTRANCE 5 EACH 1,325.00$ 6,625.00$ 0.0 $0.00 5.0 $6,625.00 29 ALLOWANCE - ITEMS ORDERED BY THE ENGINEER 50000 UNIT 1.00$ 50,000.00$ 50000.00 0.0 $0.00 0.0 $0.00 AWARDED VALUE = $3,140,637.45 THIS PERIOD = $158,813.85 TO DATE = $2,954,872.45MISCELLANEOUS EXTRAS AND CREDITS VALUE1 TYPE A SANITARY MANHOLE, 6' DIA., TYPE 1 FRAME AND CLOSED LID 29,700.00$ 2SUMMARY3TOTAL MISCELLANEOUS EXTRAS AND CREDITS 29,700.00$ TOTAL COMPLETED CONSTRUCTION COSTS 2,984,572.45$ DEDUCT RETAINAGE (RESTORATION) (10,000.00)$ TOTAL AMOUNT DUE TO CONTRACTOR 2,974,572.45$ MISCELLANEOUS DEBITSVALUE TOTAL DEBITS (2,543,182.74)$ 1 PAY ESTIMATE 1906,735.15$ NET AMOUNT DUE - THIS PAYMENT 431,389.71$ 2 PAY ESTIMATE 21,636,447.59$ 345David Todd 5/31/2023PREPARED BY : _________________________________________ DATE: _____________________APPROVED BY : _________________________________________ DATE: _____________________G:\Public\Yorkville\2021\YO2153-P Corneils Road Interceptor Sewer\Construction\Pay Estimates\[Pay Estimates.xls]Pay Estimate 3ENGINEERING ENTERPRISES, INC., CONSULTING ENGINEERSPage 1 of 1 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 #7 Tracking Number PW 2023-64 2023 Water Main Improvements – Contract B City Council – July 25, 2023 PW – 7/18/23 Moved forward to CC consent agenda. PW 2023-64 Majority Approval Consideration of Change Order No. 1 Brad Sanderson Engineering Name Department The purpose of this memo is to present Change Order No. 1 for the above referenced project. A Change Order, as defined by in the General Conditions of the Contract Documents, is a written order to the Contractor authorizing an addition, deletion or revision in the work within the general scope of the Contract Documents, or authorizing an adjustment in the Contract Price or Contract Time. Background: The City awarded the work for the above referenced contract to Winniger Excavating, Inc. in the amount of $1,983,518.44. The project is currently in contracting. Questions Presented: Should the City approve Change Order No. 1 which would decrease the contract value by $193,581.89? Discussion: The change order would decrease the contract value to $1,789,936.55. The bid value of the contract exceeded the budgeted value for water main improvements. The portion of water main improvements on Colton Street will be removed from the contract and completed as part of the 2024 water main improvements. The anticipated value of the improvements eliminated is $193,581.89. We are recommending approval of the change order. Action Required: Consideration of approval of Change Order No. 1. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Erin Willrett, Assistant City Administrator Rob Fredrickson, Finance Director Jori Behland, City Clerk Date: July 11, 2023 Subject: 2023 Water Main Improvements – Contract B L:\Agendas - Packets\Packets\2023 Packets\Public Works\07-18-23\2023 Water Main Contract B - Change Order 1\3. Change Order 1 - Colton Removal.doc CHANGE ORDER Order No. 1 Date: July 25, 2023 Agreement Date: N/A NAME OF PROJECT: 2023 Water Main Replacement – Contract B OWNER: United City of Yorkville CONTRACTOR: Winniger Excavating, Inc. The following changes are hereby made to the CONTRACT DOCUMENTS: 1) Deduction of Colton Street Water Main Improvements ($193,581.89) Change of CONTRACT PRICE: Original CONTRACT PRICE: $ 1,983,518.44 Current CONTRACT PRICE adjusted by previous CHANGE ORDER(S) $ 1,983,518.44 The CONTRACT PRICE due to this CHANGE ORDER will be (increased)(decreased) by: $ _193,581.89 The new CONTRACT PRICE including this CHANGE ORDER will be $ 1,789,936.55 Justification: 1) The bid value of the contract exceeded the budgeted value for water main improvements. The portion of water main improvements on Colton Street will be removed from the contract and completed as part of the 2024 water main improvements. The anticipated value of the improvements eliminated is $193,581.89. Change to CONTRACT TIME: The contract time is increased/decreased by 0 days. Requested by: _ __Winniger Excavating, Inc. Recommended by: Engineering Enterprises, Inc. Accepted by: United City of Yorkville_ 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 #8 Tracking Number PW 2023-66 South Central Elevated Water Storage Tank – Design Engineering Agreement City Council – July 25, 2023 PW – 7/18/23 Moved forward to CC consent agenda. PW 2023-66 Majority Approval Please see the attached memo. Bart Olson Administration Name Department Summary Consideration of a design engineering agreement with EEI for the South Central Elevated Water Storage Tank Rehabilitation project. Background This item was last discussed during the FY 24 budget presentation, when the City Council reviewed a budget proposal that contains $45,000 in design engineering costs in FY 24 and $945,000 in FY 25 for construction engineering and project costs for repainting the south central water tower. Accordingly, EEI has submitted a design engineering contract for the project. The agreement submitted by EEI covers design engineering services only. The total cost of the contract is a fixed fee amount of $34,926. This cost is included in the FY 24 budget. This work is expected to begin in 2024 after the design work is complete in late 2023 and the project is bid out in Winter 2023/2024. Recommendation Staff recommends approval of the design engineering agreement with EEI for the South Central Elevated Water Storage Tank Rehabilitation project. Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: July 13, 2023 Subject: South Central Elevated Water Storage Tank – Design Engineering South Central Elevated Water Storage Tank Rehabilitation United City of Yorkville, IL Professional Services Agreement - Design Engineering THIS AGREEMENT, by and between the United City of Yorkville, hereinafter referred to as the "City" or “OWNER” and Engineering Enterprises, Inc. hereinafter referred to as the "Contractor" or “ENGINEER” agrees as follows: A. Services: ENGINEER agrees to furnish to the City the following services: The ENGINEER shall provide any and all necessary engineering services to the City as indicated on the Scope of Services (Attachment B). Design engineering will be provided for the rehabilitation of the South Central Elevated Water Storage Tank, which shall include repainting the interior and exterior of the tank. Engineering will be in accordance with all City, Standard Specifications for Water and Sewer Construction in Illinois, Illinois Department of Transportation, and Illinois Environmental Protection Agency requirements. B. Term: Services will be provided beginning on the date of execution of this agreement and continuing, until terminated by either party upon 7 days written notice to the non- terminating party or upon completion of the Services. Upon termination the ENGINEER shall be compensated for all work performed for the City prior to termination. C. Compensation and maximum amounts due to ENGINEER: ENGINEER shall receive as compensation for all work and services to be performed herein, an amount based on the Estimate of Level of Effort and Associated Cost included in Attachment C. Design Engineering will be paid for as a Fixed Fee (FF) in the amount of $34,926. The hourly rates for this project are shown in the attached 2023 Standard Schedule of Charges (Attachment F). All payments will be made according to the Illinois State Prompt Payment Act and not less than once every thirty days. D. Changes in Rates of Compensation: In the event that this contract is designated in Section B hereof as an Ongoing Contract, ENGINEER, on or before February 1st of any given year, shall provide written notice of any change in the rates specified in Section C hereof (or on any attachments hereto) and said changes shall only be effective on and after May 1st of that same year. South Central Water Storage Tank Rehabilitation United City of Yorkville Professional Services Agreement Design Engineering E. Ownership of Records and Documents: ENGINEER agrees that all books and records and other recorded information developed specifically in connection with this agreement shall remain the property of the City. ENGINEER agrees to keep such information confidential and not to disclose or disseminate the information to third parties without the consent of the City. This confidentiality shall not apply to material or information, which would otherwise be subject to public disclosure through the freedom of information act or if already previously disclosed by a third party. Upon termination of this agreement, ENGINEER agrees to return all such materials to the City. The City agrees not to modify any original documents produced by ENGINEER without contractors consent. Modifications of any signed duplicate original document not authorized by ENGINEER will be at OWNER’s sole risk and without legal liability to the ENGINEER. Use of any incomplete, unsigned document will, likewise, be at the OWNER’s sole risk and without legal liability to the ENGINEER. F. Governing Law: This contract shall be governed and construed in accordance with the laws of the State of Illinois. Venue shall be in Kendall County, Illinois. G. Independent Contractor: ENGINEER shall have sole control over the manner and means of providing the work and services performed under this agreement. The City’s relationship to the ENGINEER under this agreement shall be that of an independent contractor. ENGINEER will not be considered an employee to the City for any purpose. H. Certifications: Employment Status: The Contractor certifies that if any of its personnel are an employee of the State of Illinois, they have permission from their employer to perform the service. Anti-Bribery: The Contractor certifies it is not barred under 30 Illinois Compiled Statutes 500/50-5(a) - (d) from contracting as a result of a conviction for or admission of bribery or attempted bribery of an officer or employee of the State of Illinois or any other state. Loan Default: If the Contractor is an individual, the Contractor certifies that he/she is not in default for a period of six months or more in an amount of $600 or more on the repayment of any educational loan guaranteed by the Illinois State Scholarship Commission made by an Illinois institution of higher education or any other loan made from public funds for the purpose of financing higher education (5 ILCS 385/3). South Central Water Storage Tank Rehabilitation United City of Yorkville Professional Services Agreement Design Engineering Felony Certification: The Contractor certifies that it is not barred pursuant to 30 Illinois Compiled Statutes 500/50-10 from conducting business with the State of Illinois or any agency as a result of being convicted of a felony. Barred from Contracting: The Contractor certifies that it has not been barred from contracting as a result of a conviction for bid-rigging or bid rotating under 720 Illinois Compiled Statutes 5/33E or similar law of another state. Drug Free Workplace: The Contractor certifies that it is in compliance with the Drug Free Workplace Act (30 Illinois Compiled Statutes 580) as of the effective date of this contract. The Drug Free Workplace Act requires, in part, that Contractors, with 25 or more employees certify and agree to take steps to ensure a drug free workplace by informing employees of the dangers of drug abuse, of the availability of any treatment or assistance program, of prohibited activities and of sanctions that will be imposed for violations; and that individuals with contracts certify that they will not engage in the manufacture, distribution, dispensation, possession, or use of a controlled substance in the performance of the contract. Non-Discrimination, Certification, and Equal Employment Opportunity: The Contractor agrees to comply with applicable provisions of the Illinois Human Rights Act (775 Illinois Compiled Statutes 5), the U.S. Civil Rights Act, the Americans with Disabilities Act, Section 504 of the U.S. Rehabilitation Act and the rules applicable to each. The equal opportunity clause of Section 750.10 of the Illinois Department of Human Rights Rules is specifically incorporated herein. The Contractor shall comply with Executive Order 11246, entitled Equal Employment Opportunity, as amended by Executive Order 11375, and as supplemented by U.S. Department of Labor regulations (41 C.F.R. Chapter 60). The Contractor agrees to incorporate this clause into all subcontracts under this Contract. International Boycott: The Contractor certifies that neither it nor any substantially owned affiliated company is participating or shall participate in an international boycott in violation of the provisions of the U.S. Export Administration Act of 1979 or the regulations of the U.S. Department of Commerce promulgated under that Act (30 ILCS 582). Record Retention and Audits: If 30 Illinois Compiled Statutes 500/20-65 requires the Contractor (and any subcontractors) to maintain, for a period of 3 years after the later of the date of completion of this Contract or the date of final payment under the Contract, all books and records relating to the performance of the Contract and necessary to support amounts charged to the City under the Contract. The Contract and all books and records related to the Contract shall be available for review and audit by the City and the Illinois Auditor General. If this Contract is funded from contract/grant funds provided by the U.S. Government, the Contract, books, and records shall be available for review and audit by the Comptroller General of the U.S. and/or the Inspector General of the federal South Central Water Storage Tank Rehabilitation United City of Yorkville Professional Services Agreement Design Engineering sponsoring agency. The Contractor agrees to cooperate fully with any audit and to provide full access to all relevant materials. United States Resident Certification: (This certification must be included in all contracts involving personal services by non-resident aliens and foreign entities in accordance with requirements imposed by the Internal Revenue Services for withholding and reporting federal income taxes.) The Contractor certifies that he/she is a: x United States Citizen ___ Resident Alien ___ Non-Resident Alien The Internal Revenue Service requires that taxes be withheld on payments made to non resident aliens for the performance of personal services at the rate of 30%. Tax Payer Certification : Under penalties of perjury, the Contractor certifies that its Federal Tax Payer Identification Number or Social Security Number is (provided separately) and is doing business as a (check one): ___ Individual ___ Real Estate Agent ___ Sole Proprietorship ___ Government Entity ___ Partnership ___ Tax Exempt Organization (IRC 501(a) only) x Corporation ___ Not for Profit Corporation ___ Trust or Estate ___ Medical and Health Care Services Provider Corp. I. Indemnification: ENGINEER shall indemnify and hold harmless the City and City’s agents, servants, and employees against all loss, damage, and expense which it may sustain or for which it will become liable on account of injury to or death of persons, or on account of damage to or destruction of property resulting from the performance of work under this agreement by ENGINEER or its Subcontractors, or due to or arising in any manner from the wrongful act or negligence of ENGINEER or its Subcontractors of any employee of any of them. In the event that the either party shall bring any suit, cause of action or counterclaim against the other party, the non-prevailing party shall pay to the prevailing party the cost and expenses incurred to answer and/or defend such action, including reasonable attorney fees and court costs. In no event shall the either party indemnify any other party for the consequences of that party’s negligence, including failure to follow the ENGINEER’s recommendations. J. Insurance: The ENGINEER agrees that it has either attached a copy of all required insurance certificates or that said insurance is not required due to the nature and extent of the types of services rendered hereunder. (Not applicable as having been previously supplied) K. Additional Terms or Modification: The terms of this agreement shall be further modified as provided on the attachments. Except for those terms included on the attachments, no additional terms are included as a part of this agreement. All prior understandings and agreements between the parties are merged into this agreement, and this agreement may not be modified orally or in any South Central Water Storage Tank Rehabilitation United City of Yorkville Professional Services Agreement Design Engineering manner other than by an agreement in writing signed by both parties. In the event that any provisions of this agreement shall be held to be invalid or unenforceable, the remaining provisions shall be valid and binding on the parties. The list of exhibits is as follows: Attachment A: Standard Terms and Conditions Attachment B: Scope of Services Attachment C: Estimate of Level of Effort and Associated Cost Attachment D: Anticipated Project Schedule Attachment E: 2023 Standard Schedule of Charges L. Notices: All notices required to be given under the terms of this agreement shall be given mail, addressed to the parties as follows: For the City: For the ENGINEER: City Administrator and City Clerk Engineering Enterprises, Inc. United City of Yorkville 52 Wheeler Road 800 Game Farm Road Sugar Grove Illinois 60554 Yorkville, IL 60560 Either of the parties may designate in writing from time to time substitute addresses or persons in connection with required notices. Agreed to this _____day of __________________, 2023. United City of Yorkville: Engineering Enterprises, Inc.: _________________________________ ________________________________ Brad Sanderson, P.E.0D\RU-RKQ3XUFHOO Chief Operating Officer / President _________________________________ ________________________________ Jori Behland Michele L. Piotrowski, PE, LEED AP City Clerk Vice President ______________________________________________________________________________________________ MiMMMMMMMMMMMMMMMMMMchele LPiotrowski PE LEED AP STANDARD TERMS AND CONDITIONS Agreement: These Standard Terms and Conditions, together with the Professional Services Agreement, constitute the entire integrated agreement between the OWNER and Engineering Enterprises, Inc. (EEI) (hereinafter “Agreement”), and take precedence over any other provisions between the Parties. These terms may be amended, but only if both parties consent in writing. Standard of Care: In providing services under this Agreement, the ENGINEER will endeavor to perform in a matter consistent with that degree of care and skill ordinarily exercised by members of the same profession currently practicing under same circumstances in the same locality. ENGINEER makes no other warranties, express or implied, written or oral under this Agreement or otherwise, in connection with ENGINEER’S service. Construction Engineering and Inspection: The ENGINEER shall not supervise, direct, control, or have authority over any contractor work, nor have authority over or be responsible for the means, methods, techniques sequences, or procedures of construction selected or used by any contractor, or the safety precautions and programs incident thereto, for security or safety of the site, nor for any failure of a contractor to comply with laws and regulations applicable to such contractor’s furnishing and performing of its work. The ENGINEER neither guarantees the performance of any contractor nor assumes responsibility for contractor’s failure to furnish and perform the work in accordance with the contract documents. The ENGINEER is not responsible for the acts or omissions of any contractor, subcontractor, or supplies, or any of their agents or employees or any other person at the site or otherwise furnishing or performing any work. Shop drawing and submittal review by the ENGINEER shall apply to only the items in the submissions and only for the purpose of assessing if upon installation or incorporation in the project work they are generally consistent with the construction documents. OWNER agrees that the contractor is solely responsible for the submissions and for compliance with the construction documents. OWNER further agrees that the ENGINEER’S review and action in relation to these submissions shall not constitute the provision of means, methods, techniques, sequencing or procedures of construction or extend or safety programs or precautions. The ENGINEER’S consideration of a component does not constitute acceptance of the assembled items. The ENGINEER’S site observation during construction shall be at the times agreed upon in the Project Scope. Through standard, reasonable means the ENGINEER will become generally familiar with observable completed work. If the ENGINEER observes completed work that is inconsistent with the construction documents, that information shall be communicated to the contractor and OWNER for them to address. Opinion of Probable Construction Costs: ENGINEER’S opinion of probable construction costs represents ENGINEER’S best and reasonable judgment as a professional engineer. OWNER acknowledges that ENGINEER has no control over construction costs of contractor’s methods of determining pricing, or over competitive bidding by contractors, or of market conditions or changes thereto. ENGINEER cannot and does not guarantee that proposals, bids or actual construction costs will not vary from ENGINEER’S opinion of probable construction costs. Copies of Documents & Electronic Compatibility: Copies of Documents that may be relied upon by OWNER are limited to the printed copies (also known as hard copies) that are signed or sealed by the ENGINEER. Files in electronic media format of text, data, graphics, or of other types that are furnished by ENGINEER to OWNER are only for convenience of OWNER. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. When transferring documents in electronic media format, ENGINEER makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by ENGINEER at the beginning of the project. Changed Conditions: If, during the term of this Agreement, circumstances or conditions that were not originally contemplated by or known to the ENGINEER are revealed, to the extent that they affect the scope of services, compensation, schedule, allocation of risks, or other material terms of this Agreement, the ENGINEER may call for renegotiation of appropriate portions of this Agreement. The ENGINEER shall notify the OWNER of the changed conditions necessitating renegotiation, and the ENGINEER and the OWNER shall promptly and in good faith enter into renegotiation of this Agreement to address the changed conditions. If terms cannot be agreed to, the parties agree that either party has the absolute right to terminate this Agreement, in accordance with the termination provision hereof. Hazardous Conditions: OWNER represents to ENGINEER that to the best of its knowledge no Hazardous Conditions (environmental or otherwise) exist on the project site. If a Hazardous Condition is encountered or alleged, ENGINEER shall have the obligation to notify OWNER and, to the extent of applicable Laws and Regulations, appropriate governmental officials. It is acknowledged by both parties that ENGINEER's scope of services does not include any services related to a Hazardous Condition. In the event ENGINEER or any other party encounters a Hazardous Condition, ENGINEER may, at its option and without liability for consequential or any other damages, suspend performance of services on the portion of the project affected thereby until OWNER: (i) retains appropriate specialist consultant(s) or contractor(s) to identify and, as appropriate, abate, remediate, or remove the Hazardous Condition; and (ii) warrants that the project site is in full compliance with applicable Laws and Regulations. Consequential Damages: Notwithstanding any other provision of this Agreement, and to the fullest extent permitted by law, neither the OWNER nor the ENGINEER, their respective officers, directors, partners, employees, contractors, or subcontractors shall be liable to the other or shall make any claim for any incidental, indirect, or consequential damages arising out of or connected in any way to the Project or to this Agreement. This mutual waiver of consequential damages shall include, but is not limited to, loss of use, loss of profit, loss of business, loss of income, loss of reputation, or any other consequential damages that either party may have incurred from any cause of action including negligence, strict liability, breach of contract, and breach of strict or implied warranty. Both the OWNER and the ENGINEER shall require similar waivers of consequential damages protecting all the entities or persons named herein in all contracts and subcontracts with others involved in this project. Termination: This Agreement may be terminated for convenience, without cause, upon fourteen (14) days written notice of either party. In the event of termination, the ENGINEER shall prepare a final invoice and be due compensation as set forth in the Professional Services Agreement for all costs incurred through the date of termination. Either party may terminate this Agreement for cause upon giving the other party not less than seven (7) calendar days’ written notice for the following reasons: (a) Substantial failure by the other party to comply with or perform in accordance with the terms of the Agreement and through no fault of the terminating party; (b) Assignment of the Agreement or transfer of the project without the prior written consent of the other party; (c) Suspension of the project or the ENGINEER’S services by the OWNER for a period of greater than ninety (90) calendar days, consecutive or in the aggregate. (d) Material changes in the conditions under which this Agreement was entered into, the scope of services or the nature of the project, and the failure of the parties to reach agreement on the compensation and schedule adjustments necessitated by such changes. Third Party Beneficiaries: Nothing contained in this Agreement shall create a contractual relationship with or a cause of action in favor of a third party against either the OWNER or the ENGINEER. The ENGINEER’S services under this Agreement are being performed solely and exclusively for the OWNER’S benefit, and no other party or entity shall have any claim against the ENGINEER because of this Agreement or the performance or nonperformance of services hereunder. The OWNER and ENGINEER agree to require a similar provision in all contracts with contractors, subcontractors, vendors and other entities involved in this Project to carry out the intent of this provision. Force Majeure: Each Party shall be excused from the performance of its obligations under this Agreement to the extent that such performance is prevented by force majeure (defined below) and the nonperforming party promptly provides notice of such prevention to the other party. Such excuse shall be continued so long as the condition constituting force majeure continues. The party affected by such force majeure also shall notify the other party of the anticipated duration of such force majeure, any actions being taken to avoid or minimize its effect after such occurrence, and shall take reasonable efforts to remove the condition constituting such force majeure. For purposes of this Agreement, “force majeure” shall include conditions beyond the control of the parties, including an act of God, acts of terrorism, voluntary or involuntary compliance with any regulation, law or order of any government, war, acts of war (whether war be declared or not), labor strike or lock-out, civil commotion, epidemic, failure or default of public utilities or common carriers, destruction of production facilities or materials by fire, earthquake, storm or like catastrophe. The payment of invoices due and owing hereunder shall in no event be delayed by the payer because of a force majeure affecting the payer. Additional Terms or Modification: All prior understandings and agreements between the parties are merged into this Agreement, and this Agreement may not be modified orally or in any manner other than by an Agreement in writing signed by both parties. In the event that any provisions of this Agreement shall be held to be invalid or unenforceable, the remaining provisions shall be valid and binding on the parties. Assignment: Neither party to this Agreement shall transfer or assign any rights or duties under or interest in this Agreement without the prior written consent of the other party. Subcontracting normally contemplated by the ENGINEER shall not be considered an assignment for purposes of this Agreement. Waiver: A party’s waiver of, or the failure or delay in enforcing any provision of this Agreement shall not constitute a waiver of the provision, nor shall it affect the enforceability of that provision or of the remainder of this Agreement. Attorney’s Fees: In the event of any action or proceeding brought by either party against the other under this Agreement, the prevailing party shall be entitled to recover from the other all costs and expenses including without limitation the reasonable fees of its attorneys in such action or proceeding, including costs of appeal, if any, in such amount as the Court may adjudge reasonable. Headings: The headings used in this Agreement are inserted only as a matter of convenience only, and in no way define, limit, enlarge, modify, explain or define the text thereof nor affect the construction or interpretation of this Agreement. South Central Elevated Water Storage Tank Rehabilitation United City of Yorkville, IL Professional Services Agreement - Design Engineering Attachment B – Scope of Services Deficiencies have been observed with the exterior and interior coating systems of the South Central Elevated Water Storage Tank (EWST). As part of the scope of this contract, a site visit will be performed to additionally observe field conditions and potential structural, sanitary, and safety items that may need to be addressed. In addition to the site visit, the scope of this work includes an electrical review, preparation of bidding documents, and coordination of bidding and letting. The proposed work items for this project are as follows: DESIGN ENGINEERING 2.1 Project Management and Administration x Budget Tracking x Management of Personnel and the Engineering Contract 2.2 Project Meetings x Project Kick-Off Meeting Between the City and EEI x One (1) Design Progress Meeting Between the City and EEI prior to Bidding 2.3 Final Plans, Specifications and Estimates x Preparation of 60%, 90%, and 100% Project Manual and Engineer’s Opinion of Probable Construction Cost. x Project Manual Shall Include Bidding and Contract Documents, General Conditions, Special Provisions and Exhibits. 2.4 Bidding and Contracting x Prepare Bidders List and Ad for Bid x Submit Ad for Bid to the Local Paper and Post Bidding Documents on QuestCDN x Address Bid Questions and Prepare Addenda x Attend Bid Opening x Prepare Bid Tab, Bid Summary, and Recommendation of Award x Execute Contract Documents Design includes an electrical review of the tank and associated specifications for any of the associated electrical improvements required. Furthermore, if required, a pre-bid meeting is included with the work items above. This scope does not include any coordination with telecommunication carriers if antennas or other equipment are on the tank. The above scope summarizes the work items that will be completed for this contract. Additional work items, such as additional meetings beyond the project initiation meeting defined in the above scope, shall be considered outside the scope of the base contract and will be billed in accordance with the Standard Schedule of Charges. ATTACHMENT C: ESTIMATE OF LEVEL OF EFFORT AND ASSOCIATED COST PROFESSIONAL ENGINEERING SERVICES CLIENT PROJECT NUMBER United City of Yorkville YO2008-P PROJECT TITLE DATE PREPARED BY South Central Water Storage Tank Rehabilitation ROLE PIC SPM PM SPE II PE CAD ADMIN PERSON BPS MLP MWS KKP RATE $239 $234 $212 $192 $162 $167 $70 DESIGN ENGINEERING 2.1 Project Management and Administration 1 8 - - - 9 2,111$ 2.2 Project Meetings 2 6 8 - - 16 3,418$ 2.3 Contract Documents (Incl. Exhibits) 5 14 72 14 2 107 20,773$ 2.4 Bidding and Contracting - 2 23 - 7 32 5,374$ Insert Task Subtotal: 8 30 - 103 - 14 9 164 31,676$ 8 30 - 103 - 14 9 164 31,676 EEI STAFF DIRECT EXPENSES BPS Brad P. Sanderson Printing/Scanning = 100$ MLP Michele L. Piotrowski Paint Sampling = 150$ MWS Michael W. Schweisthal Electrical = 3,000$ KKP Kris K. Pung DIRECT EXPENSES = 3,250$ LABOR SUMMARY EEI Labor Expenses = 31,676$ TOTAL LABOR EXPENSES 31,676$ TOTAL COSTS 34,926$ 52 Wheeler Road, Sugar Grove, IL 60554 Tel: 630.466.6700 Fax: 630.466.6701 www.eeiweb.com PROJECT TOTAL: 7/12/23 MLP TASK NO.TASK DESCRIPTION HOURS COST ATTACHMENT D: ESTIMATED SCHEDULECLIENT PROJECT NUMBERUnited City of YorkvilleYO2008-PPROJECT TITLEDATE PREPARED BYSouth Central Water Storage Tank RehabilitationMLPAUG SEPT OCT NOV DEC JAN FEB MARAPR MAYDESIGN ENGINEERING2.1 Project Management and Administration2.2 Project Meetings2.3 Contract Documents (Incl. Exhibits)2.4 Bidding and Contracting 52 Wheeler Road Sugar Grove, IL 60554 Tel: 630.466.6700 Fax: 630.466.6701 www.eeiweb.comTASK NO.TASK DESCRIPTION7/12/232024 EMPLOYEE DESIGNATION CLASSIFICATION HOURLY RATE Senior Principal E-4 $239.00 Principal E-3 $234.00 Senior Project Manager E-2 $227.00 Project Manager E-1 $204.00 Senior Project Engineer/Surveyor II P-6 $192.00 Senior Project Engineer/Surveyor I P-5 $179.00 Project Engineer/Surveyor P-4 $162.00 Senior Engineer/Surveyor P-3 $149.00 Engineer/Surveyor P-2 $135.00 Associate Engineer/Surveyor P-1 $122.00 Senior Project Technician II T-6 $167.00 Senior Project Technician I T-5 $156.00 Project Technician T-4 $146.00 Senior Technician T-3 $135.00 Technician T-2 $122.00 Associate Technician T-1 $107.00 GIS Technician II G-2 $119.00 GIS Technician I G-1 $110.00 Engineering/Land Surveying Intern I-1 $ 79.00 Executive Administrative Assistant A-4 $ 75.00 Administrative Assistant A-3 $ 70.00 VEHICLES. REPROGRAPHICS, DIRECT COSTS, DRONE AND EXPERT TESTIMONY Vehicle for Construction Observation $ 15.00 In-House Scanning and Reproduction $0.25/Sq. Ft. (Black & White) $1.00/Sq. Ft. (Color) Reimbursable Expenses (Direct Costs) Cost Services by Others (Direct Costs) Cost + 10% Unmanned Aircraft System / Unmanned Aerial Vehicle / Drone $ 216.00 Expert Testimony $ 271.00 $77$&+0(17'STANDARD SCHEDULE OF CHARGES ~ JANUARY 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/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 2023-44 Kendall County New Building (105 West Fox) Security Waiver City Council – July 25, 2023 Majority Vote Bart Olson Administration Name Department Summary Consideration of an ordinance waiving the construction guarantee for the new Kendall County municipal building exterior improvements at 105 West Fox Street. Background Kendall County is currently redeveloping the area around 111 W Fox St with construction of a new building at 105 W Fox St. As part of our standard plan review with the County, we determined that they have ~$80,000 in exterior improvements related to parking lots, landscaping, and other items. Under our normal City development standards, the County should have to post a bond equal to 120% of these improvements (around $101,000). The County’s architect, Cordogan Clark, has asked the City if we would consider waiving this construction guarantee as the County is not a traditional developer, the security guarantee would cost the City a modest amount of money, and the County has already publicly financially committed to the improvements through various publicly held Board votes. Staff feels this is a reasonable request and has drafted an ordinance waiving the security requirement for these limited exterior improvements. Recommendation Staff recommends approval of the construction guarantee for the exterior improvements on the Kendall County municipal building project at 105 West Fox St. Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: July 19, 2023 Subject: Kendall County new building at 105 West Fox – security waiver Ordinance No. 2023-____ Page 1 Ordinance No. 2023-______ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS WAIVING CONSTRUCTION GUARANTEE FOR THE KENDALL COUNTY NEW OFFICE BUILDING AT 105 WEST FOX STREET 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, Title 11, Chapter 5 of the Yorkville City Code, requires a construction guarantee in the form of an irrevocable letter of credit or an irrevocable performance bond in an amount approved by the City Engineer to assure the satisfactory installation of all required public improvements (the “Code”); and, WHEREAS, the County of Kendall has been issued permits to construct an administrative building at 105 West Fox Street (the “Project”) and has requested a waiver of the required construction guarantee; and, WHEREAS, the Mayor and City Council have determined that it is in the best interest of the County to work together and are prepared to waive the construction guarantee as required by the Code for the Project. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. That the construction guarantee as required by Title 1, Chapter 5 of the Yorkville City Code, be and is hereby waived for the County’s Project. Section 2. This Ordinance shall be in full force and effect after its passage, publication, and approval as provided by law. Ordinance No. 2023-____ Page 2 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 Attest: ______________________________ CITY CLERK Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #2 Tracking Number CC 2023-45 Janitorial Services Request for Proposal and Professional Services Agreement City Council – July 25, 2023 Majority Vote Jesus Navarro Public Works Name Department Summary Discussion of the Request for Proposal (RFP) Janitorial Services for several City-owned properties and recommendation to City Council to enter into a Professional Services Agreement between the City of Yorkville and Uni-Max Management Corp based on the results from the RFP. Background On September 11, 2018, Staff released an RFP for Citywide Janitorial Services. This comprehensive RFP included the diverse requirements of all the City departments requiring custodial services. The RFP resulted in four (4) proposals of which, Eco Clean Maintenance Inc, was the lowest responsive proposal. The City Council approved the awarding of the contract on December 13, 2018 for one (1) year contract ending December 31, 2019, with an option for a one (1) year extension upon the discretion of the City. The City continued to use Eco Clean for all buildings until earlier this year when we moved to the new City Hall. At that time, the City engaged Imperial Service System for City Hall, Library, and Preschool based on a month-to-month quote and a positive reference check. For these three locations, the City pays $12,363 per month. The rest of the City buildings continued to be cleaned by Eco Clean Maintenance, Inc. at a service cost is $3,485 per month. In total, the current annual cost for service for all City buildings is $190,176. The City again bid the RFP for Citywide Janitorial Services in June 2023. The bid sheet for those services is attached. The low-bid proposal for services from Uni-Max Management at an annual cost of $71,644. References from the City of Crest Hill, Village of Woodridge, Village of Western Springs and Township of Schaumburg have been contacted and all are satisfied with the service Uni- Max Management Corp has or is providing. Recommendation Staff is requesting that the City Council accept the lowest responsive proposal from Uni-Max Management Corp and authorize the execution of a one (1) year contract to begin on September 1, 2023 and end on August 31, 2024, with an option for a one (1) year extension upon the discretion of the City. Attachments x Bid Tab Memorandum To: City Council From: Jesus Navarro, Facilities Manager CC: Bart Olson, City Administrator Erin Willrett, Assistant City Administrator Date: July 18, 2023 Subject: Janitorial Services Request for Proposal and Professional Services Agreement UNITEDCITYOFYORKVILLE BidOpeningͲTuesday,July14,2023at10:00a.m. Contractor/Bidder Year1Year2Option Total 1UniͲMaxManagementCorp $71,644.00 $77,272.00 $148,916.00 2VegaBuildingMaintenance $77,440.00 $77,440.00 $154,880.00 3 SpeedyCleaningServiceInc $111,590.00 $114,934.48 $226,524.48 4BravoServicesInc $130,844.00 $135,874.20 $266,718.20 5EcoCleanMaintenanceInc $134,136.00 $134,136.00 $268,272.00 6 ImperialServiceSystemInc $140,778.00 $140,788.00 $281,566.00 7 AlliedUniversalJanitorialServices $140,844.34 $145,069.44 $285,913.78 8 PerfectCleaningSevicesInc $150,300.00 $150,300.00 $300,600.00 9 CleanNetofIllinoisInc $156,360.40 $156,360.40 $312,720.80 10 ChiͲTownCleaningServices $172,900.00 $176,362.80 $349,262.80 Resolution No. 2023-____ Page 1 Resolution No. 2023-_____ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, ILLINOIS APPROVING A JANITORIAL PROFESSIONAL SERVICES AGREEMENT WITH UNI-MAX MANAGEMENT CORP. WHEREAS, the United City of Yorkville, Kendall County, Illinois (the "City"), is a duly organized unit of government of the State of Illinois within the meaning of Article VII, Section 10 of the 1970 Illinois Constitution; and WHEREAS, the City published a request for proposals for professional janitorial services for City buildings; and WHEREAS, after a thorough review of said proposals received and a determination as to the qualifications of the bidders, it has been determined that Uni-Max Management Corp. is the lowest responsible bidder. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The recitals set forth above are incorporated into this Resolution as if fully restated herein. Section 2. That the Janitorial Professional Services Agreement, by and between the City and Uni-Max Management Corp. attached hereto as Exhibit A and made a part hereof by reference, is hereby approved, and the Mayor and City Clerk are hereby authorized to execute said agreement on behalf of the United City of Yorkville. Section 3. That this Resolution shall be in full force and effect from and after its passage and approval as provided by law. Resolution No. 2023-____ Page 2 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 Attest: ______________________________ CITY CLERK Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #3 Tracking Number CC 2023-46 Countryside Pavilion Park Update City Council – July 25, 2023 None Informational Please see attached memo. Tim Evans Parks and Recreation Name Department Summary Countryside Pavilion Park - Update Background This item was initially presented to City Council when the Council approved new playground equipment purchases in 2022. A status update was given to the Council at their April 11, 2023 meeting. Over the last few years, Parks & Recreation staff has developed a playground replacement plan for the City’s current 28 playgrounds. As part of this process, staff has also determined that there are a few subdivisions in Yorkville that do not have access to a playground without having to cross a busy street. One of those subdivisions is the Countryside subdivision. When looking into possible locations to install a playground in the Countryside subdivision, Yorkville Congregational Church contacted City staff with a potential opportunity to locate a public playground on a portion of their land. Over the last year, staff has met with Congregational Church officials to discuss possible parameters on a Countryside playground partnership. While the official draft agreement is attached, the partnership would consist of the following, general details: Congregational Church: 1) Would donate the designated Church land to the City for the purpose of the City to install a public playground and shelter. The location of proposed donated land for a public park site is attached. City: 1) Purchase and install a playground, shelter and sledding hill, plus enhance the park site for up to $130,000. 2) Maintain the playground, shelter, and park site. 3) Provide liability insurance for the park site, playground, and shelter. Memorandum To: Yorkville City Council From: Tim Evans, Director of Parks and Recreation & Scott Sleezer, Supt. of Parks CC: Bart Olson, City Administrator Date: July 17, 2023 Subject: Countryside Pavilion Park - Update 4) Name the Park site Countryside Pavilion Park. As part of this process, Church members and City staff spoke with residents whose properties back up to the proposed park site. The Church hosted informational sessions with their church members as well as Church members voted overwhelming, 73-11, in favor of moving forward with agreement. The name for the park site was recommended by the Church for the following reason: In addition to the playground, there will be a pavilion in the park for all Yorkville residents to enjoy. The name, Countryside Pavilion Park, will also remind the community of the long history in Kendall County that Yorkville Congregational Church (YCUCC) has with the Yorkville community. YCUCC is the oldest church in Kendall County because they have the legacy of 3 churches: 1834 Pavilion Baptist Church, 1834 Bristol Baptist, and 1836 First Congregational Church. In 1920 the three churches merged and Yorkville Federated Church began. In 1940, Pavilion Baptist was torn down and the lumber, including hand- hewn beams, which became part of a corn crib on the Doetschman Farm, Rt 71. Attached is the draft Memorandum of Understanding (MOU), play survey, legal description, playground and proposed park site. Currently the Church is reviewing the draft MOU and City staff is working on the title. Staff is anticipating bringing the final MOU to the City Council for approval at their August 8 meeting. Recommendation This is an informational item. YORKVILLE, CITY / Administration / MOU with YCUCC /550213 MEMORANDUM OF UNDERSTANDING BY AND BETWEEN THE UNITED CITY OF YORKVILLE AND THE YORKVILLE CONGREGATIONAL UNITED CHURCH OF CHRIST THIS MEMORANDUM OF UNDERSTANDING (“Agreement”) is entered into as of the date shown below by and between the Yorkville Congregational United Church of Christ, Kendall County, Illinois (“YCUCC”) and the United City of Yorkville (“City”). W I T N E S S/. E T H: WHEREAS, YCUCC is an Illinois religious corporation, formed and presently existing at 409 Center Parkway, Yorkville, Kendall County, Illinois; and WHEREAS, City is a duly organized and validly existing non-home rule municipal corporation established and operated pursuant to the Constitution of the State of Illinois of 1970 and the Illinois Municipal Code, 65 ILCS 5/1-1-1 et seq. (the “Municipal Code”); and WHEREAS, the City is authorized to enter into this Memorandum of Understanding pursuant to its authority to contract and hold real property under Section 2-2-12 of the Municipal Code (65 ILCS 5/2-2-12); and WHEREAS, YCUCC has agreed to donate certain property, as legally described and depicted on Exhibit A (the “Property”), to the City for use as a public park (the “Park”); and WHEREAS, the parties mutually desire to enter into this Agreement in order to define their respective rights, duties and responsibilities with respect to the Property. NOW, THEREFORE, in consideration of the terms and conditions contained in this Agreement, and other good and valuable consideration, the receipt of which is hereby acknowledged, City and YCUCC agree as follows: 1. INCORPORATION OF PREAMBLES: The preambles are hereby incorporated into and made a part of this Agreement. 2. THE PROPERTY: Legally described on Exhibit A attached hereto. 3. REVERTER: YCUCC and the City agree that the Property shall be conveyed to the City by Quit Claim Deed for the exclusive use as a Park to be named Countryside Pavilion Park, ,subject to a right of reverter to YCUCC in the event the use of the Property as a Park ceases for a period of two (2)years (provided that YCUCC, is in operation at its current location at 409 Center Parkway, Yorkville, Illinois), identified as parcel number 02-29-226-018 (“YCUCC Property”). It is understood and agreed that in the event YCUCC Property ceases to be used for YCUCC purposes, this right of reverter shall become void and the City shall own the Property without restriction. YORKVILLE, CITY / Administration / MOU with YCUCC /550213 4. CITY’S DUTIES: The City shall provide for the following items to be installed or constructed on the Property: a playground, a shelter, electrical outlets, trash cans, and dumpster pads, which pads may be on Property, all as depicted on Exhibit B. The City shall also pave and stripe the gravel parking lot to the south of YCUCC with asphalt. The City shall provide street parking spaces for use by visitors to the Property. The City shall be responsible for all upkeep, maintenance and repair of all City owned property. Should a group of 30 or more individuals request to rent the Park, the City shall notify YCUCC via telephone, email, or regular mail to the address listed under Section 8, Notice. 5. YCUCC’S DUTIES: YCUCC shall be responsible for maintenance, upkeep and repair of the parking lot located on the south border of YCUCC Property, including plowing the parking lot during winter weather conditions. YCUCC shall be responsible for all upkeep, maintenance and repair of all Church Property. 6. YCUCC USE OF THE PARK: YCUCC shall be entitled to exclusive use of the Park without paying any fees or assessments to the City for such use for 10 (ten) days every calendar year. 7. TERM: This Agreement shall commence upon its effective date and terminate in 25 years from the effective date with the exception of the right of reverter as provided in paragraph 3. 8. NOTICE: Notices under this agreement shall be provided as follows: To the City: The United City of Yorkville 651 Prairie Pointe Drive Yorkville, IL 60560 with copy to: Kathleen Field Orr 2024 Hickory Rd., Suite 205 Homewood, IL 60430 Yorkville Congregational United Church of Christ: 409 Center Parkway Yorkville, Illinois 60560 Attn: Church Administrator 9. SUCCESSORS AND ASSIGNS: This Agreement shall be binding upon, apply and inure to the benefit of YCUCC and City and their respective heirs, legal representatives, successors and assigns. YORKVILLE, CITY / Administration / MOU with YCUCC /550213 10. AMENDMENTS: No modifications or amendments or waiver of any provision hereto shall be valid and binding unless in writing and signed by both parties. 11. COMPLETE UNDERSTANDING: This Agreement sets forth all the terms and conditions, and agreements and understandings between YCUCC and City relative to the subject matter hereof, and there are not agreements or conditions, either oral or written, expressed or implied, between them other than as herein set forth. 12. GOVERNING LAW: This Agreement and the rights and responsibilities of the parties hereto shall be interpreted and enforced in accordance with the laws of the State of Illinois. 13. WAIVER: No waiver of any default of either party hereunder shall be implied from an omission of the parties to take any action on account of such default and no express waiver shall affect any default other than the default specified in that express waiver and then only for the time and to the extent therein stated. IN WITNESS WHEREOF, the parties have executed this Memorandum of Understanding by their authorized representatives as of the last date of signature shown below. CHURCH: CITY: YORKVILLE CONGREGATIONAL UNITED CITY OF YORKVILLE UNITED CHURCH OF CHRIST By:___________________________________ By:_________________________________ Its ______________________ Its ______________________ ATTEST: ATTEST: By:__________________________________ By:_________________________________ Its ______________________ Its ______________________ DATED:_____________________________ DATED:____________________________ YORKVILLE, CITY / Administration / MOU with YCUCC /550213 EXHIBIT A – INSERT DEPICTION/DESCRIPTION OF PROPERTY COUNTRYSIDE PARKWAYLOT 1LOT 2LOT 3LOT 4S U GAR GROVE, IL.MARK G SCHELLE R035-003581PROFESSIONALLANDSURVEYORSTATE OFILLINOISPLAT OF SURVEYPAGE 1 OF 1Engineering Enterprises, Inc.UNITED CITY OF YORKVILLE800 GAME FARM ROADYORKVILLE, IL 60560 LEGAL DESCRIPTION THAT PART OF BLOCK 4, IN COUNTRYSIDE CENTER UNIT 4 DESCRIBED AS FOLLOWS: BEGINNING AT THE EASTERLY MOST CORNER OF LOT 1 IN THE RESUBDIVISION OF PART OF BLOCK 4, COUNTRYSIDE CENTER UNIT 4; THENCE NORTH 47 DEGREES 56 MINUTES 11 SECONDS WEST, ALONG THE NORTHEASTERLY LINE OF SAID LOT 2, A DISTANCE OF 153.84 FEET TO THE NORTHERLY MOST CORNER OF SAID LOT 2; THENCE NORTH 33 DEGREES 11 MINUTES 25 SECONDS EAST, 81.00 FEET; THENCE SOUTH 89 DEGREES 59 MINUTES 24 SECONDS EAST, 127.00 FEET; THENCE SOUTH 24 DEGREES 47 MINUTES 51 SECONDS EAST, 94.00 FEET TO THE SOUTHEASTERLY LINE OF SAID BLOCK 4; THENCE 129.00 FEET SOUTHWESTERLY ALONG SAID SOUTHEASTERLY LINE, BEING A CURVE TO THE LEFT HAVING A RADIUS OF 1633.00 FEET, CHORD BEARING SOUTH 48 DEGREES 28 MINUTES 34 SECONDS WEST, AND CHORD LENGTH OF 128.97 FEET TO THE POINT OF BEGINNING. 1. Purcell Park (325 Fairhaven Dr)Attractions: Playground for 5-12 yearolds, Picnic Area 2. Fox Hill East Park(1474 Sycamore Rd)Attractions: Baseball Field, BasketballCourt, Playground for 5-12 year olds,Picnic Area 3. Fox Hill West Park (1711 John St)Attractions: Baseball Field, Disc Golf,Trails, Natural Areas, Open Space 4. Hiding Spot Park(307 Park & Freemont)Theme: MusicAttractions: Playground for 5-12 yearolds, Picnic Area, Sand, Shelter,Wheelchair Accessible 5. Emily Sleezer Park(837 Homestead Dr)Attractions: Basketball Court, Playgroundfor 5-12 year olds, Picnic Area, Trails 6. Town Square Park(301 N. Bridge St)Attractions: Picnic Area, PortableRestrooms, Gazebo 7. Beecher Park (901 Game Farm Rd)Attractions: Baseball Fields, Concessions,Football Field, Playground for 5-12 yearolds, Picnic Area, Portable Restrooms,Sand, Soccer Field, Open Space 8. Van Emmon Park(374 E. Van Emmon St)Attractions: Baseball Field, Open Space 9. Price Park (525 Burning Bush Dr)Attractions: Basketball Court, Fishing,Playground for 5-12 year olds, PicnicArea 10. Riverfront Park(301 E. Hydraulic Ave)Attractions: Playground for 5-12 yearolds, ADA Canoe Access, Fishing Pier,Picnic Area, Restrooms, Shelter, Trail 11. Kiwanis Park(1809 Country Hills Dr)Theme: FortAttractions: Basketball Court, Playgroundfor 5-12 year olds, Picnic Area, Sand,Shelter, Trail, Wheelchair Accessible,Open Space 12. Rice Park (545 Poplar Dr)Theme: TransportationAttractions: Funnelball, Playground for 5-12 year olds, Picnic Area, Sand, Shelter,Trail, Working Traffic Lights 13. West Hydraulic Park(West Hydraulic Ave)Attractions: Natural Areas, Picnic Area 14. Rivers Edge Park(974 Stony Creek Ln)Attractions: Benches, Open Space 15. Crawford Park (201 Windham Cir)Attractions: Natural Area, Walking TrailAdjacent to Fox River 16. Sunflower Park (1765 Walsh Dr)Theme: FarmAttractions: Basketball Court, Playgroundfor 5-12 year olds, Picnic Area, Sand,Shelter, Open Space 17. Cannonball Ridge Park(2087 Northland Ln)Theme: Civil WarAttractions: Basketball Court, Playgroundfor 2-5 and 5-12 year olds, Picnic Area,Shelter, Skateboard Elements 18. Gilbert Park (703 Adrian St)Theme: Tree HouseAttractions: Playground for 5-12 year olds 19. Rotary Park (2775 Grande Trl)Theme: High AdventureAttractions: Baseball Field, Playground for2-5 and 5-12 year olds, Picnic Area,Shelter, Skateboard Elements, Zipline,Trails 20. Bristol Station Park(2753 Alan Dale Ln)Theme: TrainAttractions: Baseball Field, BMX Track,Playground for 2-5 and 5-12 year olds,Picnic Area, Shelter, Trails, Open Space,Wheelchair Accessible 21. Jr. Women’s Club Park(1267 Taus Cir)Theme: SpaceAttractions: Basketball Court, Playgroundfor 5-12 year olds, Picnic Area, Sand,Shelter, Skateboard Elements, Trails,Open Space 22. Jaycee Pond (410 W. Center St)Attractions: Fishing, Natural AreasAdjacent to Blackberry Creek, Picnic Areas 23. Cobb Park (109 Colonial Pkwy)Theme: American GladiatorAttractions: Playground for 2-5 and 5-12year olds, Picnic Area 24. Raintree Village Park A(524 Parkside Ln)Theme: DinosaurAttractions: Playground for 2-5 year olds,Picnic Area, Sand, Trails 25. Steven G. Bridge Park(1865 Kennedy Rd)Theme: BaseballAttractions: Baseball Fields, Concessions,Playground for 5-12 year olds, PicnicArea, Restrooms, Shelter 26. Stepping Stones Park(3152 Grande Trl)Theme: SchoolAttractions: Playground for 5-12 yearolds, Picnic Area, Shelter, Soccer Field,Wheelchair Accessible 27. Wheaton Woods(205 Wheaton Ave)Attractions: Natural Trail, Picnic Area,Shelter 28. Green’s Filling Station Park(2736 Autumn Creek Blvd)Theme: TransportationAttractions: Playground for 5-12 yearolds, Picnic Area, Shelter, SkateboardElements, Sled Hill, Trails, Open Space 29. Riemenschneider Park(600 Hayden Dr)Theme: FirefighterAttractions: Baseball Fields, Playgroundfor 2-5 and 5-12 year olds, Picnic Area,Shelter,Trail, Spray Park, Open Space 30. Bristol Bay Park A(4552 Rosenwinkel St)Theme: CircusAttractions: Playground for 5-12 yearolds, Shelter 31. Bristol Bay Regional Park(9257 Galena Rd)Attractions: Baseball Field, Soccer Fields,Skate Park, Walking Trails, Lighted SandVolleyball, Bocce Courts, Cornholeboards, Sled Hill, Open Space 32. Raintree Village Park B(872 Prairie Crossing Dr)Theme: CastleAttractions: Playground for 5-12 yearolds, Picnic Area, Shelter, Sled Hill, LightedTennis Courts, Trail, WheelchairAccessible, Baseball Field, Work outstations 33. Clark Park (106 E. Main St)Attractions: Fishing, Nature Trail, Shelter,Picnic Table 34. Grande Reserve Park A(3972 Tuscany Trl)Attractions: Basketball, Trail 35. Grande Reserve Park B(2272 Beresford Dr)Theme: CastleAttractions: Playground for 5-12 yearolds, Picnic Area, Shelter, Trail 36. Windett Ridge (2500 Fairfax Way)Theme: PirateAttractions: Playground for 5-12 yearolds, Picnic Area, Wheelchair Accessible,Open Space 37. Autumn Creek North Playground(1397 Slate Dr)Theme: NatureAttractions: Playground for 5-12 yearolds, Inclusive Swing, Trailhead 38. Caledonia Park(354 Shadow Wood Dr)Theme: ExplorerAttractions: Playground for 5-12 yearolds, Inclusive Swing UNITED CITY OF YORKVILLE PARKS AND RECREATION DEPARTMENT PARK INFORMATION 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 Public Works Committee #1 Tracking Number PW 2023-59 BrightFarms – Proposed Well Modification City Council – July 25, 2023 PW – 7/18/23 Moved forward to City Council agenda. PW 2023-59 Majority Approval Review of Findings Brad Sanderson Engineering Name Department Overview BrightFarms received approval from the City Council on April 26, 2022 to construct a well to serve its development. EEI had reviewed materials provided by BrightFarms and concluded that it would not have any significant affect on any City Wells [attachment 1]. BrightFarms also satisfied our requests to investigate the possible well interference with local adjacent private wells [attachment 2]. Recently, BrightFarms has requested to modify its proposal [attachment 3]. The new request consists of relocating the proposed well to a location closer to the current building footprint. The old well will be capped in accordance with health department requirements. The new well is proposed to have the same specifications (640 feet deep; 200 GPM) as the originally well. Analysis BrightFarms commissioned Resource Consulting, Inc. to update its survey of local wells and the results confirmed no additional impact to private wells [attachment 3]. EEI has concluded that the proposed relocation will not change our findings. Recommendations We recommend that the proposed relocation be approved by the City. If you have any questions or require additional information, please let us know. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Jori Behland, City Clerk Krysti Barksdale Noble, Community Development Director Date: June 22, 2023 Subject: BrightFarms – Proposed Well Modification Overview We have reviewed the information provided by BrightFarms and Resource Consulting, Inc. concerning the potential impact of a new groundwater well (see attached well cross section and construction details) located on the BrightFarms site near the northeast corner of Eldamain Road and Corneils Road. This information was provided in a series of emails between March 22nd and April 6th. Based on the information provided and detailed analysis conducted by EEI staff, we have concluded the following: x We do not believe that the City’s wells will be adversely affected by the proposed well. Only one City well (#4) is open to this formation and there is sufficient distance between them as to not have interference. x We are concerned that this well will have adverse effects on neighboring individual wells within the Ancell formation, potentially within a mile of the proposed well. Our concerns are further detailed below. x We have reviewed the long-term sustainability of the well against the study conducted by the Illinois State Water Survey in 2013.Based on our analysis of the study, we have concluded that the proposed well will not have a significant impact on the sustainability of the Ancell sandstone aquifer (see attached EEI Memo). Analysis EEI used the raw data provided by the consultant to complete our own independent analysis. The water level data collected from the pumping test of the BrightFarms well can be used to estimate transmissivity of the water bearing formations using an empirical method documented by Driscoll (1986). The 24-hour pumping test conducted by BrightFarms resulted in 151 feet of drawdown at the pumping rate of 200 gallons per minute. Thus, the specific capacity (pumping rate divided by drawdown) of the well is 1.32 gallon per minute (gpm) / foot of drawdown. The method developed by Driscoll estimates transmissivity by multiplying the specific capacity in gpm / foot by 2000. Applying this method results in an estimate of transmissivity of 2,640 gallons per day / foot, which converts to 353 feet 2/day. Given that the sandstone in the BrightFarms well was encountered between 518 and 640 feet bgs, the aquifer thickness is taken as 122 feet. Dividing transmissivity by aquifer thickness yields hydraulic conductivity of 2.9 feet / day. This value for hydraulic conductivity is consistent with published studies for the region (Roadcap, 2013). A storativity value of 0.0001 is assumed based on specific storage values presented in Meyer, 2009. The estimated hydraulic parameters described above were used to estimate the drawdown created by the BrightFarms well. The estimates are based on continuous pumping of the well at 200 gallons per minute Memorandum To:Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Jori Behland, City Clerk Krysti Barksdale Noble, Community Development Director Date: April 21, 2022 Subject: Bright Farms –Review of Impact of Proposed Well $WWDFKPHQW using the solution developed by Theis (1935). The table below summarizes the results of the analysis, showing the drawdown (in feet) as a function of time (days of continuous pumping) and distance from the well (feet). Distance from Pumping Well (feet) 5,000 10,000 15,000 Days of Continuous Pumping 30 19 10 4 365 40 31 22 1,825 (5 yrs.) 55 43 36 3,650 (10 yrs.) 60 49 42 Based on the analysis presented above, it is reasonable to expect that the BrightFarms well will create 40 to 60 feet of additional drawdown in farm wells located within 15,000 feet of the BrightFarms well over the long-term. The additional drawdown may not affect the operation of individual wells around the BrightFarms well, depending on the pump setting of the well in question. However, if an individual well is operated in a manner that currently lowers the water level in the well to less than 40 feet above the pump intake, the BrightFarms well may impact the operation of the well. In that case, the pump in the affected individual well may need to be lowered for the well to be operated as it was prior to the pumping of the BrightFarms well. Recommendations It is our recommendation that BrightFarms conduct a detailed survey of the pump setting and operational characteristics of the individual wells within a mile of the proposed well. We would also recommend that the pumps be lowered in any wells that are operating with less than 40 feet of water above the pump. Based on our review of public records, there potentials are three to four individual wells within the suggested area. The cost to lower these wells is not expected to be exorbitant. References Driscoll, F.G., 1986. Groundwater and Wells (2nd ed.), Johnson Filtration Systems, Inc., St. Paul, Minnesota, 1089p. Roadcap, G. C., Meyer, S., Kelly, W. R., Wehrmann, H. A., & Lin, Y-F. (2013). Groundwater Studies for Water Supply Planning in Kendall County, IL. (ISWS Contract Report 2013-05; No. CR-2013-05). Meyer, Scott & Roadcap, George & Lin, Yu-Feng & Walker, Douglas. (2009). Kane County Water Resources Investigations: Simulation of Groundwater Flow in Kane County and Northeastern Illinois. Theis, C.V., 1935. The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using groundwater storage, Am. Geophys. Union Trans., vol. 16, pp. 519-524. If you have any questions or require additional information, please let us know.  F igur e6.Det a il from cross section C-C'(Figur e5)showing aquifer s inKendall Count y confining unit confining unit BF well typical shallow well typical Yorkville well WELL CONSTRUCTION Subject Property Northeast Corner of Corneils Road & Eldamain Road Yorkville, Illinois 21-1032 01 01 Ground surface 3/30/22 DjH Sand & gravel Clay Limestone, dolomite with shale Borehole diameter = 8 inches Borehole diameter = 6 inches Sandstone Casing Borehole diameter = 12 inches Borehole diameter = 8 inches Static water level = 239 ft bgs Pumping water level = 392 ft bgs Clay 640 ft 25 ft bgs 99 ft bgs 143 ft bgs 151 ft bgs 518 ft bgs 483 ft bgs To: Brad Sanderson, Chief Operating Officer / President From: Tim Holdeman, Sr. Project Manager Date: April 21, 2022 Re: Sustainability and the BrightFarms Proposed Water Supply Well EEI Job #: YO2116-DR Questions have been raised regarding the impact of the BrightFarms proposed water supply well on the sustainability of the Ancell Sandstone Aquifer. The following analysis is offered to address these questions. The primary conclusion of the analysis is that the water supply well proposed by Bright Farms will not have a significant impact on the sustainability of the Ancell Sandstone Aquifer. The Illinois State Water Survey (ISWS) addresses the sustainability of the deep sandstone aquifers in Kendall County in Roadcap, 2013. The study uses a calibrated groundwater flow model to simulate groundwater conditions under various future groundwater pumping conditions to “gain insights on the hydraulic behavi or of the aquifer system and the sustainability of increasing groundwater demands”. A key criterion for evaluating sustainability of the deep sandstone aquifers in Kendall County is the head in the Ancell sandstone. Specifically, sustainability is exceeded where groundwater withdrawals cause the head in the Ancell sandstone to drop below the top of the aquifer. This criterion is used to evaluate the impact of the BrightFarms well on sustainability of the aquifers. The figure to the right is Figure 75 from Roadcap, 2013. The location of the BrightFarms well has been added to the figure. It shows the estimated available head (in feet) above the top of the Ancell Sandstone in 2005 based on the groundwater flow model. At the BrightFarms Well, the estimated available head above the top of the Ancell Sandstone is approximately 180 feet. Results of drilling the BrightFarms Well indicate a static head of 239 feet below ground surface (bgs). The top of the Ancell sandstone is 518 feet bgs in the well. Thus, the available head above the top of the Ancell Sandstone prior to pumping is 279 feet (518 minus 239). This is nearly 100 feet greater than predicted by the groundwater model. The discrepancy between the predicted and actual available head above the top of the Ancell Sandstone suggests that the groundwater flow model results are conservative (i.e. predicts less available head above the top of the Ancell Sandstone) at the location of the BrightFarms Well. The figures below are Figures 92-95 from Roadcap,2013. They show the available head above the top of the Ancell Sandstone in 2050 as predicted using the calibrated groundwater flow model under four different groundwater withdrawal scenarios. The estimated available head above the top of the Ancell Sandstone at the BrightFarms Well (without the well pumping) in 2050 under each scenario is shown in the table below. In addition, the table shows the difference in available head (in feet) above the top of the Ancell Sandstone at the BrightFarms Well (without the well pumping) from 2005 (180 feet) to 2050. Scenario Figure Estimated available head (in feet) above the top of the Ancell Sandstone at the BrightFarms Well (without the well pumping) in 2050 Difference in available head (in feet) above the top of the Ancell Sandstone at the BrightFarms Well (without the well pumping) from 2005 to 2050 Baseline 92 100 -80 Least Resource Intense 93 120 -60 Most Resource Intense 94 90 -90 Modified Baseline 95 110 -70 Several communities in Kendall County will be ceasing their use of the deep aquifer as the primary source of their water supply. Thus, it is reasonable to assume the Least Resource Intense scenario for predicting future head, which is a drop of 60 feet at the Bright Farms Well. The pumping level in the BrightFarms Well after 24 hours of pumping at 200 gallons per minute was 392 feet bgs. This leaves 126 feet of available hear above the Ancell Sandstone (518 minus 392). If the head drops by 60 feet as predicted in the Least Resource Intense scenario, that still leaves 66 feet of head above the top of the Ancell Sandstone. It is recognized that long-term pumping at the BrightFarms Well will likely reduce the head below 392 feet. However, it is not likely to be greater than 66 feet using the solution developed by Theis (1935). Thus, the BrightFarms Well under expected future conditions will not likely create the unsustainable condition of reducing the available head to below the top of the Ancell Sandstone. Reference Roadcap, G. C., Meyer, S., Kelly, W. R., Wehrmann, H. A., & Lin, Y-F. (2013). Groundwater Studies for Water Supply Planning in Kendall County, IL. (ISWS Contract Report 2013-05; No. CR-2013-05). Theis, C.V., 1935. The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using groundwater storage, Am. Geophys. 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This information was provided in a series of emails between March 22nd and April 6th. Based on the information provided and detailed analysis conducted by EEI staff, we have concluded the following: x We do not believe that the City’s wells will be adversely affected by the proposed well. Only one City well (#4) is open to this formation and there is sufficient distance between them. x We are concerned that this well will have adverse effects on neighboring individual wells, potentially within a mile of the proposed well. Our concerns are further detailed below. Analysis EEI used the raw data provided by the consultant to complete our own independent analysis. The water level data collected from the pumping test of the BrightFarms well can be used to estimate transmissivity of the water bearing formations using an empirical method documented by Driscoll (1986). The 24-hour pumping test conducted by BrightFarms resulted in 151 feet of drawdown at the pumping rate of 200 gallons per minute. Thus, the specific capacity (pumping rate divided by drawdown) of the well is 1.32 gallon per minute (gpm) / foot of drawdown. The method developed by Driscoll estimates transmissivity by multiplying the specific capacity in gpm / foot by 2000. Applying this method results in an estimate of transmissivity of 2,640 gallons per day / foot, which converts to 353 feet2/day. Given that the sandstone in the BrightFarms well was encountered between 518 and 640 feet bgs, the aquifer thickness is taken as 122 feet. Dividing transmissivity by aquifer thickness yields hydraulic conductivity of 2.9 feet / day. This value for hydraulic conductivity is consistent with published studies for the region (Roadcap, 2013). A storativity value of 0.0001 is assumed based on specific storage values presented in Meyer, 2009. The estimated hydraulic parameters described above were used to estimate the drawdown created by the BrightFarms well. The estimates are based on continuous pumping of the well at 200 gallons per minute using the solution developed by Theis (1935). The table below summarizes the results of the analysis, showing the drawdown (in feet) as a function of time (days of continuous pumping) and distance from the well (feet). Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Jori Behland, City Clerk Krysti Barksdale Noble, Community Development Director Date: April 7, 2022 Subject: Bright Farms – Review of Impact of Proposed Well Distance from Pumping Well (feet) 5,000 10,000 15,000 Days of Continuous Pumping 30 19 10 4 365 40 31 22 1,825 (5 yrs.) 55 43 36 3,650 (10 yrs.) 60 49 42 Based on the analysis presented above, it is reasonable to expect that the BrightFarms well will create 40 to 60 feet of additional drawdown in farm wells located within 15,000 feet of the BrightFarms well over the long-term. The additional drawdown may not affect the operation of individual wells around the BrightFarms well, depending on the pump setting of the well in question. However, if an individual well is operated in a manner that currently lowers the water level in the well to less than 40 feet above the pump intake, the BrightFarms well may impact the operation of the well. In that case, the pump in the affected individual well may need to be lowered for the well to be operated as it was prior to the pumping of the BrightFarms well. Recommendations It is our recommendation that BrightFarms conduct a detailed survey of the pump setting and operational characteristics of the individual wells within a mile of the proposed well. We would also recommend that the pumps be lowered in any wells that are operating with less than 40 feet of water above the pump. Based on our review of public records, there potentials are three to four individual wells within the suggested area. The cost to lower these wells is not expected to be exorbitant. References Driscoll, F.G., 1986. Groundwater and Wells (2nd ed.), Johnson Filtration Systems, Inc., St. Paul, Minnesota, 1089p. Roadcap, G. C., Meyer, S., Kelly, W. R., Wehrmann, H. A., & Lin, Y-F. (2013). Groundwater Studies for Water Supply Planning in Kendall County, IL. (ISWS Contract Report 2013-05; No. CR-2013-05). Meyer, Scott & Roadcap, George & Lin, Yu-Feng & Walker, Douglas. (2009). Kane County Water Resources Investigations: Simulation of Groundwater Flow in Kane County and Northeastern Illinois. Theis, C.V., 1935. The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using groundwater storage, Am. Geophys. Union Trans., vol. 16, pp. 519-524. If you have any questions or require additional information, please let us know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endall 13 - 37N - 6E FARM October 23, 2017DATE DRILLED Bottom Knierim, Ken/K & K Well Drlg.COMPANY ILLINOIS STATE GEOLOGICAL SURVEY Top Menards, Inc. 1 651GLELEVATION LOCATION Page COUNTY NO. NO. 25609 October 6, 2017 093-124Permit Date: Total Depth Casing: 700 10" A53 BLACK STEEL from -5' to 115' 6" A53 BLACK STEEL from -1' to 506' Grout: BENTONITE from 0 to 115. Grout: CLASS A NEAT CEMENT from 0 to 506. Water from sandstone at 506' to 700'. Static level 175' below casing top which is 2' above GL Pumping level 280' when pumping at 65 gpm for 2 hours Permanent pump installed at 399' on October 30, 2017, with a capacity of 65 gpm 2611 Eldamain Rd. Plano, IL Location source: Global Positioning System verified Permit #: Address of well: clay sand & gravel clay hard gray shale w/ streaks of gray lime brown limestone (Galena) sandstone (St. Pete) 0 20 60 105 150 490 20 60 105 150 490 700 LATITUDE LONGITUDE -88.50005541.666816 120932560900API Water Well for Commercial Operation NW NW SE Driller's Estimated Well Yield 150+ gpmRemarks: 5101 Menard Dr. Eau Claire, WIOwner Address: COUNTY Kendall 13 - 37N - 6E FARM June 28, 1996DATE DRILLED Bottom Sharpe, Franklin N.COMPANY ILLINOIS STATE GEOLOGICAL SURVEY Top K-Five Construction 1 0ELEVATION LOCATION Page COUNTY NO. NO. 23166 June 19, 1996Permit Date: Total Depth Casing: 520 8" PVC SDH 40 #200 from -2' to 153' Grout: BENTONITE from 0 to 153. Size hole below casing: 7.75" Water from limestone at 153' to 520'. Static level 112' below casing top which is 2' above GL Pumping level 140' when pumping at 150 gpm for 4 hours Permanent pump installed at 168' on July 12, 1996, with a capacity of 150 gpm Eldamain Rd. Location source: Location from permit Permit #: Address of well: clay sand gravel sand limestone 0 15 80 120 150 15 80 120 150 520 LATITUDE LONGITUDE -88.49466941.679896 120932316600API Non Potable Water Well SE NW SE concrete batch plantRemarks: 13769 Main Street Lemont, ILOwner Address: COUNTY Kendall 7 - 37N - 7E FARM October 1, 1974DATE DRILLED Bottom Neeley, Harry C.COMPANY ILLINOIS STATE GEOLOGICAL SURVEY Top Krewde Wic Ern 1 590GLELEVATION LOCATION 2 Page COUNTY NO. NO. 21229 Permit Date: Total Depth 518 Driller's Log filed Water Well Permit #: LATITUDE LONGITUDE -88.46910641.691537 120932122900API SE SE SE COUNTY Kendall 18 - 37N - 7E FARM June 15, 1988DATE DRILLED Bottom Knierim, PhilCOMPANY ILLINOIS STATE GEOLOGICAL SURVEY Top Whitehurst, Walter 1 0ELEVATION LOCATION Page COUNTY NO. NO. 22312 June 16, 1988 002784Permit Date: Total Depth Casing: 540 5" STEEL from 0' to 42' Grout: CUTTINGS from 0 to 0. Size hole below casing: 5" Water from sandstone at 150' to 540'. Static level 150' below casing top which is 1' above GL Pumping level 441' when pumping at 0 gpm for 0 hours Permanent pump installed at 441' Lot: #4 Subdivision: PritchertsAdd'l loc. info: Location source: Location from permit Permit #: top soil sand gravel shale rock sandstone 0 2 15 150 496 2 15 150 496 540 LATITUDE LONGITUDE -88.47688141.682209 120932231200API Private Water Well NW NW SE owner to take sampleRemarks: 5117 R.R.#34 P.O. Box #524 Oswego, ILOwner Address: BBrad Sanderson COO and President Engineering Enterprises, Inc 52 Wheeler Rd. Sugar Grove, IL 60554 June 13, 2023 To Brad Sanderson, Due to changes in project scope and cost, BrightFarms has determined that the location of the temporary well drilled in early 2022 is inadequate for our new construction. BrightFarms is proposing to cap the existing well and drill a new well closer to our current building footprint. By capping the existing well, BrightFarms intends not to utilize it in any capacity until future project phases are progressed. If BrightFarms deems it necessary to use this well, notice will be given to the City of Yorkville to begin a similar review process as previously established. Currently we do not anticipate needing this well until Phase 4 of construction. The new proposed well will be approximately 1,500 ft to the south and east of the existing well. The new well will follow the same city guidelines and requirements as previously determined. It will be drilled down to approximately 640 ft below grade surface into the sandstone formation. As a first step in this process, BrightFarms initiated Resource Consulting, Inc. to revise the well survey originally provided in January 2023. A survey of any new wells within the shifted 1-mile radius influence zone specified by the City of Yorkville was completed. No additional wells were found to be impacted. The June 2023 revised report is attached to this memo. For next steps, BrightFarms anticipates attending the next applicable city council meeting to review the proposed well relocation and answer any questions. Sincerely, Ryan Leimbach Project Manager BrightFarms, Inc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BUCKHOUT ST.SUITE 202IRVINGTON, NY 10533 13263) 786))87)0-27+63:) 4% 4,32) [[[PMZMGGMZMPGSQ%00'328)2873*8,-740%2%6)46346-)8%6=%2(7,%00 238 &) 6)463(9')( 36 98-0->)( *36 %2=496437) ;-8,398 46-36 ;6-88)2 %98,36->%8-32*631 0-:-' '-:-0 00' 320= %4463:)( 7)%0)( 40%277,%00 &) -140)1)28)( *36 '327869'8-32 496437)7k  0-:-' '-:-0 00'79-8) &988)6*-)0(63%(79-8)(3;2)67+63:)-04,32)  78361;%8)6()7-+2&='(& 200  '327869'8-32(6%;-2+74)2(-2+'-8=%4463:%0 '64 200  '327869'8-32(6%;-2+74)2(-2+'-8=%4463:%0 '64 200  '327869'8-32(6%;-2+74)2(-2+'-8=%4463:%0 '64 200  '327869'8-32(6%;-2+74)2(-2+'-8=%4463:%0 '64 200  *8,36->328%07'%0)-2',!*))8'4,%7-2+40%298-0-8=238)*364%:)1)28-2*361%8-327))7,))87''N238)6)*)6)2')40%27,))87'*367%2-8%6=7);)60%8)6%0463*-0)%2(-2:)68)0):%8-327238)8,)1%<-19174%'-2+&)8;))27%2-8%6=7);)61%2,30)7-7*396,92(6)(  *))8%'')7763%(%'')7763%(Test well will be capped and sealed, willnot be used. Well contractor will pullappropriate permits with Kendall Countyand provide affidavit as required.120'-0"Well location isbeing moved +/-1800' to thesouth eastAt County required separation of +/- 75' from the northwest corner of the Headhouse Building:- (1) new well will be drilled 640' in depth with the previously approved 200 GPM max pump. Depth & GPMof well match previously approved wellNote - we are not requesting to use any additional water, just requesting to move the well closer to thebuilding to minimize required infrastructure. 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 Public Works Committee #2 Tracking Number PW 2023-63 2023 Water Main Improvements – Contract A City Council – July 25, 2023 PW – 7/18/23 Moved forward to City Council agenda. PW 2023-63 Majority Approval Consideration of Change Order No. 1 Brad Sanderson Engineering Name Department The purpose of this memo is to present Change Order No. 1 for the above referenced project. A Change Order, as defined by in the General Conditions of the Contract Documents, is a written order to the Contractor authorizing an addition, deletion or revision in the work within the general scope of the Contract Documents, or authorizing an adjustment in the Contract Price or Contract Time. Background: The United City of Yorkville and Performance Construction & Engineering, LLC. entered into an agreement for a contract value of $1,799,287.00 for the above referenced project. Questions Presented: Should the City approve Change Order No. 1 which would increase the contract value by $27,906.00? Discussion: The change order would increase the contract value to $1,827,193.00. During water main installation, two previously unknown 2” diameter galvanized steel water services were discovered that provide domestic water service to the Hillside Rehab & Care Center. These pipes were found to be in severely deteriorated condition. Within days of their discovery, the water services broke and needed repair four times. It was determined that due to the extremely poor condition of the pipe material, the risk of future breaks and potential water quality issues was very high. The services required to be drilled through the building foundation and connected inside by Hillside’s contracted plumber. The services were temporarily connected to the existing main. The services will be transferred to the new main when it becomes operational. We are recommending approval of the change order. Action Required: Consideration of approval of Change Order No. 1. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Erin Willrett, Assistant City Administrator Rob Fredrickson, Finance Director Jori Behland, City Clerk Date: July 11, 2023 Subject: 2023 Water Main Improvements – Contract A L:\Agendas - Packets\Packets\2023 Packets\Public Works\07-18-23\2023 Water Main Contract A - Change Order 1\3. Change Order 1 - Hillside Water Services.doc CHANGE ORDER Order No. 1 Date: July 25, 2023 Agreement Date: March 28, 2023 NAME OF PROJECT: 2023 Water Main Improvements – Contract A OWNER: United City of Yorkville CONTRACTOR: Performance Construction & Engineering, LLC The following changes are hereby made to the CONTRACT DOCUMENTS: 1) Addition of 2” Water Service, Complete 2 Each @ $13,953/Each $27,906.00 Change of CONTRACT PRICE: Original CONTRACT PRICE: $ 1,799,287.00 Current CONTRACT PRICE adjusted by previous CHANGE ORDER(S) $ 1,799,287.00 The CONTRACT PRICE due to this CHANGE ORDER will be (increased)(decreased) by: $ _ 27,906.00 The new CONTRACT PRICE including this CHANGE ORDER will be $ 1,827,193.00 Justification: 1) During water main installation, two previously unknown 2” diameter galvanized steel water services were discovered that provide domestic water service to the Hillside Rehab & Care Center. These pipes were found to be in severely deteriorated condition. Within days of their discovery, the water services broke and needed repair four times. It was determined that due to the extremely poor condition of the pipe material, the risk of future breaks and potential water quality issues was very high. The services required to be drilled through the building foundation and connected inside by Hillside’s contracted plumber. The services were temporarily connected to the existing main. The services will be transferred to the new main when it becomes operational. Change to CONTRACT TIME: The contract time is increased/decreased by 0 days. Requested by: ___Performance Construction & Engineering, LLC_ Recommended by: Engineering Enterprises, Inc. Accepted by: United City of Yorkville_                          &9<+979:    ,  ## "&$%   09.%##'$  979:%# !# '%$1 %#%  %*  #'   +  #%#"&$% %%*+(#$&%%%  (#&%!#$% &#$ $%%  (,  9. %##'+   9358:+>;:/  ?59=+>7<  $!#&$% $%% #% *#% %$% %&#$  %! ##* %%$#'% %)$%(%#- %($ $%+ (%#$#%$#'$ '#% %(-$!# $ %&* #$% #%  #%#-%$$$&% $%$(! #%% %#%&% !#$-  $% (* &'*"&$% $ #*%  #% -   #*+ Lonnie Avery '#*+ --+ #$% # # $%#&% 2#+  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 Public Works Committee #3 Tracking Number PW 2023-65 Beaver Street Pump Station Improvements – Change Order No. 1 City Council – July 25, 2023 PW – 7/18/23 Moved forward to City Council agenda. PW 2023-65 Majority Approval Consideration of Change Order No. 1 - Balancing Brad Sanderson Engineering Name Department The purpose of this memo is to present Change Order No. 1 - Balancing for the above-referenced project. A Change Order, as defined by in the General Conditions of the Contract Documents, is a written order to the Contractor authorizing an addition, deletion, or revision in the work within the general scope of the Contract Documents, or authorizing an adjustment in the Contract Price or Contract Time. Background: The United City of Yorkville and Frank Marshall Electric entered into an agreement for a contract value of $272,244.00 for the above-referenced project; with 180 consecutive calendar days to complete the project. Questions Presented: Should the City approve Change Order No. 1 – Balancing, which would increase the contract value by $8,358.00 and increase the contract time by 420 consecutive calendar days? Discussion: PVC Coated Chain Linked Fence At the City’s request, the Contractor erected a new chain-link fence around the pump station site to protect the new generator and aboveground electrical enclosure from intruders. The chain-linked fence will provide sufficient site security for the pump station; the City decided to eliminate the door contacts from the project. Time Extension: A shortage of materials delayed the delivery of the VFDs, and the Contractor required additional time to construct the chain link fence. The change order would increase the contract value to $280,602.00 and the contract time to 600 calendar days. The works is 100% complete on the project. We are recommending approval of the change order. Action Required: Consideration of approval of Change Order No. 1 - Balancing. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Erin Willrett, Assistant City Administrator Rob Fredrickson, Finance Director Jori Behland, City Clerk Date: July 12, 2023 Subject: Beaver Street Pump Station Improvements %DODQFLQJ Change Order Request #1 Frank Marshall Electric Electrical Contractors 1043 Oliver Avenue Aurora, Illinois 60506 Phone: (630) 892-2942 Submitted to: Job Name and Location: Engineering Enterprises Pump Station Improvements 52 Wheeler Road Beaver Street Pump Station Sugar Grove, IL 60554 103 1/2 Beaver Street Attn: Mr. Keith Powell Yorkville, IL 60560 Architect(s): Date Of Change Plans Engineering Enterprises 52 Wheeler Road 06/14/21 Verbal Sugar Grove, IL 60554 Keith Powell This change order request is to provide a new chain link fence around the site. This fence will have a 16' wide gate on the west end. Also included is the deduction of the door contacts. The new fence will be black vinyl coated per the owners request. Labor Material Subcontractor Layout & Coordination $135.00 $0.00 $0.00 Kendall County Fence + 5%$0.00 $0.00 $18,060.00 Deduction of Door Contacts $0.00 $0.00 $0.00 9 - Door Contacts -$306.00 -$76.00 $0.00 200' - #14 XHHW -$135.00 -$36.00 $0.00 4 - Terminations @ SCADA -$34.00 $0.00 $0.00 Surveying Cost (NO MARK UP)$0.00 $0.00 $750.00 -$10,000.00 Total cost of change order…...................................................... $8,358.00 Sincerely, Signature__________________________ Adam Marshall Date: 07/19/22 Title: Project Manager Allowance CHANGEORDERNO.1BEAVERSTREETPUMPSTATIONIMPROVEMENTSUNITEDCITYOFYORKVILLE11 ELIMINATEDDOORSCONTACTSFROMGENERATORANDELECTRICALENCLOSURELS 1 587.00$(587.00)$21 ENGINEERINGALLOWANCELS 1 10,000.00$(10,000.00)$CO FURNISHANDINSTALLPVCͲCOATEDCHAINLINKEDFENCELS 1 18,945.00$18,945.00$ Ͳ$18,945.00$(10,587.00)$ORIGINALCONTRACTPRICE: 272,244.00$CURRENTCONTRACTPRICEADJUSTEDBYPREVIOUSCHANGEORDER(S): 272,244.00$AMOUNTOFCURRENTCHANGEORDER: 8,358.00$NEWCONTRACTPRICE: 280,602.00$ADDITIONCOST DEDUCTIONCOSTTOTALADDITIONS=TOTALDEDUCTIONS=ITEMNO. ITEMS UNIT QUANTITY UNITPRICE 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: See attached memorandum. Reviewed By: Legal Finance Engineer City Administrator Purchasing Manager Community Development Police Public Works Parks and Recreation Agenda Item Number Planning and Zoning Commission #1 Tracking Number PZC 2023-02 & EDC 2023-22 and PZC 2023-03 & EDC 2023-23 Bristol Ridge Solar Farm 105 & 106 – Annexation Amendment City Council – July 25, 2023 Majority Vote Proposed Bristol Ridge PUD Annexation Agreement Amendment for a proposed solar farm use. Krysti J. Barksdale-Noble, AICP Community Development Name Department SUMMARY: The request is for an amendment to an existing annexation agreement for the Bristol Ridge Subdivision approved in 2006 (Ord. 2006-126). The development covered approximately 135-acre northern property and approximately 55-acre southern property of land under contract by the former developer, Bristol Ridge, LLC, for a proposed residential subdivision (refer to plat of zoning plan below). While the City annexed the parcels (Ord. 2006-127) and rezoned the properties R-2 One Family Residence District and R-3 General Residence District (Ord. 2006-128), a final plat was never recorded and the development never commenced. This left the properties in the Bristol Ridge Subdivision saddled with entitlements that limited their ability to redevelop, expand or rezone without City Council action. The petitioner, Turning Point Energy on behalf of the owner Daniel B. Light, and with the permission from all property owners within the development, is intending to utilize the southern 54-acre property and 42 acres of the northern parcel for two solar farms. The properties are currently being used for agricultural purposes. Therefore, the amendment seeks to remove the subject property from the previously approved annexation agreement. Since the annexation agreement is not set to expire until 2026, the property owner must seek City Council approval to remove themselves from the agreement’s provisions by amendment. Once removed, the property will only retain its zoning, which permits both R-2 and R-3 Zoning District. The petitioner is seeking to rezone the properties to the A-1 Agricultural District where the solar farm land use is considered a special use. Both a rezone and special use requests have been submitted by the petitioner and are currently being considered by the Planning and Zoning Commission. Memorandum To: City Council From: Jason Engberg, Senior Planner CC: Bart Olson, City Administrator Krysti J. Barksdale-Noble, Community Development Director Kathleen Field-Orr, City Attorney Date: May 24, 2023 Subject: Bristol Ridge Solar Farm 105 & 106 –Amendment to Annexation Agreement DEVELOPMENT BACKGROUND: In 2006, Bristol Ridge was annexed into Yorkville and the property was zoned for R-2 and R-3 Zoning District land uses via Ordinances 2006-127 and 2006-128. The developer at that time, Bristol Ridge, LLC, annexed two (2) parcels totaling roughly 190-acres and as part of the annexation agreement, designated parcels for R-2 One Family Residence District and R-3 General Residence District according to a plat of zoning attached to the annexation agreement. While these zoning districts were approved, the plan also permitted duplex units in the southern parcel. The property has remained vacant and undeveloped since the original approvals in 2006. PROPOSED SOLAR FARM: The petitioner, Turning Point Energy, LLC, is seeking to construct a solar farm on the southern 54-acre parcel generally located east of Cannonball Trail and south of Galena Road and another solar farm on a 42- acre parcel north of the first parcel. To construct these facilities, the petitioner is requesting to rezone the parcel from the R-2 Single-Family and R-3 General Residence to the A-1 Agricultural District, special use permit approval for a solar farm land uses, 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. The petitioner is seeking these requests separately from the annexation agreement amendment and will be conditional upon the amendment’s approval. The layout of the solar farm and the complete application are attached to this memorandum for informational purposes. The City Council public hearing is only for the request to remove these parcels (PIN 02-15-126-004 and 02-10-300-017) from the Bristol Ridge Development. PROPOSED AMENDMENT: The proposed amendment to Ordinance 2006-126 deletes Paragraph 3: Zoning and Other Applicable Ordinances of the original annexation agreement and replaces it with the following: 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 parcels 02-15-126-004 and 02-10-300- 017, which may be further changed without amendment of this Agreement pursuant to the procedures of the Zoning Code. The attached agreement is a draft in nature and will need to be signed by the other property owner, Daniel Kramer, within the Bristol Ridge Subdivision and will be a member party to the agreement. STAFF COMMENTS: Staff is highly supportive of the proposed annexation agreement amendment based upon legal counsel recommendation and in consideration of the length of time the area has remained undeveloped under the current concept plan and zoning. Staff and the petitioner will be available at Tuesday night’s meeting to answer any questions. ATTACHMENTS: 1. Draft Annexation Agreement 2. Draft Annexation Agreement Ordinance 3. Bristol Ridge Solar Farm Application 105 4. Bristol Ridge Solar Farm Application 106 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 and an approximate 42-acre property of the Bristol Ridge Subdivision that is legally described on Exhibit A attached hereto and made a part hereof (the “Subject Properties”) with PIN Numbers: 02-15-126-004 and 02-10-300-017; 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, Ordinance No. 2023-____ Page 2 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 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 July, 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 and an approximate 42 acre property of the Bristol Ridge Subdivision that is legally described on Exhibit A attached hereto and made a part hereof (the “Subject Properties”) with PIN Numbers: 02-15-126-004 and 02-10-300-017; 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 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 parcels 02-15-126-004 and 02-10-300-017, 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 Barringotn, 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 EXHIBITAtoApplicationForms ParcelLegalDescription–TPEILKE105,LLC(02Ͳ15Ͳ126Ͳ004) Note:ThislegaldescriptionisfromtheTrustee’sDeeddatedAugust8,2017betweenFirstMidwest BankandDanielB.Light;RecordedKendallCounty,IL8/31/2017#201700013916  LegalDescription: ThatpartofthefollowingdescribedparcellyingeasterlyofthecenterlineofCannonballTrail: ApartoftheNorthHalfofSection15,Township37North,Range7,EastoftheThirdPrincipalMeridian, Describedasfollows:CommencingatapointontheEastlineofthePublicHighwayleadingNorthfrom Huntsville,insaiddirectionatapointwheretheeasterlylineofsaidhighwayintersectsthesoutherly lineofElizabethRider’sLand;thenceeasterly,alongthesoutherlylineofsaidElizabethRider’sLand315 feet,tothesoutheastcornerthereof,thencenorthatrightangleswithsaidfirstlinealongtheeastline ofsaidRiderLand,tothecenterofsaidBristolRoad;thencenortheasterly,alongthecenterofsaid highway,tothesoutherlylineoflandbelongingtoHarryC.Eccles;thencesoutheasterlyalongthe southerlylineofsaidEcclesland,toapointinsaidsoutherlyline60chainsfromtheeastlineofsaid Section;thenceEast,alongthesaidsoutherlylineofsaidHarryC.EcclesLandtothe8thSectionline,and beingthewestlineofN.C.Rider’sland;thencesouth,onsaid8thSectionlineandRider’swestlinetothe RightofWayofC.B.andQ.RRCO.;thencesouthwesterly,alongtheNortherlylineofsaidRightofWay ofsaidRailroadCo.towherethesameisintersectedbythenortherlylineofJamesKennedy’sland; thencewesterlyalongthenorthlineofsaidKennedy’sland,tothenorthwestcornerofsaidJames Kennedy’sland;thencenortherlyalongthehighwaytotheplaceofbeginning,includingtheeasthalf mileofhighwaywesterlyandborderingsaidpremises;exceptingfromtheabovepremisestwolots4by 8rodseachinthesouthwestcorneroftheabovedescribedpremises,heretoforedeededtoJoseph KennedyandJamesKennedy,situatedinthetownofBristol,KendallCounty,Illinois. ExceptingtherefromthefollowingdescribedrealestateheretoforeconveyedtoCommonwealthEdison Companybedeedrecordedasdocumentno.73Ͳ1974,tothatpartofthenorthhalfofSection15, Township37North,Range7,EastoftheThirdPrincipalMeridian,describedasfollows:Beginningatthe intersectionoftheeastlineofthewesthalfofthenortheastquarterofsaidSection15andthe NorthwesterlyRightofWaylineoftheBurlingtonNorthern(FormerlyChicago,BurlingtonandQuincy) Railroad;thencesouth74degrees19minutes17secondswestalongthenortherlyRightofWaylineof saidRailroad,adistanceof2910.45feettothesoutheastcornerof“Reeves”landdescribedindeed recordedMarch13,1952,asdocument#101936;thencenorth3degrees10minutes43secondswest alongtheeasterlylineofsaid“Reeves”landadistanceof12.80feettothenortheastcornerthereof; thencenorth81degrees50minutes18secondswestalongthenortherlyline“Reeves”land,adistance 340.18feettotheintersectionofsaidlinewithalinedrawn150feetnorthwesterlyof,measuredat rightanglesto,andparallelwiththenortherlytightofwayofsaidrailroad;thencenorth74degrees19 minutes17secondseastalongsaidparallellineadistanceof331.83feet;thencenorth15degrees40 minutes43secondswest,perpendiculartothelastdescribedline,adistanceof40feet;thencenorth74 degrees19minutes17secondseastalongalineofsaidrailroad,adistanceof2941.14feettotheeast lineofsaidwesthalfofthenortheastquarter;thencesouth0degrees13minutes40secondswest alongtheeastlineofsaidwesthalfofthenortheastquarter,adistanceof197.57feettothepointof beginning;allinKendallCounty,Illinois, AlsoExceptingtherefromthatpartofthenorthwest¼ofSection15,Township37North,Range7,East oftheThirdPrincipalMeridianasdescribedasfollows:Beginningattheintersectionofthecenterlineof CannonballTrail(BeingthecenterlineofStateRouts10,Section19Ͳ15D)andalinedrawnparallelwith and80.0feet,normallydistant,southerlyof“ElizabethRider’sLand”,thenceeasterlyalongsaidparallel line239.10feet;thencesoutherlyatrightanglestothelastdescribedcourse,354.96feettothenorth lineofatractoflandconveyedtoJamesKennedybyWarrantyDeedrecordedonApril21,1982,inBook 48ofDeeds,page480;Thencewesterlyalongsaidnorthline,106.70feettotheeastline,asoccupied andmonumented,oflandsconveyedtoGeorgeMewhirterbyaWarrantyDeedrecordedMay1,1899, inBook55ofDeeds,Page25;thencenortherlyatrightanglestothelastdescribedcourse,beingalong saideastlineandsaideastlineextended132.0feet;thencewesterlyatrightanglestothelastdescribed course,190.33feettosaidcenterline;thencenortheasterlyalongsaidcenterline,tothepointof beginning,inBristolTownship,KendallCounty,Illinois. ExhibitAtoApplicationForms LegalDescription–TPEILKE106,LLC(02Ͳ10Ͳ300Ͳ017) Note:ThislegaldescriptionisfromtheTrustee’sDeeddatedAugust8,2017betweenFirstMidwest BankandDanielB.Light;RecordedKendallCounty,IL8/31/2017#201700013916  LegalDescription: ThatpartofthefollowingdescribedparcelslyingeasterlyofthecenterlineofCannonballTrail: TheSouth½oftheSouthwest¼ofSection10,Township37North,Range7EastoftheThirdPrincipal Meridian;alsotheSouth½oftheSoutheast¼ofSection10,Township37North,Range7Eastofthe ThirdPrincipalMeridianlyingWesterlyoftheWestlineoflandsconveyedbeNelsonC.RidertoJerryW. RiderbyWarrantyDeedDatedOctober15,1911andRecordedinBook66asPage255andDepictedin PlatBook1atPage62;allinKendallCounty,Illinois.  Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/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: See attached memorandum. Additional packet materials can be found at: https://www.yorkville.il.us/ArchiveCenter/ViewFile/Item/5231 Reviewed By: Legal Finance Engineer City Administrator Purchasing Manager Community Development Police Public Works Parks and Recreation Agenda Item Number Planning and Zoning Commission #2 Tracking Number PZC 2023-02 & EDC 2023-22 Bristol Ridge Solar Farm 105 – Rezone, Variance and Special Use City Council – July 25, 2023 Majority Vote Proposed Bristol Ridge Solar Farm on southern property for rezone, special use, and variance requests. 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 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 (3%/year):$359,468 25-YR Total:$688,116 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. 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 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 will be heard at a separate public hearing in front of the Yorkville City Council and the rezoning will be contingent on the approval of that amendment. At the May 10th Planning and Zoning Committee meeting’s public hearing for this agenda item several members of the PZC commissioners and the public expressed concerns related to this proposal, specifically regarding current site drainage, future stormwater runoff, glare from the proposed panels, erosion control, proposed planting mix under the solar panels, and decommissioning plan cost estimates. The applicant has revised their plans and related documents to address these concerns in an effort to receive a favorable recommendation for rezoning, special use and variance approval. REVISED PLANS/DOCUMENTS: From the discussion at the May 10th meeting, the following direction was provided to the applicant for additional information: Site Plan Memorandum To: Planning and Zoning Commission From: Krysti Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Brad Sanderson, EEI, City Engineer Date: July 5, 2023 Subject: PZC 2023-02 Bristol Ridge Solar Farm 105 (Rezone, Special Use, Variance) An updated Site Plan for the southern field was requested to depict the final solar field layout. Wetland and Drain Tile issues also needed to be completely resolved or understood and wetland review by Kimley Horn conducted in May 2023. As illustrated above, the updated site plan depicts a reconfigured array of the solar panels. The new increased setback is approximately 837 feet away from the Cannonball Trail frontage, as opposed to the previous ~573 feet of the original plan and is now partially situated over a portion of the low-quality wetland located in the southwest corner of the site and completely over the low- quality wetland in the center of the site. The wetland report prepared by Kimley Horn states the wetlands on the property are not anticipated to be regulated by the United States Army Corps of Engineers (USACE) and will have no negative impact on the wetlands, on construction, or future maintenance efforts. Additionally, the plan shows a modified driveway access points on Cannonball Trail from the initial plan based upon a review from Kendall County Highway Director, Fran Klaas, who recommended placing the driveway equidistant from the existing driveways to the north and south. The proposed site access is via a new 20-ft. wide gravel driveway proposed off Cannonball Trail. The path provides access to the equipment, however, no formal parking stalls are provided, as no buildings, employees are planned on the site except for the occasional mowing or maintenance visits, about 3-4 times per year. Gravel roads are not permitted for vehicle travel or parking; however, staff recommends the driveway to have the top 4” CA-6 compacted and the next 8” CA-1 compacted with a compacted subgrade. Staff feels this is sufficient based upon the limited amount of vehicular traffic and restricted access to the site but will defer to Kendall County’s DOT permit requirements for connection to Cannonball Trail. Stormwater Pollution Prevention Plan (SWPP) The Planning and Zoning Commission also requested to review the Preliminary Stormwater Pollution Prevention Plan (SWPP) to ensure the concerns expressed by surrounding property owners at the public hearing would be adequately addressed. The applicant’s plan, prepared and certified by Kimley Horn dated June 6, 2023, provides general site information about details related to the proposed soil disturbing activities during site preparation; construction sequencing and best management practice activities during the installation of the solar panels; soil stabilization (temporary and permanent seeding) and erosion and sediment control (silt fencing/filter sock/erosion control blanket) to prevent soil from leaving the site; and waste disposal. The City Engineer has reviewed the applicants Preliminary Stormwater Pollution Prevention Plan (SWPP) and had no comments related to the plan, per their letter dated July 5, 2023. Topsoil/Native Plantings The applicant has provided a letter stating that Illinois’s regulations require solar projects to enter into an Agricultural Impact Mitigation Agreement (AIMA) with the Illinois Department of Agriculture. As part of the agreement the applicant must agree that any excavation be performed in a manner to preserve the topsoil and best efforts will be made to store the topsoil near the excavation site so that it will not become intermixed with subsoil materials. The applicant has stated they intend to use helical anchors that will be driven into the ground, similar to screw and pilings will not be excavated. No soils will be hauled off site and any excavated topsoil will be spread around the extraction point. Additionally, the plan proposal prepared by the applicant’s civil engineer states the vegetative groundcover will use over thirty (30) species, both grasses and forbs, native to Illinois. These include, among others, Little Bluestem (Schizachyrium scoparium), Side Oats Grama (Bouteloua curtipendula) and Prairie Dropseed (Sporobolus heterolepis). Glare The applicant has submitted an updated Solar Glare and Glint Analysis report, prepared by Kimley Horn (but not stamped), which concludes that there was no potential for glare identified throughout the entire project area after mitigating using panel specifications. Additionally, it is recommended that the panels be installed using the same specifications in the report, which includes a single-axis rotation, backtracking, 180 degrees tracking orientation, 5-degree panel tilt overnight, and smooth glass with anti- reflective coating. This is recommended to minimize the likelihood of future glare issues. Decommission An updated stamped licensed engineer’s decommissioning plan with revised cost estimates has been provided by the applicant. To ensure compliance, the petitioner has provided a decommission plan and construction estimate of $328,648 for the removal of the solar farm and restoration and reseeding of the property. This estimate is derived from the RS Means Heavy Construction data 2023 and RSMeans City Cost Index (CCI) for Joliet. With the inclusion of a proposed 1.5% yearly inflation rate over 25 years ($148,202), the total estimate amount is $476,850. Staff recommends an inflation rate of 3% over 25 years ($296,404) for a total decommission estimate of $625,025. A security guarantee of 120% of the petitioner’s estimate for a total of $750,030.00, will be required in a form acceptable to the City Engineer as a condition of the special use approval. In addition to the security guarantee, staff also recommends a blanket easement over the property to allow the City or its contractor to enter and remove the abandoned system in compliance with the City Code, as a condition of the special use approval. Landscape Plan The petitioner is working with the City’s landscaping consultant on finalizing the landscaping plans to ensure it meets the City’s standards. A final landscape plan which is approved by the City Engineer and landscaping consultant will be required as a condition of the special use approval. Additionally, during the May 2, 2023 Economic Development Committee meeting, it was recommended by the committee that a 2-year maintenance period for the establishment of the ground cover which will be conducted by the City Engineer should be required as a condition of special use approval. Therefore, staff is adding this as a condition to the special use approval upon the committee’s recommendation. ENGINEERING COMMENTS: Comments prepared by Engineering Enterprises Inc. (EEI) dated March 13, 2023 and July 5, 2023 were provided to the petitioner. The work items listed in both of the review letters will need to be addressed and will become conditions for special use approval. SPECIAL USE STANDARDS: Section 10-4-9F of the City’s Zoning Ordinance establishes standards for special use requests. No special use shall be recommended by the Planning and Zoning Commission unless said commission shall find that: 1. The establishment, maintenance or operation of the special use will not be unreasonably detrimental to or endanger the public health, safety, morals, comfort or general welfare. 2. The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminish and impair property values within the neighborhood in which it is to be located. 3. The establishment of the special use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. 4. Adequate utilities, access roads, drainage or other necessary facilities have been or are being provided. 5. Adequate measures have been or will be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets. 6. The proposed special use is not contrary to the objectives of the official comprehensive plan of the City as amended. Additionally, Section 10-19-4C of the City’s Zoning Ordinance establishes standards for special use requests regarding alternative energy systems. No special use shall be recommended by the Planning and Zoning Commission unless said commission shall find that: 1. The city council shall determine that the application has met all of the general requirements of this chapter. 2. The proposed energy system shall further the intent of this chapter and provide renewable energy to the property on which it is proposed. 3. The proposed alternative energy system is located in such a manner as to minimize intrusions on adjacent residential uses through siting on the lot, selection of appropriate equipment, and other applicable means. 4. The establishment for the proposed alternative energy system will not prevent the normal and orderly use, development, or improvement of the adjacent property for uses permitted in the district. The applicant has provided written responses to these special use standards as part of their application and those responses were included into the public record during the public hearing at the May 10, 2023 Planning and Zoning Commission meeting. REZONING STANDARDS: Section 10-4-10-B of the City’s Zoning Ordinance establishes criteria for findings of fact related to rezoning (map amendment) requests. When the purpose and affect is to change the zoning of a property and amend the City’s Zoning Map, the Planning and Zoning Commission shall consider each of the following facts before rendering a decision on the request: 1. The existing uses and zoning of nearby property. 2. The extent to which the property values are diminished by the particular zoning restrictions. 3. The extent to which the destruction of the property values of plaintiff promotes the health, safety, morals or general welfare of the public. 4. The relative gain to the public as compared to the hardship imposed upon the individual property owner. 5. The suitability of the subject property for the zoned purpose. 6. The length of time the property has been vacant as zoned considered in the context of land development in the area in the vicinity of the subject property. 7. The community need for the proposed use. 8. The care to which the community has undertaken to plan its land use development. The applicant has provided written responses to the rezoning standards as part of their application and those responses were included into the public record during the public hearing at the May 10, 2023 Planning and Zoning Commission meeting. VARAITION STANDARDS: Section 10-4-7 identifies six (6) standards that need to be met when approving a zoning variation. The petitioner has provided their responses to these standards within their attached application: a. Because of the particular physical surroundings, shape or topographical conditions of the specific property involved, a particular hardship to the owner would result, as distinguished from a mere inconvenience, if the strict letter of the regulations were carried out. b. The conditions upon which the petition for a variation is based are unique to the property for which the variation is sought and are not applicable, generally, to other property within the same zoning classification. c. The alleged difficulty or hardship is caused by this title and has not been created by any person presently having an interest in the property. d. The granting of the variation will not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property is located. e. The proposed variation will not impair an adequate supply of light and air to adjacent property, or substantially increase the congestion in the public streets, or increase the danger to the public safety, or substantially diminish or impair property values within the neighborhood. f. The proposed variation is consistent with the official comprehensive plan and other development standards and policies of the City. The applicant has provided written responses to the standards for variation as part of their application and those responses were included into the public record during the public hearing at the May 10, 2023 Planning and Zoning Commission meeting. STAFF COMMENTS & RECOMMENDATIONS: Staff is generally supportive of the rezoning, special use request, and variance requests. Should the City Council vote to approve this request, staff recommends the following conditions to the special use: 1. The maximum height of the solar panels for this land use will be fifteen (15) feet. 2. The installation of an eight (8) foot tall chain link fence with opaque slats surrounding the entire solar farm is required. 3. A final landscape plan shall be submitted as part of the final engineering submittal and be approved by the City Engineer and landscaping consultant. 4. A 2-year maintenance period for the establishment of the ground cover which will be inspected by the City Engineer is required. 5. A Knox box with keys provided to the City’s building department and Bristol Kendall Fire District (BKFD). 6. A revised decommission estimate using an inflation rate of 3% over 25 years ($296,404) for a total of $625,025. 7. 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. 8. 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. 9. 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. 10. Adherence to all comments prepared by EEI, city engineering consultant, in letters dated March 13, 2023 and July 5, 2023. PROPOSED MOTIONS: 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… {insert any additional conditions of the Planning and Zoning Commission}… 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, subject to {insert any additional conditions of the Planning and Zoning Commission}… 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, subject to {insert any additional conditions of the Planning and Zoning Commission}… ATTACHMENTS: 1) UPDATED Zoning Site Plan - Alt. 1, dated June 21, 2023, as prepared by Kimley Horn & Associates, Inc. 2) UPDATED Decommissioning Plan, as prepared by Turning Point Energy, LLC 3) UPDATED Wetland Delineation, dated June 2023, as prepared by Kimley Horn & Associates, Inc. 4) UPDATED Solar Glare and Glint Analysis, dated June 2023, as prepared by Kimley Horn & Associates, Inc. 5) NEW Stormwater Pollution Prevention Plan (SWPPP), dated June 6, 2023, prepared by Kimley Horn & Associates, Inc. 6) NEW Bristol Ridge Solar Topsoil Letter, dated June 21, 2023, prepared by Turning Point Energy, LLC. 7) NEW Bristol Ridge Solar – Native Seed Mix Letter, dated June 23, 2023, prepared by Turning Point Energy, LLC. 8) NEW EEI, Inc., Review Comments dated July 5, 2023. 9) PZC Packet Materials from the May 10, 2023 Planning and Zoning Commission meeting. 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 will be heard at a separate public hearing in front of the Yorkville City Council and the rezoning will be contingent on the approval of that amendment. LOCATION & BACKGROUND: The 54-acre property is located in the northeastern part of Yorkville just north of unincorporated Bristol along Cannonball Trail. The property is the southern portion of the existing Bristol Ridge Development which was established in 2006 for residential detached and attached housing units. The current land use of the property is agricultural farmland. ZONING: Memorandum To: Planning and Zoning Commission From: Jason Engberg, Senior Planner CC: Bart Olson, City Administrator Krysti Barksdale-Noble, Community Development Director Date: May 2, 2023 Subject: PZC 2023-02 Bristol Ridge Solar Farm 105 (Rezone, Special Use, Variance) The subject property is currently zoned for R-2 Single-Family dwellings and R-2 Duplex dwellings as part of a Planned Unit Development per Ordinance 2006-126. The petitioner is seeking to rezone the property to the A-1 Agricultural District. The following are the current immediate surrounding zoning and land uses: Zoning Land Use North A-1 Agricultural District (Kendall County) A-1 Agricultural District SU (Kendall County) R-2 Single-Family (Bristol Ridge PUD) Farmland Residence/Landscaper Farmland South A-1 Agricultural District (Kendall County) M-1 Limited Manufacturing District (Kendall County) A-1 Agricultural District PUD (Kendall County) Com Ed Property Assorted Industrial Buildings Blackberry Oaks Golf Couse East A-1 Agricultural District (Kendall County) Farmland West B-3 Highway Business District (Kendall County) R-3 One Family Residential District (Kendall County) Commercial Businesses Detached Dwelling Units The proposed use is defined in the Yorkville Zoning Ordinance as a Solar Farm which is a special use within the A-1 Agricultural District. This requires the use to abide by the A-1 Agricultural District regulations as well as the Alternative Energy System regulations in the City’s Zoning Ordinance. ALTERNATIVE ENERGY SYSTEMS REGULATIONS: Section 10-19: Alternative Energy Systems establishes regulations for this type of use and the proposed solar farm will be required to meet the setback standards for the A-1 Agricultural District as well as the provisions under the Freestanding Solar Energy Systems regulations. Setbacks Table 10.07.01 of Chapter 7 in the City’s Zoning Ordinance provides dimensions and bulk regulations for the A-1 Agricultural District. Section 10-19-7-C of the Zoning Ordinance states that freestanding solar energy systems shall not be located within the required front yard or corner side yard. Additionally, Section 10-19-7-B of the Zoning Ordinance states that all parts of any freestanding solar energy system shall be set back 8 feet from interior side and rear property lines. The following table illustrates the minimum required yard setbacks for solar systems based upon the A-1 Agricultural District regulations and the Freestanding Solar Energy System requirements and the proposed setbacks per the submitted site plan (attached): Minimum Requirement Proposed Setback Front 100 feet 624 feet Side (North) 8 feet 28 feet Side (South) 8 feet 28 feet Rear None 41 feet The location of the solar panels meets the front and rear yard setbacks for the A-1 District and the location of the solar panels meets the required setbacks in the side yards per the Freestanding Solar Energy System requirements. Height The petitioner has submitted a narrative stating that the height of the entire panel on the stand will not exceed fifteen (15) feet in height. Section 10-19-7-F states the maximum height will be stipulated as a special use condition. Staff is not opposed to this overall height as the location of the panels and their distance from all existing land uses should not cause a nuisance to any neighboring property. The viewsheds provided by the petitioner illustrate this point. The maximum height of fifteen (15) feet will be set as a condition of the special use approval as stated in the zoning ordinance. Clearance Section 10-19-7-D states the minimum clearance between the lowest point of the system and the surface on which the system is mounted is ten feet (10'). The petitioner is requesting a variance to this regulation to reduce the clearance to two (2) feet. The petitioner has provided the reasoning behind this request as the maintenance on the panels at the 10-foot height would be cumbersome, the visibility of the panels would increase as they would be significantly taller, and the wind loads generated at a greater height could damage the cells. Staff supports the variance request as the regulation has been an issue with previous requests for ground mounted solar panels and is not an industry standard. This regulation is being removed in the Unified Development Ordinance which is currently being drafted by the City. Fencing The petitioner is proposing to construct an eight (8) foot “agricultural style” fence around the entire solar field which will be accessible through gates with Knox Boxes for emergency access. Section 10-7-2 does not state any regulations regarding fencing within the A-1 Agricultural District. Therefore, the proposed fencing does meet the minimum requirements. While it meets the standards of the A-1 District, staff is recommending that the petitioner provide an eight (8) foot chain link fence with opaque slats as opposed to the agricultural fence. This will provide more security for the solar farm and the slats will provide better screening to all surrounding land uses. Therefore, the installation of an eight (8) foot tall chain link fence with opaque slats surrounding the entire solar farm will be set as a condition of the special use approval. Glare Section 10-19-7-E states solar panels shall be placed such that concentrated solar radiation or glare shall not be directed onto nearby properties or roadways. The petitioner has submitted a glare study and analysis which concludes that there was no potential for glint or glare identified by the analysis. Additionally, the panels will be buffered by landscaping in areas that could be seen by adjacent property owners or roadways. The petitioner has also provided a viewshed from angles around the solar farm which illustrate how far away the panels will be from the public right-of-way. Signage Section 19-4-F states that “No commercial signage or attention getting device is permitted on any alternative energy system. One (1) sign shall be permitted to indicate the emergency contact information of the property owner or operator. Said sign shall not exceed two (2) square feet in size.” The submitted narrative states a warning sign shall be provided at the facility entrance and along the perimeter fence including the facilities 911 address and a 24-hour emergency contact number. The petitioner is aware of the size requirement and will comply with the regulation. Utility Service Provider Section 10-19-4-G states that evidence that the electric utility service provider that serves the proposed site has been notified of the owner’s intent to install an interconnected customer owned electricity generator. ComEd has been notified of this project and an interconnection plan has been submitted to them and has been provided by the petitioner. Decommission Section 10-19-9-A-3 states prior to permit issuance, the owner shall sign an acknowledgement that said owner will be responsible for any and all enforcement costs and remediation costs resulting from any violations of that chapter. The costs include, but are not limited to, removal of system, property restoration upon removal of the system, city legal expenses and hearing costs associated with violations of that chapter. Additionally, Section 10-19-4-E states all alternative energy systems inactive or inoperable for a period of 12 continuous months shall be deemed abandoned and the owner is required to repair or remove the system from the property at the owner’s expense within 90 days of notice from the City. To ensure compliance, the petitioner has provided a decommission plan and construction estimate of $271,804.22 in total for the removal of the solar farm and restoration and reseeding of the property. This estimate is derived from the RS Means Heavy Site estimating manual using 2022 dollars. Staff recommends a security guarantee of 120% of the petitioner’s estimate for a total of $326,165.06 with an inflation rate of 3% in a form acceptable to the City Engineer as a condition of the special use approval. In addition to the security guarantee, staff also recommends a blanket easement over the property to allow the City or its contractor to enter and remove the abandoned system in compliance with the City Code, as a condition of the special use approval. Landscape Plan The petitioner has taken into account the potential impacts the development may have on neighboring properties. Therefore, the petitioner has identified areas that face or are adjacent to the commercial and residential uses, to the west and northwest respectively, and they are providing a vegetative buffer and enhance vegetative buffer to help alleviate any negative visual impacts. The vegetative buffer along the western edge and sections of the northern boundary of the parcel are providing eight (8) evergreen trees/shrubs and seven (7) large deciduous shrubs every one-hundred (100) linear feet. The enhanced vegetative buffer is directly adjacent to the residential land us e to the north and is providing ten (10) evergreen trees/shrubs, six (6) large deciduous shrubs, and three (3) ornamental trees every one-hundred (100) linear feet. The petitioner is working with the City’s landscaping consultant on finalizing the landscaping plans to ensure it meets the City’s standards. A final landscape plan which is approved by the City Engineer and landscaping consultant will be required as a condition of the special use approval. Additionally, during the May 2, 2023 Economic Development Committee meeting, it was recommended by the committee that a 2-year maintenance period for the establishment of the ground cover which will be conducted by the City Engineer should be required as a condition of special use approval. Therefore, staff is adding this as a condition to the special use approval upon the committee’s recommendation. ENGINEERING COMMENTS: Comments prepared by Engineering Enterprises Inc. (EEI) dated March 13, 2023 were provided to the petitioner. The petitioner’s project engineer, Kimley-Horn provided a response to these comments on March 21, 2023. The work items listed in the review letter will need to be addressed and will become conditions for special use approval. COMPREHENSIVE PLAN: The subject property’s future land use is classified as “Estate Conservation/Residential” which is intended to provide flexibility for residential design in areas of Yorkville that can accommodate low-density detached single-family housing but also include sensitive environmental and scenic features that should be retained and enhanced. The most typical form of development within this land use will be detached single family homes on large lots. In 2016 this future land use designation was also use as a “holding” designation for future development. The 10-year horizon of the plan saw these areas outside of the core not developing within that timeframe. Any development in these areas should be reviewed on a case-by-case basis since it was not anticipated to develop within the plan’s lifespan. The utilization of this property for a solar farm is a suitable land use at this time. The current annexation amendment for a residential neighborhood will expire in 2026 and the lack of development and utilities in this area means it is unlikely to be developed into a more intense use. Additionally, the solar farm is temporary in nature as it currently is being proposed for a 20-year lease. SPECIAL USE STANDARDS: Section 10-4-9F of the City’s Zoning Ordinance establishes standards for special use requests. No special use shall be recommended by the Planning and Zoning Commission unless said commission shall find that: 1. The establishment, maintenance or operation of the special use will not be unreasonably detrimental to or endanger the public health, safety, morals, comfort or general welfare. 2. The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminish and impair property values within the neighborhood in which it is to be located. 3. The establishment of the special use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. 4. Adequate utilities, access roads, drainage or other necessary facilities have been or are being provided. 5. Adequate measures have been or will be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets. 6. The proposed special use is not contrary to the objectives of the official comprehensive plan of the City as amended. Additionally, Section 10-19-4C of the City’s Zoning Ordinance establishes standards for special use requests regarding alternative energy systems. No special use shall be recommended by the Planning and Zoning Commission unless said commission shall find that: 1. The city council shall determine that the application has met all of the general requirements of this chapter. 2. The proposed energy system shall further the intent of this chapter and provide renewable energy to the property on which it is proposed. 3. The proposed alternative energy system is located in such a manner as to minimize int rusions on adjacent residential uses through siting on the lot, selection of appropriate equipment, and other applicable means. 4. The establishment for the proposed alternative energy system will not prevent the normal and orderly use, development, or improvement of the adjacent property for uses permitted in the district. The applicant has provided written responses to these special use standards as part of their application and requests inclusion of those responses into the public record during the public hearing at the Planning and Zoning Commission meeting. REZONING STANDARDS: Section 10-4-10-B of the City’s Zoning Ordinance establishes criteria for findings of fact related to rezoning (map amendment) requests. When the purpose and affect is to change the zoning of a property and amend the City’s Zoning Map, the Planning and Zoning Commission shall consider each of the following facts before rendering a decision on the request: 1. The existing uses and zoning of nearby property. 2. The extent to which the property values are diminished by the particular zoning restrictions. 3. The extent to which the destruction of the property values of plaintiff promotes the health, safety, morals or general welfare of the public. 4. The relative gain to the public as compared to the hardship imposed upon the individual property owner. 5. The suitability of the subject property for the zoned purpose. 6. The length of time the property has been vacant as zoned considered in the context of land development in the area in the vicinity of the subject property. 7. The community need for the proposed use. 8. The care to which the community has undertaken to plan its land use development. The petitioner has provided written responses to these findings as part of their application and requests inclusion of those responses into the public record at the Planning and Zoning Commission meeting. VARAITION STANDARDS: Section 10-4-7 identifies six (6) standards that need to be met when approving a zoning variation. The petitioner has provided their responses to these standards within their attached application: a. Because of the particular physical surroundings, shape or topographical conditions of the specific property involved, a particular hardship to the owner would result, as distinguished from a mere inconvenience, if the strict letter of the regulations were carried out. b. The conditions upon which the petition for a variation is based are unique to the property for which the variation is sought and are not applicable, generally, to other property within the same zoning classification. c. The alleged difficulty or hardship is caused by this title and has not been created by any person presently having an interest in the property. d. The granting of the variation will not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property is located. e. The proposed variation will not impair an adequate supply of light and air to adjacent property, or substantially increase the congestion in the public streets, or increase the danger to the public safety, or substantially diminish or impair property values within the neighborhood. f. The proposed variation is consistent with the official comprehensive plan and other development standards and policies of the City. The petitioner has provided written responses to these variance standards as part of their application and requests inclusion of those responses into the public record during the public hearing at the Planning and Zoning Commission meeting. STAFF COMMENTS & RECOMMENDATIONS: Staff is generally supportive of the rezoning, special use request, and variance requests. Should the City Council vote to approve this request, staff recommends the following conditions to the special use: 1. The maximum height of the solar panels for this land use will be fifteen (15) feet. 2. The installation of an eight (8) foot tall chain link fence with opaque slats surrounding the entire solar farm is required. 3. A final landscape plan shall be submitted as part of the final engineering submittal and be approved by the City Engineer and landscaping consultant. 4. A 2-year maintenance period for the establishment of the ground cover which will be inspected by the City Engineer is required. 5. A Knox box with keys provided to the City’s building department and Bristol Kendall Fire District (BKFD). 6. A security guarantee in the amount of $326,165.06 with a 3% annual inflation rate and in a form acceptable to the City Engineer. 7. 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. 8. Adherence to all comments prepared by EEI, city engineering consultant, in a letter dated March 13, 2023. PROPOSED MOTIONS: 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 May 2, 2023 and further subject to… {insert any additional conditions of the Planning and Zoning Commission}… 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, subject to {insert any additional conditions of the Planning and Zoning Commission}… 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, subject to {insert any additional conditions of the Planning and Zoning Commission}… ATTACHMENTS: 1) Project Narrative, as prepared by Turning Point Energy, LLC 2) Zoning Site Plan, as prepared by Kimley Horn & Associates, Inc. 3) Development Applications 4) Decommissioning Plan, as prepared by Turning Point Energy, LLC 5) Wetland Delineation, as prepared by Kimley Horn & Associates, Inc. 6) Environmental Constraints Memorandum, as prepared by Kimley Horn & Associates, Inc. 7) Title Insurance, as prepared by Borrego Solar Systems, Inc. 8) Decommissioning Estimate, as prepared by Turning Point Energy 9) Illinois Department of Natural Resources EcoCAT Termination Report, as prepared by IDNR 10) Illinois Historic Preservation Agency Report, as prepared by Kimley Horn & Associates, Inc. 11) NRI Application & Report, as prepared by Kendall County Soil & Water Conservation District 12) Manufacturer’s Specifications 13) Operations and Maintenance Plan, as prepared by Turning Point Energy, LLC 14) Transportation and Access Plan, as prepared by Kimley Horn & Associates, LLC 15) Interconnection Agreement 16) Glare Study and FAA Notice Criteria Filing, as prepared by Turning Point Energy, LLC 17) Containment and Water Studies 18) Viewshed, as prepared by Turning Point Energy, LLC 19) FEMA Firm Map 20) Property Impact Study, as prepared by Cohn Reznick 21) Plan Council Memorandum – March 17, 2023 22) EEI Comments – March 13, 2023 23) Kimley Horn Response – March 21, 2023 24) Hey and Associates Comments – April 4, 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: See attached memorandum. Additional packet materials can be found at: https://www.yorkville.il.us/ArchiveCenter/ViewFile/Item/5232 Reviewed By: Legal Finance Engineer City Administrator Purchasing Manager Community Development Police Public Works Parks and Recreation Agenda Item Number Planning and Zoning Commission #3 Tracking Number PZC 2023-03 & EDC 2023-23 Bristol Ridge Solar Farm 106 – Rezone, Variance and Special Use City Council – July 25, 2023 Majority Vote Proposed Bristol Ridge Solar Farm for rezone, special use, and variance requests. 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 42-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-3 Townhome PUD (Bristol Ridge) to the A-1 Agricultural District zoning, 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 106 (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 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 SOUTH OF GALENA ROAD (Bristol Ridge 106 – 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 28 acres for the proposed installation of a freestanding solar energy systems on the property owned by Daniel B. Light located immediately east of Cannonball Trail and south of Galena Road (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 PARCELS LYING EASTERLY OF THE CENTERLINE OF CANNONBALL TRAIL: THE SOUTH ½ OF THE SOUTHWEST ¼ OF SECTION 10, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN; ALSO THE SOUTH ½ OF THE SOUTHEAST ¼ OF SECTION 10, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN LYING WESTERLY OF THE WEST LINE OF LANDS CONVEYED BE NELSON C. RIDER TO JERRY W. RIDER BY WARRANTY DEED DATED OCTOBER 15, 1911 AND RECORDED IN BOOK 66 AS PAGE 255 AND DEPICTED IN PLAT BOOK 1 AT PAGE 62; ALL IN KENDALL COUNTY, ILLINOIS. with Property Index Number 02-10-300-017 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. 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 _________ Ordinance No. 2023-____ Page 3 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 4 EXHIBIT A CANNONBALL TRAIL(70' WIDE ROW)TPE IL KE106, LLC©EX-1ZONING SITEPLANVICINITY MAP SCALE 1" = 5000' PROJECT LOCATION SOILS DATA TABLE NORTH LEGEND SITE DATA TABLE NOTES 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 SOUTH OF GALENA ROAD (Bristol Ridge 106 – 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, Ordinance No. 2023-____ Page 2 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: Section 1: That this Ordinance shall apply to the Subject Property legally described as: THAT PART OF THE FOLLOWING DESCRIBED PARCELS LYING EASTERLY OF THE CENTERLINE OF CANNONBALL TRAIL: THE SOUTH ½ OF THE SOUTHWEST ¼ OF SECTION 10, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN; ALSO THE SOUTH ½ OF THE SOUTHEAST ¼ OF SECTION 10, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN LYING WESTERLY OF THE WEST LINE OF LANDS CONVEYED BE NELSON C. RIDER TO JERRY W. RIDER BY WARRANTY DEED DATED OCTOBER 15, 1911 AND RECORDED IN BOOK 66 AS PAGE 255 AND DEPICTED IN PLAT BOOK 1 AT PAGE 62; ALL IN KENDALL COUNTY, ILLINOIS. Property Index Number: 02-10-300-017 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 Ordinance No. 2023-____ Page 3 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 SOUTH OF GALENA ROAD (Bristol Ridge 106 – 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 28 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 of general circulation in the City, not more than thirty (30) nor less than fifteen (15) days prior to the public hearing; and, Ordinance No. 2023-____ Page 2 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 PARCELS LYING EASTERLY OF THE CENTERLINE OF CANNONBALL TRAIL: THE SOUTH ½ OF THE SOUTHWEST ¼ OF SECTION 10, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN; ALSO THE SOUTH ½ OF THE SOUTHEAST ¼ OF SECTION 10, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN LYING WESTERLY OF THE WEST LINE OF LANDS CONVEYED BE NELSON C. RIDER TO JERRY W. RIDER BY WARRANTY DEED DATED OCTOBER 15, 1911 AND RECORDED IN BOOK 66 AS PAGE 255 AND DEPICTED IN PLAT BOOK 1 AT PAGE 62; ALL IN KENDALL COUNTY, ILLINOIS. with Property Index Number 02-10-300-017 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) Ordinance No. 2023-____ Page 3 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) 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 ($258,896) for a total of $545,955. O. A security guarantee of 120% of the petitioner’s decommissioning estimate for a total of $655,146.00 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. Ordinance No. 2023-____ Page 4 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 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 ROW)TPE IL KE106, LLC©EX-1ZONING SITEPLANVICINITY MAP SCALE 1" = 5000' PROJECT LOCATION SOILS DATA TABLE NORTH LEGEND SITE DATA TABLE NOTES IL-251 EROSION CONTROL NOTES EXHIBIT B Turning Point Energy – 999 18th Street, Suite 3000 – Denver, Colorado 80202 www.turningpoint-energy.com KE106 Solar Facility Decommissioning Plan 1.0 Facility Description TPE KE106, LLC Solar Photovoltaic Facility is a 5 MW AC solar farm proposed at 1700 Cannonball Trail, Bristol IL, 60512 in Kendall County (the “Facility”). The Facility is to be constructed on approximately 36 acres located primarily on 42 acres of 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 west 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 u nderground 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 arrays consisting of silicone solar panels • Driven post steel and aluminum racking system • 8’ Agricultural style security 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 water s 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 solar 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 respo nsible 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 owner 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 KE106, LLC Project Location: Yorkville Item Quantity Unit Unit Price Total Price Mobilization 1 LS $13,560 SWPPP, Erosion Control Measures 36 Ac $670.00 $24,120 Seeding 2.0 Ac $2,372.97 $4,746 Tilling 6" topsoil/scarifying access road and rough grading existing soil 1 Ac $16,198.91 $16,199 Remove and Recyle Chainlink Fence, 8' High 4,779 LF $5.72 $27,336 Remove Power Pole 6 EA $763.43 $4,581 Removal and Recycle AC Cables 178 LF $31.87 $5,673 Removal and Recycle DC Cables 146,332 LF $0.30 $43,900 Backfill AC and DC trenches 89,615 LF $0.37 $33,157 Remove and Recycle Inverters 1 EA $7,830.23 $7,830 Removed and Recycle Photovoltaic Modules 14,222 EA $5.36 $76,230 Remove and Recycle Piles (10' W6x7 piles @ 25' OC assumed )2,397 EA $5.00 $11,985 Remove and Recycle Support Assemblies 385,809 LB $0.04 $15,432 Subtotal:$287,059 Inflation (3%/year):$313,979 25-YR Total:$601,037 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. Project Name: TPE IL KE106, LLC Project Location: Yorkville Item Quantity Unit Unit Price Total Price Mobilization 1 LS $13,560 SWPPP, Erosion Control Measures 36 Ac $670.00 $24,120 Seeding 2.0 Ac $2,372.97 $4,746 Tilling 6" topsoil/scarifying access road and rough grading existing soil 1 Ac $16,198.91 $16,199 Remove and Recyle Chainlink Fence, 8' High 4,779 LF $5.72 $27,336 Remove Power Pole 6 EA $763.43 $4,581 Removal and Recycle AC Cables 178 LF $31.87 $5,673 Removal and Recycle DC Cables 146,332 LF $0.30 $43,900 Backfill AC and DC trenches 89,615 LF $0.37 $33,157 Remove and Recycle Inverters 1 EA $7,830.23 $7,830 Removed and Recycle Photovoltaic Modules 14,222 EA $5.36 $76,230 Remove and Recycle Piles (10' W6x7 piles @ 25' OC assumed )2,397 EA $5.00 $11,985 Remove and Recycle Support Assemblies 385,809 LB $0.04 $15,432 Subtotal:$287,059 Inflation (1.5%/year):$129,448 Total:$416,507 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 KE106 Solar Bristol, IL June 2023 KHA Project # 268173009 © 2023 Kimley-Horn and Associates, Inc. Solar Glare and Glint Analysis Report KE106 Solar June 2023 Page 2 Introduction KE106 Solar is a proposed solar array located in Bristol, Illinois between the cities of Bristol and Blackberry Knolls. On behalf of KE106 Solar, Kimley-Horn performed a Glint and Glare Analysis to identify any potential impacts on three nearby roadways and 24 residences surrounding the site. Specifically, this analysis considered impact on motorists and residences along Galena Rd, Cannonball Trail, and Kennedy 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. Three route receptors were modeled to see if portions of the existing roadway network could have potential Solar Glare and Glint Analysis Report KE106 Solar June 2023 Page 3 glare. See Appendix A for detailed parameters. All receptors analyzed are listed below including route receptors and residences. 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. 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 KE106 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 an hour 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 KE106 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 19,340.0 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 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: KE106 Proposed ground mounted solar site located in Bristol, Illinois Site configuration: KE106 Site description: Proposed Solar Panel site located in Bristol, Illinois 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 91818.16154 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 15 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 15 of 15 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 15 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: 0.5 Rated power: 7.5 kW 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 41.695759 -88.418534 650.31 5.00 655.31 2 41.692426 -88.418470 652.53 5.00 657.53 3 41.692378 -88.421989 652.30 5.00 657.30 4 41.695318 -88.422021 651.66 5.00 656.66 5 41.695366 -88.420401 653.31 5.00 658.31 6 41.695691 -88.420423 653.78 5.00 658.78 Page 3 of 15 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 41.705479 -88.446370 648.59 5.00 653.59 2 41.702787 -88.432552 656.03 5.00 661.03 3 41.701698 -88.428003 653.42 5.00 658.42 4 41.697597 -88.414098 648.55 5.00 653.55 5 41.697340 -88.412811 650.34 5.00 655.34 6 41.697276 -88.411781 650.63 5.00 655.63 7 41.698173 -88.408262 649.98 5.00 654.98 8 41.699135 -88.406631 651.10 5.00 656.10 9 41.700224 -88.404914 653.63 5.00 658.63 10 41.701954 -88.402425 654.89 5.00 659.89 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 41.698228 -88.408028 650.75 5.00 655.75 2 41.691829 -88.406147 654.40 5.00 659.40 3 41.684691 -88.405407 651.57 5.00 656.57 Page 4 of 15 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 41.699726 -88.421491 654.79 5.00 659.79 2 41.697515 -88.422285 649.72 5.00 654.72 3 41.694295 -88.423165 653.41 5.00 658.41 4 41.693445 -88.423337 653.42 5.00 658.42 5 41.692708 -88.423916 651.65 5.00 656.65 6 41.690524 -88.426336 652.46 5.00 657.46 7 41.690091 -88.426830 651.60 5.00 656.60 8 41.689578 -88.427173 651.29 5.00 656.29 9 41.689154 -88.427377 651.21 5.00 656.21 10 41.686833 -88.427901 645.44 5.00 650.44 11 41.685672 -88.428073 641.45 5.00 646.45 Page 5 of 15 Discrete Observation Point Receptors Name ID Latitude (°) Longitude (°)Elevation (ft) Height (ft) OP 1 1 41.700932 -88.422182 657.54 15.00 OP 2 2 41.698812 -88.416327 655.69 15.00 OP 3 3 41.698632 -88.414943 651.78 15.00 OP 4 4 41.696138 -88.410528 649.33 15.00 OP 5 5 41.693097 -88.413342 651.67 15.00 OP 6 6 41.692597 -88.412597 648.92 15.00 OP 7 7 41.691270 -88.406592 649.49 15.00 OP 8 8 41.687777 -88.413809 646.95 15.00 OP 9 9 41.687521 -88.414061 647.82 15.00 OP 10 10 41.686972 -88.414684 647.48 15.00 OP 11 11 41.688301 -88.411563 649.67 15.00 OP 12 12 41.688186 -88.412033 649.15 15.00 OP 13 13 41.688413 -88.411102 649.87 15.00 OP 14 14 41.684823 -88.417582 648.05 15.00 OP 15 15 41.685304 -88.421173 641.73 15.00 OP 16 16 41.688254 -88.423818 645.41 15.00 OP 17 17 41.687777 -88.422986 648.41 15.00 OP 18 18 41.687762 -88.427398 648.13 15.00 OP 19 19 41.688136 -88.427299 650.38 15.00 OP 20 20 41.688336 -88.427280 650.50 15.00 OP 21 21 41.688497 -88.427251 650.93 15.00 OP 22 22 41.696180 -88.423846 653.29 15.00 OP 23 23 41.696036 -88.421094 651.27 15.00 OP 24 24 41.692207 -88.423862 654.74 15.00 Obstruction Components Name: Obstruction 1 Top height: 6.0 ft Vertex Latitude (°)Longitude (°) Ground elevation (ft) 1 41.692377 -88.422086 652.13 2 41.693631 -88.422407 651.17 3 41.693611 -88.422525 650.84 4 41.692353 -88.422190 652.04 5 41.692377 -88.422086 652.13 Page 6 of 15 Name: Obstruction 2 Top height: 6.0 ft Vertex Latitude (°)Longitude (°) Ground elevation (ft) 1 41.695701 -88.420503 653.59 2 41.695448 -88.420493 653.39 3 41.695392 -88.422139 651.70 4 41.695464 -88.422145 651.67 5 41.695512 -88.420589 653.32 6 41.695697 -88.420605 653.28 7 41.695701 -88.420503 653.59 Name: Obstruction 3 Top height: 30.0 ft Vertex Latitude (°)Longitude (°) Ground elevation (ft) 1 41.692153 -88.418283 653.02 2 41.691636 -88.418262 652.52 3 41.691640 -88.418106 653.42 4 41.692173 -88.418128 652.93 5 41.692153 -88.418283 653.02 Page 7 of 15 Name: Obstruction 4 Top height: 30.0 ft Vertex Latitude (°)Longitude (°) Ground elevation (ft) 1 41.692774 -88.418267 650.38 2 41.692782 -88.418139 649.62 3 41.692665 -88.418128 650.27 4 41.692661 -88.418273 650.94 5 41.692774 -88.418267 650.38 Name: Obstruction 5 Top height: 30.0 ft Vertex Latitude (°)Longitude (°) Ground elevation (ft) 1 41.693043 -88.413651 651.29 2 41.693041 -88.413464 651.53 3 41.693010 -88.413350 651.73 4 41.692965 -88.413302 651.43 5 41.692906 -88.413446 651.12 6 41.692911 -88.413668 651.33 7 41.693043 -88.413651 651.29 Page 8 of 15 Name: Obstruction 6 Top height: 30.0 ft Vertex Latitude (°)Longitude (°) Ground elevation (ft) 1 41.693260 -88.413654 651.19 2 41.693123 -88.413652 651.11 3 41.693071 -88.413619 651.26 4 41.693081 -88.413518 651.43 5 41.693157 -88.413519 651.04 6 41.693161 -88.413427 651.39 7 41.693274 -88.413436 651.23 8 41.693260 -88.413654 651.19 Name: Obstruction 7 Top height: 30.0 ft Vertex Latitude (°)Longitude (°) Ground elevation (ft) 1 41.692769 -88.412807 649.27 2 41.692763 -88.412673 649.52 3 41.692671 -88.412676 649.03 4 41.692675 -88.412798 649.09 5 41.692769 -88.412807 649.27 Page 9 of 15 Name: Obstruction 8 Top height: 30.0 ft Vertex Latitude (°)Longitude (°) Ground elevation (ft) 1 41.692637 -88.412797 649.02 2 41.692635 -88.412696 649.02 3 41.692563 -88.412699 648.84 4 41.692566 -88.412798 648.87 5 41.692637 -88.412797 649.02 Name: Obstruction 9 Top height: 30.0 ft Vertex Latitude (°)Longitude (°) Ground elevation (ft) 1 41.688540 -88.420685 646.77 2 41.688403 -88.420631 645.70 3 41.689757 -88.414822 646.49 4 41.689835 -88.414830 648.47 5 41.688515 -88.420664 646.03 Page 10 of 15 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 19,340.0 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 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 11 of 15 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 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 PV array 1 and Route: Route 3 No glare found Page 12 of 15 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 PV array 1 and OP 13 No glare found PV array 1 and OP 14 No glare found Page 13 of 15 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 14 of 15 EXHIBIT E STORMWATER POLLUTION PREVENTION PLAN TPE, IL KE 106, LLC 1700 Cannonball Trail Yorkville (Kendall County), IL 60506 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 106, LLC – Yorkville (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 106, LLC – Yorkville (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 106 Solar 1700 Cannonball Trail Yorkville (Kendall County), IL 60506 TPE, IL KE 106, LLC – Yorkville (Kendall County), IL June 2023 Page 2 2. SITE DESCRIPTION 2.1. Project Description The proposed development is approximately 42 acres and is located at 1700 Cannonball Trail in Yorkville (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), Dresden silt loam; 0 to 2 percent (325A) and 2 to 4 percent slopes (325B), and Waupecan silt loam; 0 to 2 percent slopes (369A). The hydrological soil group associated with the soils is 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 west by residential conservation property, to the north, east and south by agricultural fields, and to the west by Cannonball Trail. 2.5. Project Name and Location: TPE IL KE 106 Solar 1700 Cannonball Trail Yorkville (Kendall County), IL 60506 2.6. Owner Name and Location: TPE, IL KE 106, 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 106, LLC – Yorkville (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 waste 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 limit 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, solar module placement, fencing, utility pole and overhead wires, and utility trenching. 7. Provide permanent seeding/sta bilization 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 necessary 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 adequate sedimentation controls. Fast -germinating temporary seed shall be installed in areas where there will be no construction for longer than 14 TPE, IL KE 106, LLC – Yorkville (Kendall County), IL June 2023 Page 4 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 site. 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 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 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 so ck. 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 tire s through the action of TPE, IL KE 106, LLC – Yorkville (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 concrete 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 a nd 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 nee ded 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 meta l 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 disposing 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 state 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 106, LLC – Yorkville (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 r eached 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 covere d 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 and 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 recommended by the manufacturer. TPE, IL KE 106, LLC – Yorkville (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 descr ibed 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 amo unts 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 responsibility. TPE, IL KE 106, LLC – Yorkville (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 stormwater 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 significant 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 in spection, 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 wer e 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 106, LLC – Yorkville (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 otherwise been eliminated. The NOT shall b e 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 106 Solar, LLC – Yorkville (Kendall County), IL June 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 q ualified 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. 3/30/23 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 106 Solar, LLC – Yorkville (Kendall County), IL June 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 106 Solar, LLC – Yorkville (Kendall County), IL June 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 o n 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 4 – Aerial Map Bristol Bay D r Bertram Dr DicksonRdDicksonRdCorne i l s R d C a n n o n b a l l T r l Galena Rd SCannonball TrlNCannonballTrlNBridgeStRaging Wa v es B r i s t o l C oncord Dr M a n c h e s t e r D rGordonRdGordonRd P r o v i d e n c e L n Ma t l ockDrMcLellanBlvdKennedyRdB ri s t o l R i d g e R d GalenaRdB lack b e r r y Oak s Gol f Cour s e S tev en G B r i d ge P ark ¯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 24 24 30BertramRd RosenwinkelStDicksonRdB a s e l i n e R d Galena Rd Jericho R d B y p a s s 3 0 RobRo yCreekBlackberryC reek DicksonRdF o s terDrC o r n e i l s R d Faxon R d Bristol Ridge Rd LillianLnK enn edyR dC a n n o n b a l l T r l Galena Rd SCannonbal l TrlNCannonballTrlStateRoute47NBridgeStNBridgeStRaging Wave s 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 C o ncord Dr LakewoodCreekDrM a n c h e s t e r D rSimonDrGordonRdGordonRd T roon D r A d a m A v e F a i r f i e l d W a y Foxmoor D r 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 wL n G alenaRdBlackberry Oak s Go l f Co ur se Or c har d Gr ove S tev en G B r id ge P ark L y n n w o o d FoxRiverO rchidStStateRoute71V eteran sP kw yS aw Wee Kee P ark ¯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 106 Solar, LLC – Yorkville (Kendall County), IL 60506 June 2023 BMP INSTALLATION LOG Project: TPE IL KE 106 Solar, LLC Location: 1700 Cannonball Trail Yorkville (Kendall County), IL BMP Name Date Installed Description of BMP Installed Responsible Party Attachment 9 – Amendment Log TPE IL KE 106 Solar, LLC – Yorkville (Kendall County), IL June 2023 AMENDMENT LOG Project: TPE IL KE 106 Solar, LLC Location: 1700 Cannonball Trail Yorkville (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 SUMMARY: The applicant, Turning Point Energy, LLC, is requesting rezoning approval, special use authorization, and variance approval to construct a solar farm on the 42-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-3 Townhome PUD (Bristol Ridge) to the A-1 Agricultural District zoning, 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 will be heard at a separate public hearing in front of the Yorkville City Council and the rezoning will be contingent on the approval of that amendment. At the May 10th Planning and Zoning Committee meeting’s public hearing for this agenda item several members of the PZC commissioners and the public expressed concerns related to this proposal, specifically regarding current site drainage, future stormwater runoff, glare from the proposed panels, erosion control, proposed planting mix under the solar panels, and decommissioning plan cost estimates. The applicant has revised their plans and related documents to address these concerns in an effort to receive a favorable recommendation for rezoning, special use and variance approval. REVISED PLANS/DOCUMENTS: From the discussion at the May 10th meeting, the following direction was provided to the applicant for additional information Site Plan The location of the solar panels meets the front and rear yard setbacks for the A-1 District and the location of the solar panels meets the required setbacks in the side yards per the Freestanding Solar Energy System requirements. The nearest distance from the frontage along Cannonball Trail to the landscape buffer is approximately 100 feet, roughly 240 feet to the private access gate off of the access path, and just about 590 feet from the existing residence to the nearest solar array. The petitioner is working with the City’s landscaping consultant on finalizing the landscaping plans to ensure it meets the City’s standards. At the May 2, 2023 Economic Development Committee, it was recommended that the 300-foot gap at the northwest corner of the property should be landscaped with the vegetative buffer. The petitioner has revised the Site Plan to extend the vegetative buffer along the frontage of Cannonball Trail to address this concern. A final landscape plan, reflecting the additional landscaping buffer in the northwest corner of the site to be approved by the City Engineer and landscaping consultant will be required as a condition of the special use approval. Memorandum To: Planning and Zoning Commission From: Krysti Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Brad Sanderson, EEI, City Engineer Date: July 5, 2023 Subject: PZC 2023-03 Bristol Ridge Solar Farm 106 (Rezone, Special Use, Variance) Memo from 7/12/23 PZC Meeting The proposed site access is via a new 20-ft. wide gravel driveway proposed off Cannonball Trail. The path provides access to the equipment, however, no formal parking stalls are provided, as no buildings, employees are planned on the site except for the occasional mowing or maintenance visits, about 3-4 times per year. Gravel roads are not permitted for vehicle travel or parking; however, staff recommends the driveway to have the top 4” CA-6 compacted and the next 8” CA-1 compacted with a compacted subgrade. Staff feels this is sufficient based upon the limited amount of vehicular traffic and restricted access to the site but will defer to Kendall County’s DOT permit requirements for connection to Cannonball Trail. Landscape Plan The vegetative buffer along the western and sections of the northern boundary of the parcel are providing eight (8) evergreen trees/shrubs and seven (7) large deciduous shrubs every one hundred (100) linear feet. These buffers are not required as they are not adjacent to a residential use but do add to the required amount of lot landscaping. These buffers have been provided for potential views from the nearby religious institution and Cannonball Trail. The enhanced vegetative buffer is facing the residential land use to the southwest and is providing ten (10) evergreen trees/shrubs, six (6) large deciduous shrubs, and three (3) ornamental trees every one hundred (100) linear feet. Additionally, a 2-year maintenance period for the establishment of the ground cover which will be conducted by the City Engineer should be required as a condition of special use approval. Therefore, staff is adding this as a condition to the special use approval upon the committee’s recommendation. Stormwater Pollution Prevention Plan (SWPP) The Planning and Zoning Commission also requested to review the Preliminary Stormwater Pollution Prevention Plan (SWPP) to ensure the concerns expressed by surrounding property owners at the public hearing would be adequately addressed. The applicant’s plan, prepared and certified by Kimley Horn dated June 6, 2023, provides general site information about details related to the proposed soil disturbing activities during site preparation; construction sequencing and best management practice activities during the installation of the solar panels; soil stabilization (temporary and permanent seeding) and erosion and sediment control (silt fencing/filter sock/erosion control blanket) to prevent soil from leaving the site; and waste disposal. The City Engineer has reviewed the applicants Preliminary Stormwater Pollution Prevention Plan (SWPP) and had no comments related to the plan, per their letter dated July 5, 2023. Topsoil/Native Plantings The applicant has provided a letter stating that Illinois’s regulations require solar projects to enter into an Agricultural Impact Mitigation Agreement (AIMA) with the Illinois Department of Agriculture. As part of the agreement the applicant must agree that any excavation be performed in a manner to preserve the topsoil and best efforts will be made to store the topsoil near the excavation site so that it will not become intermixed with subsoil materials. The applicant has stated they intend to use helical anchors that will be driven into the ground, similar to screw and pilings will not be excavated. No soils will be hauled off site and any excavated topsoil will be spread around the extraction point. Additionally, the plan proposal prepared by the applicant’s civil engineer states the vegetative groundcover will use over thirty (30) species, both grasses and forbs, native to Illinois. These include, among others, Little Bluestem (Schizachyrium scoparium), Side Oats Grama (Bouteloua curtipendula) and Prairie Dropseed (Sporobolus heterolepis). Glare The applicant has submitted an updated Solar Glare and Glint Analysis report, prepared by Kimley Horn (but not stamped), which concludes that there was no potential for glare identified throughout the entire project area after mitigating using panel specifications. Additionally, it is recommended that the panels be installed using the same specifications in the report, which includes a single-axis rotation, backtracking, 180 degrees tracking orientation, 5-degree panel tilt overnight, and smooth glass with anti- reflective coating. This is recommended to minimize the likelihood of future glare issues. Decommission An updated stamped licensed engineer’s decommissioning plan with revised cost estimates has been provided by the applicant. To ensure compliance, the petitioner has provided a decommission plan and construction estimate of $287,059 for the removal of the solar farm and restoration and reseeding of the property. This estimate is derived from the RS Means Heavy Construction data 2023 and RSMeans City Cost Index (CCI) for Joliet. With the inclusion of a proposed 1.5% yearly inflation rate over 25 years ($129,448), the total estimate amount is $416,507. Staff recommends an inflation rate of 3% over 25 years ($258,896) for a total decommission estimate of $545,955. A security guarantee of 120% of the petitioner’s estimate for a total of $655,146.00, will be required in a form acceptable to the City Engineer as a condition of the special use approval. In addition to the security guarantee, staff also recommends a blanket easement over the property to allow the City or its contractor to enter and remove the abandoned system in compliance with the City Code, as a condition of the special use approval. ENGINEERING COMMENTS: Comments prepared by Engineering Enterprises Inc. (EEI) dated March 13, 2023 and July 5, 2023 were provided to the petitioner. The work items listed in both of the review letters will need to be addressed and will become conditions for special use approval. SPECIAL USE STANDARDS: Section 10-4-9F of the City’s Zoning Ordinance establishes standards for special use requests. No special use shall be recommended by the Planning and Zoning Commission unless said commission shall find that: 1. The establishment, maintenance or operation of the special use will not be unreasonably detrimental to or endanger the public health, safety, morals, comfort or general welfare. 2. The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminish and impair property values within the neighborhood in which it is to be located. 3. The establishment of the special use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. 4. Adequate utilities, access roads, drainage or other necessary facilities have been or are being provided. 5. Adequate measures have been or will be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets. 6. The proposed special use is not contrary to the objectives of the official comprehensive plan of the City as amended. Additionally, Section 10-19-4C of the City’s Zoning Ordinance establishes standards for special use requests regarding alternative energy systems. No special use shall be recommended by the Planning and Zoning Commission unless said commission shall find that: 1. The city council shall determine that the application has met all of the general requirements of this chapter. 2. The proposed energy system shall further the intent of this chapter and provide renewable energy to the property on which it is proposed. 3. The proposed alternative energy system is located in such a manner as to minimize intrusions on adjacent residential uses through siting on the lot, selection of appropriate equipment, and other applicable means. 4. The establishment for the proposed alternative energy system will not prevent the normal and orderly use, development, or improvement of the adjacent property for uses permitted in the district. The applicant has provided written responses to these special use standards as part of their application and those responses were included into the public record during the public hearing at the May 10, 2023 Planning and Zoning Commission meeting. REZONING STANDARDS: Section 10-4-10-B of the City’s Zoning Ordinance establishes criteria for findings of fact related to rezoning (map amendment) requests. When the purpose and affect is to change the zoning of a property and amend the City’s Zoning Map, the Planning and Zoning Commission shall consider each of the following facts before rendering a decision on the request: 1. The existing uses and zoning of nearby property. 2. The extent to which the property values are diminished by the particular zoning restrictions. 3. The extent to which the destruction of the property values of plaintiff promotes the health, safety, morals or general welfare of the public. 4. The relative gain to the public as compared to the hardship imposed upon the individual property owner. 5. The suitability of the subject property for the zoned purpose. 6. The length of time the property has been vacant as zoned considered in the context of land development in the area in the vicinity of the subject property. 7. The community need for the proposed use. 8. The care to which the community has undertaken to plan its land use development. The applicant has provided written responses to the rezoning standards as part of their application and those responses were included into the public record during the public hearing at the May 10, 2023 Planning and Zoning Commission meeting. VARAITION STANDARDS: Section 10-4-7 identifies six (6) standards that need to be met when approving a zoning variation. The petitioner has provided their responses to these standards within their attached application: a. Because of the particular physical surroundings, shape or topographical conditions of the specific property involved, a particular hardship to the owner would result, as distinguished from a mere inconvenience, if the strict letter of the regulations were carried out. b. The conditions upon which the petition for a variation is based are unique to the property for which the variation is sought and are not applicable, generally, to other property within the same zoning classification. c. The alleged difficulty or hardship is caused by this title and has not been created by any person presently having an interest in the property. d. The granting of the variation will not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property is located. e. The proposed variation will not impair an adequate supply of light and air to adjacent property, or substantially increase the congestion in the public streets, or increase the danger to the public safety, or substantially diminish or impair property values within the neighborhood. f. The proposed variation is consistent with the official comprehensive plan and other development standards and policies of the City. The applicant has provided written responses to the standards for variation as part of their application and those responses were included into the public record during the public hearing at the May 10, 2023 Planning and Zoning Commission meeting. STAFF COMMENTS & RECOMMENDATIONS: Staff is generally supportive of the rezoning, special use request, and variance requests. Should the City Council vote to approve this request, staff recommends the following conditions to the special use: 1. The maximum height of the solar panels for this land use will be fifteen (15) feet. 2. The installation of an eight (8) foot tall chain link fence with opaque slats surrounding the entire solar farm is required. 3. A final landscape plan, that includes additional landscaping buffer in the northwest corner of the site which currently shows a 300-foot gap in continuous buffering, shall be submitted as part of the final engineering submittal and be approved by the City Engineer and landscaping consultant. 4. A 2-year maintenance period for the establishment of the ground cover which will be inspected by the City Engineer is required. 5. A Knox box with keys provided to the City’s building department and Bristol Kendall Fire District (BKFD). 6. A revised decommission estimate using an inflation rate of 3% over 25 years ($258,896) for a total of $$545,955. 7. A security guarantee of 120% of the petitioner’s decommissioning estimate for a total of $655,146.00 in a form acceptable to the City Engineer. 8. 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. 9. 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. 10. Adherence to all comments prepared by EEI, city engineering consultant, in letters dated March 13, 2023 and July 5, 2023. PROPOSED MOTIONS: 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 south of Galena Road and east of Cannonball Trail, subject to staff recommendations in a memo dated July 5, 2023 and further subject to… {insert any additional conditions of the Planning and Zoning Commission}… 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-3 Townhome 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 south of Galena Road and east of Cannonball Trail, subject to {insert any additional conditions of the Planning and Zoning Commission}… 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 south of Galena Road and east of Cannonball Trail, subject to {insert any additional conditions of the Planning and Zoning Commission}… ATTACHMENTS:  UPDATED Zoning Site Plan dated June 21, 2023, as prepared by Kimley Horn &Associates,Inc.  UPDATED Decommissioning Plan, as prepared by Turning Point Energy, LLC  UPDATED Solar Glare and Glint Analysis, dated June 2023, as prepared by Kimley Horn & Associates, Inc.  NEW Stormwater Pollution Prevention Plan (SWPPP), dated June 6, 2023, prepared by Kimley Horn & Associates, Inc.  NEW Bristol Ridge Solar Topsoil Letter, dated June 21, 2023, prepared by Turning Point Energy, LLC.  NEW Bristol Ridge Solar – Native Seed Mix Letter, dated June 23, 2023, prepared by Turning Point Energy, LLC.  NEW EEI, Inc., Review Comments dated July 5, 2023.  PZC Packet Materials from the May 10, 2023 Planning and Zoning Commission meeting. SUMMARY: The applicant, Turning Point Energy, LLC, is requesting rezoning approval, special use authorization, and variance approval to construct a solar farm on the 42-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-3 Townhome PUD (Bristol Ridge) to the A-1 Agricultural District zoning, 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 will be heard at a separate public hearing in front of the Yorkville City Council and the rezoning will be contingent on the approval of that amendment. LOCATION & BACKGROUND: The 42-acre property is located in the northeastern part of Yorkville just north of unincorporated Bristol along Cannonball Trail. The property is the northern portion of the existing Bristol Ridge Development which was established in 2006 for residential detached and attached housing units. The current land use of the property is agricultural farmland. Memorandum To: Planning and Zoning Commission From: Jason Engberg, Senior Planner CC: Bart Olson, City Administrator Krysti Barksdale-Noble, Community Development Director Date: May 3, 2023 Subject: PZC 2023-03 Bristol Ridge Solar Farm 106 (Rezone, Special Use, Variance) ZONING: The subject property is currently zoned for R-2 Single-Family dwellings and R-3 Townhome dwellings as part of a Planned Unit Development per Ordinance 2006-126. The petitioner is seeking to rezone the property to the A-1 Agricultural District. The following are the current immediate surrounding zoning and land uses: Zoning Land Use North B-3 General Business District (Bristol Bay) B-4 Commercial Recreation District (Kendall County) Religious Institution Farmland South R-2 Single-Family Traditional Residence District (Bristol Ridge) R-3 Multi-Family Attached Residence District (Bristol Ridge) Farmland East A-1 Agricultural District (Kendall County) Farmland West R-2 One Family Residential District (Kendall County) R-2 Single-Family Traditional Residence District (Bristol Ridge) R-3 Multi-Family Attached Residence District (Bristol Ridge) Residential Use Farmland The proposed use is defined in the Yorkville Zoning Ordinance as a Solar Farm which is a special use within the A-1 Agricultural District. This requires the use to abide by the A-1 Agricultural District regulations as well as the Alternative Energy System regulations in the City’s Zoning Ordinance. ALTERNATIVE ENERGY SYSTEMS REGULATIONS: Section 10-19: Alternative Energy Systems establishes regulations for this type of use and the proposed solar farm will be required to meet the setback standards for the A-1 Agricultural District as well as the provisions under the Freestanding Solar Energy Systems regulations. Setbacks Table 10.07.01 of Chapter 7 in the City’s Zoning Ordinance provides dimensions and bulk regulations for the A-1 Agricultural District. Section 10-19-7-C of the Zoning Ordinance states that freestanding solar energy systems shall not be located within the required front yard or corner side yard. Additionally, Section 10-19-7-B of the Zoning Ordinance states that all parts of any freestanding solar energy system shall be set back 8 feet from interior side and rear property lines. The following table illustrates the minimum required yard setbacks for solar systems based upon the A-1 Agricultural District regulations and the Freestanding Solar Energy System requirements and the proposed setbacks per the submitted site plan (attached): Minimum Requirement Proposed Setback Front 100 feet >100 feet Side (North) 8 feet >50 feet Side (South) 8 feet 28 feet Rear None 41 feet The location of the solar panels meets the front and rear yard setbacks for the A-1 District and the location of the solar panels meets the required setbacks in the side yards per the Freestanding Solar Energy System requirements. Staff is requiring the petitioner to illustrate the exact setback in the front and side yard prior to any public hearing. Height The petitioner has submitted a narrative stating that the height of the entire panel on the stand will not exceed fifteen (15) feet in height. Section 10-19-7-F states the maximum height will be stipulated as a special use condition. Staff is not opposed to this overall height as the location of the panels and their distance from all existing land uses should not cause a nuisance to any neighboring property. The viewsheds provided by the petitioner illustrate this point. The maximum height of fifteen (15) feet will be set as a condition of the special use approval as stated in the zoning ordinance. Clearance Section 10-19-7-D states the minimum clearance between the lowest point of the system and the surface on which the system is mounted is ten feet (10'). The petitioner is requesting a variance to this regulation to reduce the clearance to two (2) feet. The petitioner has provided the reasoning behind this request as the maintenance on the panels at the 10-foot height would be cumbersome, the visibility of the panels would increase as they would be significantly taller, and the wind loads generated at a greater height could damage the cells. Staff supports the variance request as the regulation has been an issue with previous requests for ground mounted solar panels and is not an industry standard. This regulation is being removed in the Unified Development Ordinance which is currently being drafted by the City. Fencing The petitioner is proposing to construct an eight (8) foot “agricultural style” fence around the entire solar field which will be accessible through gates with Knox Boxes for emergency access. Section 10-7-2 does not state any regulations regarding fencing within the A-1 Agricultural District. Therefore, the proposed fencing does meet the minimum requirements. While it meets the standards of the A-1 District, staff is recommending that the petitioner provide an eight (8) foot chain link fence with opaque slats as opposed to the agricultural fence. This will provide more security for the solar farm and the slats will provide better screening to all surrounding land uses. Therefore, the installation of an eight (8) foot tall chain link fence with opaque slats surrounding the entire solar farm will be set as a condition of the special use approval. Glare Section 10-19-7-E states solar panels shall be placed such that concentrated solar radiation or glare shall not be directed onto nearby properties or roadways. The petitioner has submitted a glare study and analysis which concludes that there was no potential for glint or glare identified by the analysis. Additionally, the panels will be buffered by landscaping in areas that could be seen by adjacent property owners or roadways. The petitioner has also provided a viewshed from angles around the solar farm which illustrate how far away the panels will be from the public right-of-way. Signage Section 19-4-F states that “No commercial signage or attention getting device is permitted on any alternative energy system. One (1) sign shall be permitted to indicate the emergency contact information of the property owner or operator. Said sign shall not exceed two (2) square feet in size.” The submitted narrative states a warning sign shall be provided at the facility entrance and along the perimeter fence including the facilities 911 address and a 24-hour emergency contact number. The petitioner is aware of the size requirement and will comply with the regulation. Utility Service Provider Section 10-19-4-G states that evidence that the electric utility service provider that serves the proposed site has been notified of the owner’s intent to install an interconnected customer owned electricity generator. ComEd has been notified of this project and an interconnection plan has been submitted to them and has been provided by the petitioner. Decommission Section 10-19-9-A-3 states prior to permit issuance, the owner shall sign an acknowledgement that said owner will be responsible for any and all enforcement costs and remediation costs resulting from any violations of that chapter. The costs include, but are not limited to, removal of system, property restoration upon removal of the system, city legal expenses and hearing costs associated with violations of that chapter. Additionally, Section 10-19-4-E states all alternative energy systems inactive or inoperable for a period of 12 continuous months shall be deemed abandoned and the owner is required to repair or remove the system from the property at the owner’s expense within 90 days of notice from the City. To ensure compliance, the petitioner has provided a decommission plan and construction estimate of $266,782.62 in total for the removal of the solar farm and restoration and reseeding of the property. This estimate is derived from the RS Means Heavy Site estimating manual using 2022 dollars. Staff recommends a security guarantee of 120% of the petitioner’s estimate for a total of $320,139.14 with an inflation rate of 3% in a form acceptable to the City Engineer as a condition of the special use approval. In addition to the security guarantee, staff also recommends a blanket easement over the property to allow the City or its contractor to enter and remove the abandoned system in compliance with the City Code, as a condition of the special use approval. Landscape Plan The petitioner has taken into account the potential impacts the development may have on neighboring properties. Therefore, the petitioner has identified areas that face or are adjacent to the commercial and residential uses, to the west and northwest respectively, and they are providing a vegetative buffer and enhance vegetative buffer to help alleviate any negative visual impacts. The petitioner has identified areas that face Cannonball Trail and the religious institution to the north and are providing a vegetative buffer. Additionally, the petitioner has identified areas that face the residential use to the southwest and have provided an enhanced vegetative buffer. The vegetative buffer along the western and sections of the northern boundary of the parcel are providing eight (8) evergreen trees/shrubs and seven (7) large deciduous shrubs every one-hundred (100) linear feet. These buffers are not required as they are not adjacent to a residential use but do add to the required amount of lot landscaping. These buffers have been provided for potential views from the nearby religious institution and Cannonball Trail. The enhanced vegetative buffer is facing the residential land use to the southwest and is providing ten (10) evergreen trees/shrubs, six (6) large deciduous shrubs, and three (3) ornamental trees every one-hundred (100) linear feet. The petitioner is working with the City’s landscaping consultant on finalizing the landscaping plans to ensure it meets the City’s standards. At the May 2, 2023 Economic Development Committee, it was recommended that the 300-foot gap at the northwest corner of the property should be landscaped with the vegetative buffer. The petitioner agreed to extend the vegetative buffer along this portion of land as it faces Cannonball Trail. A final landscape plan, including the additional landscaping buffer in the northwest corner of the site which currently shows a 300-foot gap in continuous buffering to be approved by the City Engineer and landscaping consultant will be required as a condition of the special use approval. Additionally, the Economic Development Committee recommended that a 2-year maintenance period for the establishment of the ground cover which will be conducted by the City Engineer should be required as a condition of special use approval. Therefore, staff is adding this as a condition to the special use approval upon the committee’s recommendation. ENGINEERING COMMENTS: Comments prepared by Engineering Enterprises Inc. (EEI) dated March 13, 2023 were provided to the petitioner. The petitioner’s project engineer, Kimley-Horn provided a response to these comments on March 21, 2023. The work items listed in the review letter will need to be addressed and will become conditions for special use approval. COMPREHENSIVE PLAN: The subject property’s future land use is classified as “Estate Conservation/Residential” which is intended to provide flexibility for residential design in areas of Yorkville that can accommodate low-density detached single-family housing but also include sensitive environmental and scenic features that should be retained and enhanced. The most typical form of development within this land use will be detached single family homes on large lots. In 2016 this future land use designation was also use as a “holding” designation for future development. The 10-year horizon of the plan saw these areas outside of the core not developing within that timeframe. Any development in these areas should be reviewed on a case-by-case basis since it was not anticipated to develop within the plan’s lifespan. The utilization of this property for a solar farm is a suitable land use at this time. The current annexation amendment for a residential neighborhood will expire in 2026 and the lack of development and utilities in this area means it is unlikely to be developed into a more intense use. Additionally, the solar farm is temporary in nature as it currently is being proposed for a 20-year lease. SPECIAL USE STANDARDS: Section 10-4-9F of the City’s Zoning Ordinance establishes standards for special use requests. No special use shall be recommended by the Planning and Zoning Commission unless said commission shall find that: 1. The establishment, maintenance or operation of the special use will not be unreasonably detrimental to or endanger the public health, safety, morals, comfort or general welfare. 2. The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminish and impair property values within the neighborhood in which it is to be located. 3. The establishment of the special use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. 4. Adequate utilities, access roads, drainage or other necessary facilities have been or are being provided. 5. Adequate measures have been or will be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets. 6. The proposed special use is not contrary to the objectives of the official comprehensive plan of the City as amended. Additionally, Section 10-19-4C of the City’s Zoning Ordinance establishes standards for special use requests regarding alternative energy systems. No special use shall be recommended by the Planning and Zoning Commission unless said commission shall find that: 1. The city council shall determine that the application has met all of the general requirements of this chapter. 2. The proposed energy system shall further the intent of this chapter and provide renewable energy to the property on which it is proposed. 3. The proposed alternative energy system is located in such a manner as to minimize intrusions on adjacent residential uses through siting on the lot, selection of appropriate equipment, and other applicable means. 4. The establishment for the proposed alternative energy system will not prevent the normal and orderly use, development, or improvement of the adjacent property for uses permitted in the district. The applicant has provided written responses to these special use standards as part of their application and requests inclusion of those responses into the public record during the public hearing at the Planning and Zoning Commission meeting. REZONING STANDARDS: Section 10-4-10-B of the City’s Zoning Ordinance establishes criteria for findings of fact related to rezoning (map amendment) requests. When the purpose and affect is to change the zoning of a property and amend the City’s Zoning Map, the Planning and Zoning Commission shall consider each of the following facts before rendering a decision on the request: 1. The existing uses and zoning of nearby property. 2. The extent to which the property values are diminished by the particular zoning restrictions. 3. The extent to which the destruction of the property values of plaintiff promotes the health, safety, morals or general welfare of the public. 4. The relative gain to the public as compared to the hardship imposed upon the individual property owner. 5. The suitability of the subject property for the zoned purpose. 6. The length of time the property has been vacant as zoned considered in the context of land development in the area in the vicinity of the subject property. 7. The community need for the proposed use. 8. The care to which the community has undertaken to plan its land use development. The petitioner has provided written responses to these findings as part of their application and requests inclusion of those responses into the public record at the Planning and Zoning Commission meeting. VARAITION STANDARDS: Section 10-4-7 identifies six (6) standards that need to be met when approving a zoning variation. The petitioner has provided their responses to these standards within their attached application: a. Because of the particular physical surroundings, shape or topographical conditions of the specific property involved, a particular hardship to the owner would result, as distinguished from a mere inconvenience, if the strict letter of the regulations were carried out. b. The conditions upon which the petition for a variation is based are unique to the property for which the variation is sought and are not applicable, generally, to other property within the same zoning classification. c. The alleged difficulty or hardship is caused by this title and has not been created by any person presently having an interest in the property. d. The granting of the variation will not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property is located. e. The proposed variation will not impair an adequate supply of light and air to adjacent property, or substantially increase the congestion in the public streets, or increase the danger to the public safety, or substantially diminish or impair property values within the neighborhood. f. The proposed variation is consistent with the official comprehensive plan and other development standards and policies of the City. The petitioner has provided written responses to these variance standards as part of their application and requests inclusion of those responses into the public record during the public hearing at the Planning and Zoning Commission meeting. STAFF COMMENTS & RECOMMENDATIONS: Staff is generally supportive of the rezoning, special use request, and variance requests. Should the City Council vote to approve this request, staff recommends the following conditions to the special use: 1. The maximum height of the solar panels for this land use will be fifteen (15) feet. 2. The installation of an eight (8) foot tall chain link fence with opaque slats surrounding the entire solar farm is required. 3. A final landscape plan, that includes additional landscaping buffer in the northwest corner of the site which currently shows a 300-foot gap in continuous buffering, shall be submitted as part of the final engineering submittal and be approved by the City Engineer and landscaping consultant. 4. A 2-year maintenance period for the establishment of the ground cover which will be inspected by the City Engineer is required. 5. A Knox box with keys provided to the City’s building department and Bristol Kendall Fire District (BKFD). 6. A security guarantee in the amount of $320,139.14 with a 3% annual inflation rate and in a form acceptable to the City Engineer. 7. 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. 8. Adherence to all comments prepared by EEI, city engineering consultant, in a letter dated March 13, 2023. PROPOSED MOTIONS: 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 south of Galena Road and east of Cannonball Trail, subject to staff recommendations in a memo dated May 3, 2023 and further subject to… {insert any additional conditions of the Planning and Zoning Commission}… 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-3 Townhome 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 south of Galena Road and east of Cannonball Trail, subject to {insert any additional conditions of the Planning and Zoning Commission}… 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 south of Galena Road and east of Cannonball Trail, subject to {insert any additional conditions of the Planning and Zoning Commission}… ATTACHMENTS: 1) Project Narrative, as prepared by Turning Point Energy, LLC 2) Zoning Site Plan, as prepared by Kimley Horn & Associates, Inc. 3) Development Applications 4) Decommissioning Plan, as prepared by Turning Point Energy, LLC 5) Wetland Delineation, as prepared by Kimley Horn & Associates, Inc. 6) Environmental Constraints Memorandum, as prepared by Kimley Horn & Associates, Inc. 7) Title Insurance, as prepared by Borrego Solar Systems, Inc. 8) Decommissioning Estimate, as prepared by New Leaf Energy 9) Illinois Department of Natural Resources EcoCAT Termination Report, as prepared by IDNR 10) Illinois Historic Preservation Agency Report, as prepared by Kimley Horn & Associates, Inc. 11) NRI Application & Report, as prepared by Kendall County Soil & Water Conservation District 12) Manufacturer’s Specifications 13) Operations and Maintenance Plan, as prepared by Turning Point Energy, LLC 14) Transportation and Access Plan, as prepared by Kimley Horn & Associates, LLC 15) Interconnection Agreement 16) Glare Study and FAA Notice Criteria Filing, as prepared by Turning Point Energy, LLC 17) Containment and Water Studies 18) Viewshed, as prepared by Turning Point Energy, LLC 19) FEMA Firm Map 20) Property Impact Study, as prepared by Cohn Reznick 21) Plan Council Memorandum – March 17, 2023 22) EEI Comments – March 13, 2023 23) Kimley Horn Response – March 21, 2023 24) Hey and Associates Comments – April 4, 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/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: See attached memo. Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Planning and Zoning Commission #4 Tracking Number PZC 2023-04 & EDC 2023-28 PZC 2023-04 Trinity Church Sign Variances City Council – July 25, 2023    Majority Vote Details proposed request for sign variance request for Trinity Church Krysti J. Barksdale-Noble Community Development Name Department SUMMARY: The applicant, Trinity Church United Methodist (Trinity Church), is requesting sign variance approval to move their three (3) existing nonconforming onsite signs to new locations on the property due to the future widening of Bridge Street by the Illinois Department of Transportation (IDOT). Prior to IDOT’s acquisition of the land along the western boundary of the property located at 2505 Boomer Lane, the church had three (3) legally nonconforming signs on their property: a monument sign with a manual changeable copy area for the church; a pole sign for the preschool; and a banner sign/post for seasonal banners. The church submitted a sign permit application to the City to move and update these signs at the end of 2022 and were denied, as they did not meet the current standards of the code. The signs were later permitted to be moved, but as a condition of their sign permit, they are now defined as nonconforming and subject to the City’s 5- year amortization schedule for removal. Therefore, Trinity Church is requesting variances for each sign to allow them to stay in their new locations without having to ever be removed. 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: In consideration of testimony presented during a Public Hearing on July 12, 2023 and approval of the findings of fact, the Planning and Zoning Commission recommends approval of a request to vary the sign regulations contained in Section 10-20-8-A-1 and Section 10-20-8-B of the United City of Yorkville Zoning Ordinance as stated in a staff memorandum dated June 6, 2023 for the property commonly known as 2505 Boomer Lane. Action Item: Olson– aye; Williams – aye; Vinyard – aye; Horaz – aye; Millen – aye 5 ayes; 0 nay ATTACHMENTS: 1. Draft Ordinance 2. Memorandum to Planning and Zoning Commission dated June 6, 2023 3. Variance Application with attachments 4. Public Hearing Notice Memorandum To: City Council From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Date: July 17, 2023 Subject: PZC 2023-04-Trinity Church Signs (Sign Variances) Ordinance No. 2023-____ Page 1 Ordinance No. 2023-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, GRANTING SIGN VARIANCES FOR THE PROPERTY LOCATED AT 2505 BOOMER LANE (Trinity Church United Methodist) 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”) presents a particular hardship; and, WHEREAS, Trinity Church United Methodist (the “Applicant”), requested to increase the height of a monument sign from five (5) feet to seven (7) feet and increase the maximum sign area for a message board sign from fifty (50) percent to fifty-four (54) percent which is not permitted pursuant to Section 10-20-8-A-1 of the Zoning Ordinance; and, WHEREAS, The Applicant requested to increase the number of permitted monument signs from one (1) to two (2) and to increase the maximum height of a monument sign from five (5) feet to five-feet and three inches (5’3”) which is not permitted pursuant to Section 10-20-8- A-1 of the Zoning Ordinance; and, WHEREAS, The Applicant requested to permit a banner sign as a temporary sign in the residential district according to the standards set in Section 10-20-9-B of the Zoning Ordinance which is not permitted pursuant to Section 10-20-8-A-1 of the Zoning Ordinance; and, Ordinance No. 2023-____ Page 2 WHEREAS, the Planning and Zoning Commission of the City conducted a public hearing on July 12, 2023, pursuant to notice published on June 23, 2023, in accordance with the State statutes and the ordinances of the City; and, WHEREAS, the Planning and Zoning Commission made written Findings of Fact that the variations meet the standards in Section 10-4-7C and Section 10-20-13 of the Zoning Ordinance and recommended that the variances 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: Section 1. That this Ordinance shall apply to the Subject Property legally described as: SEC 21-37-7 COM C/L CANNONBALL TR & C/L BOOMER LN, S ALG C/L BOOMER LN 618.84, W TO E ROW RT 47, N TO C/L CANNONBALL TR, E TO POB CITY OF YORKVILLE (EXC ROW TAKEN PER DOC 2022-10881) PIN: 02-21-176-003 Commonly known as: 2505 Boomer Lane, Yorkville, Illinois Section 2. That a variation pursuant to Section 10-20-08 of the Zoning Ordinance to increase the maximum allowable sign height in a residential district for a ground mounted sign from five (5) feet to seven (7) feet is hereby granted. Section 3. That a variation pursuant to Section 10-20-08 of the Zoning Ordinance to increase the maximum allowable sign area for a message board sign from fifty (50) percent to fifty-four (54) percent in a residential district for a ground mounted sign is hereby granted. Section 4. That a variation pursuant to Section 10-20-08 of the Zoning Ordinance to increase the number of permitted monument signs in a residential district from one (1) to two (2) is hereby granted. Ordinance No. 2023-____ Page 3 Section 5. That a variation pursuant to Section 10-20-08 of the Zoning Ordinance to increase the maximum allowable sign height in a residential district for a ground mounted sign from five (5) feet to f0ve-feet and three inches (5’3”) feet is hereby granted. Section 6. That a variation pursuant to Section 10-20-08 of the Zoning Ordinance to permit a banner sign as a temporary sign in the residential district according to the standards set forth in Section 10-20-9-B is hereby granted. Section 7. That the sign shall be generally located as shown on the attached photograph and made a part hereof as Exhibit A. Section 8. 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 EXHIBIT A SUMMARY: The applicant, Trinity Church United Methodist (Trinity Church), is requesting sign variance approval to move their three (3) existing nonconforming onsite signs to new locations on the property due to the future widening of Bridge Street by the Illinois Department of Transportation (IDOT). Prior to IDOT’s acquisition of the land along the western boundary of the property located at 2505 Boomer Lane, the church had three (3) legally nonconforming signs on their property: a monument sign with a manual changeable copy area for the church; a pole sign for the preschool; and a banner sign/post for seasonal banners. The church submitted a sign permit application to the City to move and update these signs at the end of 2022 and were denied, as they did not meet the current standards of the code. The signs were later permitted to be moved, but as a condition of their sign permit, they are now defined as nonconforming and subject to the City’s 5- year amortization schedule for removal. Therefore, Trinity Church is requesting variances for each sign to allow them to stay in their new locations without having to ever be removed. PROPERTY BACKGROUND: Trinity Church, located at 2505 Boomer Lane, is on an approximately nine (9) acre lot consisting of the existing religious institution, a playground, and parking lot on site. The church also operates the accessory Little Hands preschool. The property is located at the southeast corner of the Bridge Street and Cannonball Trail intersection just south of the Wrigley manufacturing plant. The western boundary of the property is adjacent to Bridge Street (IL Route 47) which is under the jurisdiction of IDOT. IDOT plans on widening this section of the roadway over the next few years and acquired land from the church at the end of 2022 for this purpose. Memorandum To: Planning and Zoning Commission From: Jason Engberg, Senior Planner CC: Krysti Barksdale-Noble, Community Development Director Date: June 6, 2023 Subject: PZC 2023-04 Trinity Church Signs (Sign Variances) Previous On-Site Signage ZONING: The subject property is currently zoned R-1 Single-Family Suburban Residence District. The following are the current immediate surrounding zoning and land uses: Zoning Land Use North M-1 Manufacturing District Wrigley Plant South A-1 Agricultural District (Kendall County) Detached Residence East R-2 Single-Family Traditional Residence District Blackberry North Subdivision West R-3 Residence District (Kendall County) Transportation Land Use Detached Homes IL Route 47 Currently, religious institutions are permitted as special uses within the R-1 Single-Family Suburban Residence District as stated in Section 10-6-0 of the Municipal Code. This requirement was added as part of the 2014 Zoning Ordinance update as religious institutions were permitted within all of the residential districts in all previous zoning ordinances. Trinity Church does not have special use authorization for their land use as the structure and use were established prior to the 2014 ordinance update. Therefore, they may continue to operate their church and accessory preschool without special use authorization. REQUESTS: The petitioner needed to move their existing signs to a different location on the remainder of the property as they were previously located within the area that IDOT acquired in 2022. The petitioner submitted a building permit application which was denied as the size, number and type of the three (3) signs did not meet the standards set forth in Section 10-20-8: Permitted signs; agricultural and residential zoning districts. Since the replacement and movement of these signs was due purely because of a government taking, the permit was eventually approved with conditions, as was previously done for other businesses along Route 47 and Route 34. The conditions of permit state that the newly installed signs are defined as nonconforming signs and are subject to the City’s 5-year amortization schedule for removal as stated in Section 10-15-4- C. The petitioner was notified that they could apply for a sign variance within this 5-year period to keep the signs erected indefinitely, if approved. The petitioner is proposing the following sign variations for their three (3) new signs: Monument Sign 1 Variation from Section 10-20-8-A-1 to increase the maximum height of a monument sign from five (5) feet to seven (7) feet and increase the maximum sign area for a message board sign from fifty (50) percent to fifty-four (54) percent. Monument Sign 2 Variation from Section 10-20-8-A-1 to increase the number of permitted monument signs from one (1) to two (2) and to increase the maximum height of a monument sign from five (5) feet to five-feet and three inches (5’3”) Banner Sign Variation from Section 10-20-8-B to permit a banner sign as a temporary sign in the residential district according to the standards set in Section 10-20-9-B. In addition to meeting all other standards of the ordinance regarding signage, the petitioner has brought Monument Sign 2 for the accessory preschool into conformance with the ground mounted signage standards. The previous sign was a legally nonconforming pole sign and this new sign will be a conforming monument sign with a masonry base. STAFF COMMENTS: Staff is supportive of the sign variance requests as they are a direct result from a state government taking and have created a hardship for this property owner who did not want to move their signage. STANDARDS FOR GRANTING A VARIANCE: The Petitioner’s request for relief of the Zoning Ordinance regulations are based upon the following standards (Section 10-4-7-C): 1. Because of the particular physical surroundings, shape or topographical conditions of the specific property involved, a particular hardship to the owner would result, as distinguished from a mere inconvenience, if the strict letter of the regulations was carried out. 2. The conditions upon which the petition for a variation is based are unique to the property for which the variation is sought and are not applicable, generally, to other property within the same zoning classification. 3. The alleged difficulty or hardship is caused by this title and has not been created by any person presently having an interest in the property. 4. The granting of the variation will not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property is located. 5. The proposed variation will not impair an adequate supply of light and air to adjacent property, or substantially increase the congestion in the public streets, or increase the danger to the public safety, or substantially diminish or impair property values within the neighborhood. 6. The proposed variation is consistent with the official comprehensive plan and other development standards and policies of the city. In addition to the procedures and standards listed above regarding variations from the requirements, the following factors regarding sign variance requests apply: 1. If the sign was erected legally with a sign permit. 2. If there are any unique physical characteristics of the property. 3. If there are limited available locations for signage on the property. 4. The cost to the applicant of complying with the requirements of this chapter. 5. If the sign is on or faces a street with a forty (40) mile per hour or higher speed limit. 6. If the sign is on a street with twenty thousand (20,000) or higher vehicle trips per day. 7. If the sign would be blocked by existing or required landscaping. 8. If it is a wall sign facing a public right of way without a public entrance. The petitioner has provided written responses to these findings as part of their application (see attached) and requests inclusion of those responses into the public record at the July 12, 2023 Planning and Zoning Commission meeting. PROPOSED MOTION: In consideration of testimony presented during a Public Hearing on July 12, 2023 and approval of the findings of fact, the Planning and Zoning Commission recommends approval of a request to vary the sign regulations contained in Section 10-20-8-A-1 and Section 10-20-8-B of the United City of Yorkville Zoning Ordinance as stated in a staff memorandum dated June 6, 2023 for the property commonly known as 2505 Boomer Lane and further subject to {insert any additional conditions from the Planning and Zoning Commission}… ATTACHMENTS: 1. Sign Variance Application with attachments 2. Sign Permit Applications APPLICATION FOR SIGN VARIANCE United City of Yorkville 800 Game Farm Road Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fa x: 630-553-7575 Website: www.yorkville.il.us INTENT AND PURPOSE The purpose of a variance is to provide relief from certain regulations of the zoning ordinance to permit the use of land in a way that is not otherwise permitted under the ordinance. A variance is granted when the terms of the zoning ordinance, if literally applied, would create an unreasonable hardship on the landowner, making the property virtually useless. This packet explains the process to successfully submit and complete an Application for a Sign Variance Request. It includes a detailed description of the process, outlines required submittal materials, and contains the application for variance. For a complete explanation of what is legally required throughout the Variance Request process, please refer to “Title 10, Chapter 4, Section 7 Variations” of the Yorkville, Illinois City Code. APPLICATION PROCEDURE STEP1 APPLICATION SUBMITTAL SUBMIT APPLICATION, FEES, AND PLANS TO THE COMMUNITY DEVELOPMENT DEPT. The following must be submitted: One (1) original signed and notarized application. Legal description of the property in Microsoft Word. Three (3) copies each of exhibits, proposed drawings, location map, and site plan. All exhibits and plans must be an appropriate size for all details and descriptions to be legible.  $SSURSULDWH DSSOLFDWLRQ DQG ÀOLQJ IHH &KHFNV PD\ EH ZULWWHQ WR WKH 8QLWHG &LW\ RI <RUNYLOOH Signed Applicant Deposit Account/Acknowledgment of Financial Responsibility form. One (1) electronic copy (PDF) of all materials submitted including application and exhibits. Within one (1) week of submittal, the Community Development Department will determine if the application is complete or if additional information is needed. An incomplete submittal could delay the scheduling of the project. The petitioner is responsible for payment of recording fees and public hearing costs, including written transcripts of the public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). The petitioner will be required to establish a deposit account with the City to cover these fees. 2QFH D VXEPLWWHG DQG FRPSOHWH &RPPXQLW\ 'HYHORSPHQW VWD੔ ZLOO SURYLGH D WHQWDWLYH VFKHGXOH RI meetings as well as all needed documents for the process. The petitioner must present the proposed request to the Plan Council. The members of the Council LQFOXGH WKH &RPPXQLW\ 'HYHORSPHQW 'LUHFWRU &LW\ (QJLQHHU WKH %XLOGLQJ 'HSDUWPHQW 2੕FLDO WKH Public Works Director, the Director of Parks and Recreation, a Fire Department Representative, and a Police Department Representative. This meeting is held to provide the petitioner with guidance from DOO &LW\ VWD੔ GHSDUWPHQWV WR HQVXUH WKH SHWLWLRQHU LV DZDUH RI DOO UHTXLUHPHQWV DQG UHJXODWLRQV IRU WKHLU GHYHORSPHQW 8SRQ UHFRPPHQGDWLRQ E\ WKH 3ODQ &RXQFLO WKH SHWLWLRQHU ZLOO PRYH IRUZDUG WR WKH Economic Development Committee. STEP2 PLAN COUNCIL MEETS ON THE 2ND & 4TH THURSDAY OF THE MONTH 7KLVVWHSLVGHSHQGHQWRQWKHFRPSOH[LW\RIWKHUHTXHVWDQGPD\EHVNLSSHGDWWKHGLVFUHWLRQRIVWDଉ APPLICATION FOR SIGN VARIANCE United City of Yorkville 800 Game Farm Road Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fa x: 630-553-7575 Website: www.yorkville.il.us The petitioner must present the proposed request to the Economic Development Committee. The committee consists of four alderman who will provide feedback to the petitioner regarding their request. This feedback allows the petitioner to gather comments and concerns prior to full City Council considerations. It also allows the City Council members to review the request prior to its arrival at City Council. STEP3 ECONOMIC DEVELOPMENT COMMITTEE MEETS ON THE 1ST TUESDAY OF THE MONTH The petitioner will attend and present their request at a public hearing conducted by the Planning and Zoning Commission. The Planning and Zoning Commission will conduct a public hearing on the request, take public comments, discuss the request, and make a recommendation to City Council. 7KH SHWLWLRQHU LV UHVSRQVLEOH IRU VHQGLQJ FHUWLÀHG SXEOLF KHDULQJ QRWLFHV WR DGMDFHQW SURSHUW\ RZQHUV ZLWKLQ ÀYH KXQGUHG  IHHW RI WKH VXEMHFW SURSHUW\ QR OHVV WKDQ ÀIWHHQ  GD\V DQG QR PRUH WKDQ WKLUW\ (30) days prior to the public hearing date. The public hearing notice will be drafted by the City as well as published in a local newspaper. Additionally, a public hearing notice sign must be placed on the property QR OHVV WKDQ ÀIWHHQ  GD\V SULRU WR WKH SXEOLF KHDULQJ $ FHUWLÀHG D੕GDYLW PXVW EH ÀOHG E\ WKH SHWLWLRQHU ZLWK WKH &RPPXQLW\ 'HYHORSPHQW 'HSDUWPHQW FRQWDLQLQJ WKH QDPHV DGGUHVVHV DQG SHUPDQHQW SDUFHO QXPEHUV RI DOO SDUWLHV WKDW ZHUH QRWLÀHG 7KH &HUWLÀHG 0DLOLQJ $੕GDYLW IRUP LV DWWDFKHG WR WKLV GRFXPHQW STEP4 PLANNING & ZONING COMMISSION MEETS ON THE 2ND WEDNESDAY OF THE MONTH The petitioner will attend the City Council meeting where the recommendation of the variance will be FRQVLGHUHG &LW\ &RXQFLO ZLOO PDNH WKH ÀQDO DSSURYDO RI WKH YDULDQFH ,I DSSURYHG &LW\ VWD੔ ZLOO KDYH D drafted ordinance to be signed by the Council and must be recorded with the County Clerk before any further steps may be taken by the petitioner. STEP5 CITY COUNCIL MEETS ON THE 2ND & 4TH TUESDAY OF THE MONTH SUMMARY OF RESPONSIBILITIES Below is a summary breakdown of what will be required by the petitioner and what will be completed by the City: Signed and Notarized Application Required Plans, Exhibits, and Fees  &HUWLÀHG 0DLOLQJ RI 3XEOLF 1RWLFH  6LJQHG &HUWLÀHG $੕GDYLW RI 0DLOLQJV Attendance at All Meetings Detailed Schedule After Complete Submission Public Hearing Notice Language Posting of the Public Notice in a Local Newspaper Public Hearing Sign Application Draft Ordinance & Signatures for RecordingPETITIONERCITY STAFF APPLICATION FOR SIGN VARIANCE United City of Yorkville 800 Game Farm Road Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fa x: 630-553-7575 Website: www.yorkville.il.us DORMANT APPLICATIONS The Community Development Director shall determine if an application meets or fails to meet the submission requirements. If the Director determines that the application is incomplete it will become dormant under these circumstances: •7KH DSSOLFDQW KDV EHHQ QRWLÀHG RI VXFK GHÀFLHQFLHV DQG KDV QRW UHVSRQGHG RU SURYLGHG D WLPH OLQH IRU FRPSOHWLQJ WKH DSSOLFDWLRQ ZLWKLQ QLQHW\  GD\V IURP WKH WLPH RI QRWLÀFDWLRQ • The applicant has not responded in writing to a request for information or documentation from the initial planning and zoning commission review within six (6) months from the date of that request. • The applicant has not responded to a request for legal or engineering deposit replenishment for city incurred costs and fees within ninety (90) days from the date of the request. If the Community Development Director has sent the required notice and the applicant has not withdrawn their application or brought it into compliance, then the director shall terminate the application. After termination, the application shall not be UHFRQVLGHUHG H[FHSW DIWHU WKH ÀOLQJ RI D FRPSOHWHO\ QHZ DSSOLFDWLRQ :LWKGUDZDO RU WHUPLQDWLRQ RI DQ DSSOLFDWLRQ VKDOO QRW D੔HFW WKH DSSOLFDQW·V UHVSRQVLELOLW\ IRU SD\PHQW RI DQ\ FRVWV DQG IHHV RU DQ\ other outstanding debt owed to the city. The balance of any funds deposited with the city that is not needed to pay for costs and fees shall be returned to the applicant. (Ord. 2011-34, 7-26-2011) SAMPLE MEETING SCHEDULE MONTH 1 MONTH 2 MONTH 3 MONTH 4 Su M Tu W Th F Sa 12 3456789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Su M Tu W Th F Sa 1234567 8 9 1011121314 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Su M Tu W Th F Sa 1234567 8 9 1011121314 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Su M Tu W Th F Sa 12345 6789101112 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 City CouncilPlanning & Zoning Commission Public HearingEconomic Development CommitteePlan Council Meeting This is a sample of what a schedule may look like after submission. The Step 1 Submission must be completed before the Plan Council Meeting can be scheduled. This timeline represents an ideal schedule. Throughout the review process, there may be requests or changes to the submission requested by the committees which may delay the meeting schedule. As illustrated, there is a small amount of time between meeting dates and the deadline for updated materials to be submitted for review. Depending RQ WKH FRPSOH[LW\ DQG QDWXUH RI WKH UHTXHVW WKLV WLPHOLQH PD\ EH H[WHQGHG WR JLYH WKH SHWLWLRQHU DQG VWD੔ HQRXJK WLPH WR UHYLHZ requested updates to the submission. Public Notice Mailing WindowMeeting Date Updated Materials Submitted for Meeting APPLICATION FOR SIGN VARIANCE United City of Yorkville 800 Game Farm Road Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fa x: 630-553-7575 Website: www.yorkville.il.us INVOICE & WORKSHEET PETITION APPLICATION CONCEPT PLAN REVIEW Engineering Plan Review deposit $500.00 Total: $ AMENDMENT Annexation Plan Plat P.U.D. $500.00 $500.00 $500.00 $500.00 Total: $ ANNEXATION $250.00 + $10 per acre for each acre over 5 acres Total: $ ____________ - 5 = ____________ x $10 = ____________ + $250 = $ ____________ # of Acres Acres over 5 Amount for Extra Acres Total Amount REZONING $200.00 + $10 per acre for each acre over 5 acres Total: $ If annexing and rezoning, charge only 1 per acre fee; if rezoning to a PUD, charge PUD Development Fee - not Rezoning Fee ____________ - 5 = ____________ x $10 = ____________ + $200 = $ ____________ # of Acres Acres over 5 Amount for Extra Acres Total Amount SPECIAL USE $250.00 + $10 per acre for each acre over 5 acres Total: $ ____________ - 5 = ____________ x $10 = ____________ + $250 = $ ____________ # of Acres Acres over 5 Amount for Extra Acres Total Amount ZONING VARIANCE $85.00 + $500.00 outside consultants deposit Total: $ PRELIMINARY PLAN FEE $500.00 Total: $ PUD FEE $500.00 Total: $ FINAL PLAT FEE $500.00 Total: $ ENGINEERING PLAN REVIEW DEPOSIT Less than 1 acre Over 1 acre, less than 10 acres Over 10 acres, less than 40 acres Over 40 acres, less than 100 acres Over 100 acres $5,000.00 $10,000.00 $15,000.00 $20,000.00 $25,000.00 Total: $ OUTSIDE CONSULTANTS DEPOSIT Legal, land planner, zoning coordinator, environmental services Total: $ For Annexation, Subdivision, Rezoning, and Special Use: Less than 2 acres Over 2 acres, less than 10 acres Over 10 acres $1,000.00 $2,500.00 $5,000.00 TOTAL AMOUNT DUE: APPLICATION FOR SIGN VARIANCE United City of Yorkville 800 Game Farm Road Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fa x: 630-553-7575 Website: www.yorkville.il.us DATE: PZC NUMBER: DEVELOPMENT NAME: PETITIONER INFORMATION NAME: COMPANY: MAILING ADDRESS: CITY, STATE, ZIP: TELEPHONE: BUSINESS HOME EMAIL: FAX: PROPERTY INFORMATION NAME OF HOLDER OF LEGAL TITLE: IF LEGAL TITLE IS HELD BY A LAND TRUST, LIST THE NAMES OF ALL HOLDERS OF ANY BENEFICIAL INTEREST THEREIN: PROPERTY STREET ADDRESS: DESCRIPTION OF PROPERTY’S PHYSICAL LOCATION: CURRENT ZONING CLASSIFICATION: ZONING AND LAND USE OF SURROUNDING PROPERTIES NORTH: EAST: SOUTH: WEST: KENDALL COUNTY PARCEL IDENTIFICATION NUMBER(S) Trinity Church United Methodist 2505 Boomer Lane Yorkville, IL 60560 630-553-7645 bandjboyd@sbcglobal.net 630-553-3180 Northern Illinois Conference The United Methodist Church 2505 Boomer Lane Southeast corner of North Bridge Street and Cannonball Trail. Property access is at Boomer Lane. R-1 SINGLE-FAMILY SUBURBAN RESIDENCE DISTRICT M-1 LIMITED MANUFACTURING DISTRICT R-2 SINGLE-FAMILY TRADITIONAL RESIDENCE DISTRICT A-1 AGRICULTURAL DISTRICT (KENDALL COUNTY) R-3 RESIDENCE DISTRICT (KENDALL COUNTY) 02-21-176-002 ● APPLICATION FOR SIGN VARIANCE United City of Yorkville 800 Game Farm Road Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fa x: 630-553-7575 Website: www.yorkville.il.us ATTORNEY INFORMATION NAME: COMPANY: MAILING ADDRESS: CITY, STATE, ZIP: TELEPHONE: EMAIL: FAX: ENGINEER INFORMATION NAME: COMPANY: MAILING ADDRESS: CITY, STATE, ZIP: TELEPHONE: EMAIL: FAX: LAND PLANNER/SURVEYOR INFORMATION NAME: COMPANY: MAILING ADDRESS: CITY, STATE, ZIP: TELEPHONE: EMAIL: FAX: ATTACHMENTS PETITIONER MUST ATTACH A LEGAL DESCRIPTION OF THE PROPERTY TO THIS APPLICATION AND TITLE IT AS “EXHIBIT A”. PETITIONER MUST LIST THE NAMES AND ADDRESSES OF ANY ADJOINING OR CONTIGUOUS LANDOWNERS WITHIN FIVE HUNDRED (500) FEET OF THE PROPERTY THAT ARE ENTITLED NOTICE OF APPLICATION UNDER ANY APPLICABLE CITY ORDINANCE OR STATE STATUTE. ATTACH A SEPARATE LIST TO THIS APPLICATION AND TITLE IT AS “EXHIBIT B”. APPLICATION FOR SIGN VARIANCE United City of Yorkville 800 Game Farm Road Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fa x: 630-553-7575 Website: www.yorkville.il.us SIGN VARIANCE STANDARDS WAS THE SIGN ERECTED LEGALLY WITH A SIGN PERMIT? ARE THERE LIMITED AVAILABLE LOCATIONS FOR SIGNAGE ON THE PROPERTY? DOES THE SIGN FACE A STREET WITH A FORTY (40) MILE PER HOUR OR HIGHER SPEED LIMIT? IS THE SIGN ON A STREET WITH TWENTY THOUSAND (20,000) OR HIGHER VEHICLE TRIPS PER DAY? IS THE SIGN ON A WALL FACING A PUBLIC RIGHT-OF-WAY WITHOUT A PUBLIC ENTRANCE? WOULD THE SIGN BE BLOCKED BY EXISTING OR REQUIRED LANDSCAPING? PLEASE STATE THE VARIANCE REQUESTED AND THE CITY ORDINANCE INCLUDING THE SECTION NUMBERS TO BE VARIED: PLEASE STATE HOW THE PROPOSED VARIATION WILL NOT IMPAIR AN ADEQUATE SUPPLY OF LIGHT AND AIR TO ADJACENT PROPERTY, OR SUBSTANTIALLY INCREASE THE CONGESTION IN THE PUBLIC STREETS, OR INCREASE THE DANGER TO THE PUBLIC SAFETY, OR SUBSTANTIALLY DIMINISH OR IMPAIR PROPERTY VALUES WITHIN THE NEIGHBORHOOD: PLEASE CONFIRM THE PROPOSED VARIATION IS CONSISTENT WITH THE OFFICIAL COMPREHENSIVE PLAN AND OTHER DEVELOPMENT STANDARDS AND POLICIES OF THE CITY. YES NO YES YES YES YES YES NO NO NO NO NO ✔ ✔ ✔ ✔ ✔ ✔ 10-20-8-A(1) Permitted Signs; Agricultural and Residential Zoning Districts: Freestanding identification or business signs. Sign 1 - Increase maximum height from 5 feet to 7 feet; increase maximum sign area for a message board sign from 50% to 54% Sign 2 - Increase the number of permitted monument signs from one (1) to two (2); Increase the maximum height from 5 feet to 5 feet 3 inches. 10-20-8-B Temporary Signs Permit a banner sign as a temporary sign in the residential district according to the standards set in Section 10-20-9-B. Signs have been moved due to IDOT expansion and in conformance with their requirements. Parcel is large and signs will not impede any light or airflow. This variance is consistent with the comprehensive plan and meets the standards for commercial signage within Yorkville. APPLICATION FOR SIGN VARIANCE United City of Yorkville 800 Game Farm Road Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fa x: 630-553-7575 Website: www.yorkville.il.us SIGN VARIANCE STANDARDS PLEASE DESCRIBE THE COST TO THE PETITIONER OF COMPLYING WITH THE SIGN ORDINANCE REQUIREMENTS: IF THERE ARE ANY UNIQUE PHYSICAL CHARACTERISTICS OF THE PROPERTY, PLEASE DESCRIBE THEM BELOW: PLEASE STATE HOW THE GRANTING OF THE VARIATION WILL NOT BE DETRIMENTAL TO THE PUBLIC WELFARE OR INJURIOUS TO OTHER PROPERTY OR IM- PROVEMENTS IN THE NEIGHBORHOOD IN WHICH THE PROPERTY IS LOCATED: PLEASE STATE HOW THE PARTICULAR SURROUNDINGS, SHAPE OR TOPOGRAPHICAL CONDITIONS OF THE SPECIFIC PROPERTY INVOLVED, A PARTICULAR HARDSHIP TO THE OWNER WOULD RESULT, AS DISTINGUISHED FROM A MERE INCONVENIENCE, IF THE STRICT LETTER OF REGULATIONS WAS CARRIED OUT: Signs had to be moved due to IDOT right of way and IDOT required their placement where they are now located. Combining or changing the signs was never the church's intention as we were content with their location and function. No unique characteristics but IDOT needed the space where the original signs were located. Signs are in similar style and size to existing sings. A variation will not change what has previously been a complying use. The hardship we have faced is the taking by IDOT of our property for their use of Bridge Street widening. This has required us to move our signs against our will according to their specifications. APPLICATION FOR SIGN VARIANCE United City of Yorkville 800 Game Farm Road Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fa x: 630-553-7575 Website: www.yorkville.il.us SIGN VARIANCE STANDARDS PLEASE STATE HOW THE CONDITIONS UPON WHICH THE APPLICATION FOR A VARIATION IS BASED ARE UNIQUE TO THE PROPERTY FOR WHICH THE VARIATION IS SOUGHT AND ARE NOT APPLICABLE, GENERALLY, TO OTHER PROPERTY WITHIN THE SAME ZONING CLASSIFICATION: PLEASE STATE HOW THE ALLEGED DIFFICULTY OR HARDSHIP IS CAUSED BY THIS TITLE AND HAS NOT BEEN CREATED BY ANY PERSON PRESENTLY HAVING AN INTEREST IN THE PROPERTY: AGREEMENT I VERIFY THAT ALL THE INFORMATION IN THIS APPLICATION IS TRUE TO THE BEST OF MY KNOWLEDGE. I UNDERSTAND AND ACCEPT ALL REQUIREMENTS AND FEES AS OUTLINED AS WELL AS ANY INCURRED ADMINISTRATIVE AND PLANNING CONSULTANT FEES WHICH MUST BE CURRENT BEFORE THIS PROJECT CAN PROCEED TO THE NEXT SCHEDULED COMMITTEE MEETING. I UNDERSTAND ALL OF THE INFORMATION PRESENTED IN THIS DOCUMENT AND UNDERSTAND THAT IF AN APPLICATION BECOMES DORMANT IT IS THROUGH MY OWN FAULT AND I MUST THEREFORE FOLLOW THE REQUIREMENTS OUTLINED ABOVE. PETITIONER SIGNATURE DATE OWNER SIGNATURE DATE OWNER HEREBY AUTHORIZES THE PETITIONER TO PURSUE THE APPROPRIATE ENTITLEMENTS ON THE PROPERTY. THIS APPLICATION MUST BE NOTARIZED PLEASE NOTARIZE HERE: This is a result of the IDOT taking. The signs were considered legally nonconforming by the code as they were installed prior to the current standards. The only reason for moving the signs was due to the IDOT taking. Also, we are a non residential use within the R-1 district and are not a dwelling. 3-29-2023 APPLICANT DEPOSIT ACCOUNT/ ACKNOWLEDGMENT OF FINANCIAL RESPONSIBILITY United City of Yorkville 800 Game Farm Road Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 We bsite: www.yorkville.il.us PRINT NAME SIGNATURE* TITLE DATE PROJECT NAME: FUND ACCOUNT NUMBER: PROPERTY ADDRESS: PETITIONER DEPOSIT ACCOUNT FUND: It is the policy of the United City of Yorkville to require any petitioner seeking approval on a project or entitlement request to establish a Petitioner Deposit Account Fund to cover all actual expenses occurred as a result of processing such applications and requests. Typical requests requiring the establishment of a Petitioner Deposit Account Fund include, but are not limited to, plan review of development approvals/engineering permits. Deposit account funds may also be used to cover costs for services related to legal fees, engineering and other plan reviews, processing of other governmental applications, recording fees and other outside coordination and consulting fees. Each fund account is established with an initial deposit based upon the estimated cost for services provided in the INVOICE & WORKSHEET PETITION APPLICATION. This initial deposit is drawn against to pay for these services related to the project or request. Periodically throughout the project review/approval process, the Financially Responsible Party will receive an invoice reflecting the charges made against the account. At any time the balance of the fund account fall below ten percent (10%) of the original deposit amount, the Financially Responsible Party will receive an invoice requesting additional funds equal to one-hundred percent (100%) of the initial deposit if subsequent reviews/fees related to the project are required. In the event that a deposit account is not immediately replenished, review by the administrative staff, consultants, boards and commissions may be suspended until the account is fully replenished. If additional funds remain in the deposit account at the completion of the project, the city will refund the balance to the Financially Responsible Party. A written request must be submitted by the Financially Responsible Party to the city by the 15th of the month in order for the refund check to be processed and distributed by the 15th of the following month. All refund checks will be made payable to the Financially Responsible Party and mailed to the address provided when the account was established. ACKNOWLEDGMENT OF FINANCIAL RESPONSIBILITY NAME: COMPANY: MAILING ADDRESS: CITY, STATE, ZIP: TELEPHONE: EMAIL: FAX: FINANCIALLY RESPONSIBLE PARTY: I acknowledge and understand that as the Financially Responsible Party, expenses may exceed the estimated initial deposit and, when requested by the United City of Yorkville, I will provide additional funds to maintain the required account balance. Further, the sale or other disposition of the property does not relieve the individual or Company/Corporation of their obligation to maintain a positive balance in the fund account, unless the United City of Yorkville approves a Change of Responsible Party and transfer of funds. Should the account go into deficit, all City work may stop until the requested replenishment deposit is received. *The name of the individual and the person who signs this declaration must be the same. If a corporation is listed, a corporate officer must sign the declaration (President, Vice- President, Chairman, Secretary or Treasurer) INITIAL ENGINEERING/LEGAL DEPOSIT TOTALS ENGINEERING DEPOSITS: Up to one (1) acre Over one (1) acre, but less than ten (10) acres Over ten (10) acres, but less than forty (40) acres Over forty (40) acres, but less than one hundred (100) In excess of one hundred (100.00) acres $5,000 $10,000 $15,000 $20,000 $25,000 LEGAL DEPOSITS: Less than two (2) acres Over two (2) acres, but less than ten (10) acres Over ten (10) acres $1,000 $2,500 $5,000 CERTIFIED MAILING AFFIDAVIT STATE OF ILLINOIS ) ) SS COUNTY OF KENDALL ) I/We, ________________________, petitioner, being first duly sworn, do hereby state under oath that to the best of my knowledge the attached list is a true, correct and complete list of all permanent parcel numbers, and names and addresses of owners, of all lots and parts of lots located within 500 feet (exclusively of any public streets and alleys) of the property legally described on the attached application for annexation, rezoning, special use permit, planned unit development, variation, or other zoning amendment. I further state that said list was obtained from the current tax rolls of the Kendall County Treasurer’s Office. I further state that I mailed by U.S. Certified Mail, Return Receipt Requested, a copy of the Public Notice of Public Hearing before the United City of Yorkville Planning and Zoning Commission for the Public Hearing held on Wednesday, _______________, at the United City of City Council Chambers, Yorkville, Illinois. The notice was mailed to the attached list of all of the permanent parcel numbers and names and addresses of owners at the U.S. Post office on _______________________, 20_____. ________________________________ Signature of Petitioner(s) Subscribed and sworn to before me this ________ day of _______________, 20______ ______________________________________ Notary Public PERMIT NUMBER: DATE/TIME RECEIVED: SITE ADDRESS: PARCEL NUMBER: SUBDIVISION: LOT/UNIT: APPLICANT INFORMATION NAME: TELEPHONE: HOME BUSINESS ADDRESS: E-MAIL: HOME BUSINESS CITY, STATE, ZIP: FAX: SIGN INFORMATION DATE OF PICK UP: NUMBER OF SIGNS: DATE OF PUBLIC HEARING: SIGN RETURN DATE: The undersigned hereby states that they have acquired Public Hearing Signs from the United City of Yorkville’s Community Development Department and agrees to return said sign/s to Yorkville City Hall, 800 Game Farm Road, Yorkville, Illinois, immediately following the date of the public hearing. Petitioner or Representative agrees to pay to the United City of Yorkville a deposit of $50 for each sign. The deposit will be returned to the petitioner when the public hearing sign/s have been returned to the City. Petitioner or Representative further agrees to pay to the United City of Yorkville the full amount of the purchase price for each sign not returned to the United City of Yorkville within seven (7) days after the date of the public hearing. ___________________________________________________________________________ __________________________________ SIGNATURE/AUTHORIZED AGENT DATE DATE RETURNED: _____________________________________________________ RECEIVED BY: _______________________________________________________ PZC# ______________________________ APPLICATION FOR PUBLIC HEARING SIGN 800 Game Farm Road Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 We bsite: www.yorkville.il.us Prairie South District Rev. Dr. Brian Gilbert District Superintendent 303 East Wacker Drive, Suite 2020, Chicago, IL 60601 312-346-9766Ext: 782; bgilbert@umcnic.org 0DUFK2023 7R:KRPHYHU,W0D\&RQFHUQ ,DPZULWLQJ\RXDVWKH'LVWULFW6XSHULQWHQGHQWIRUWKH1RUWKHUQ,OOLQRLV&RQIHUHQFHDVVLJQHGWR SURYLGHVXSHUYLVRU\RYHUVLWHIRU7ULQLW\8QLWHG0HWKRGLVW&KXUFKLQ<RUNYLOOHRQEHKDOIRIRXU $QQXDO&RQIHUHQFH%RE%R\GLVDGXO\HOHFWHGWUXVWHHRI7ULQLW\<RUNYLOOH80&DQGKDV SHUPLVVLRQWRVHHNDVLJQYDULDQFHZLWKWKHWRZQVKLSRQEHKDOIRIWKHFKXUFK ,I\RXKDYHDQ\TXHVWLRQVRUFRQFHUQVSOHDVHFRQWDFWHLWKHU%RE%R\GRUP\VHOI *UDFHDQGSHDFH Rev. Dr. Brian Gilbert Prairie South District Superintendent Northern Illinois Conference www.umcnic.org The United Methodist Church www.umc.org PUBLIC NOTICE NOTICE OF PUBLIC HEARING BEFORE THE UNITED CITY OF YORKVILLE PLANNING & ZONING COMMISSION PZC 2023-04 NOTICE IS HEREWITH GIVEN THAT Trinity Church United Methodist, petitioner, has filed an application with the United City of Yorkville, Kendall County, Illinois, requesting sign variance approvals to permit the following variations from Section 10-20-8-A-1 of the Yorkville Municipal Code: 1. Increase the maximum height of a monument sign from five (5) feet to seven (7) feet; and 2. Increase the maximum sign area for a message board sign from fifty (50) percent to fifty-four (54) percent; and 3. Increase the number of permitted monument signs from one (1) to two (2); and 4. Increase the maximum height of a monument sign from five (5) feet to five-feet and three inches (5’3”) Additionally, the petitioner is seeking approval to vary the regulations set forth in Section 10-20-8-B of the Yorkville Municipal Code to permit a banner sign as a temporary sign in the residential district according to the standards set in Section 10-20-9-B. The real property is located at 2505 Boomer Lane, Yorkville, Illinois and is generally located at the southeast corner of the Bridge Street and Cannonball Trail intersection. The legal description is as follows: SEC 21-37-7 COM C/L CANNONBALL TR & C/L BOOMER LN, S ALG C/L BOOMER LN 618.84, W TO E ROW RT 47, N TO C/L CANNONBALL TR, E TO POB CITY OF YORKVILLE (EXC ROW TAKEN PER DOC 2022-10881) PIN: 02-21-176-003 Address: 2505 Boomer Lane NOTICE IS HEREWITH GIVEN THAT the Planning and Zoning Commission for the United City of Yorkville will conduct a public hearing on said application on Wednesday, July 12, 2023 at 7:00 pm at the United City of Yorkville, City Council Chambers, located at 651 Prairie Pointe Drive, Yorkville, Illinois 60560. The public hearing may be continued from time to time to dates certain without further notice being published. Application and information materials regarding this notice are available for public review and any questions or written comments should be addressed to the United City of Yorkville Community Development Department, City Hall, 651 Prairie Pointe Drive, Yorkville, Illinois. All interested parties are invited to attend the public hearing and will be given an opportunity to be heard. By order of the Corporate Authorities of the United City of Yorkville, Kendall County, Illinois. Jori Behland Deputy City Clerk Print using Adobe® Reader®'s "Actual size" setting r150 1/1 6/7/2023 10:30:06 AM Print using Adobe® Reader®'s "Actual size" setting r150 1/1 6/7/2023 10:30:07 AM 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 – July 25, 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 it will be issued as a supplemental packet or as a handout at the meeting. 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 – July 25, 2023 None Informational Bart Olson Administration Name Department