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City Council Packet 2022 05-10-22 AGENDA CITY COUNCIL MEETING Tuesday, May 10, 2022 7:00 p.m. City Hall Council Chambers 800 Game Farm Road, 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 Jason Peterson Establishment of Quorum: Amendments to Agenda: Presentations: Public Hearings: Citizen Comments on Agenda Items: Consent Agenda: 1. Minutes of the Regular City Council – April 12, 2022 2. Minutes of the Regular City Council – April 26, 2022 3. Bill Payments for Approval $ 662,756.81 (vendors – FY 22) $ 61,284.36 (vendors – FY 23) $ 361,395.30 (payroll period ending 04/29/2022) $ 1,085,436.47 (total) Mayor’s Report: 1. CC 2022-05 Ordinance Approving an Agreement by and Among the United City of Yorkville, Yorkville-Bristol Sanitary District and Illinois Greenhouse, LLC (Bright Farms) 2. CC 2022-18 Resolution Approving the Purchase of a 2022 Ford Escape for the Parks & Recreation Department Public Works Committee Report: Economic Development Committee Report: Public Safety Committee Report: United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us City Council Agenda May 10, 2022 Page 2 Administration Committee Report: Park Board: Planning and Zoning Commission: City Council Report: City Clerk’s Report: Community and Liaison Report: Staff Report: Mayor’s Report (cont’d): 3. CC 2021-04 City Buildings Updates 4. CC 2021-38 Water Study Update Additional Business: Citizen Comments: Executive Session: 1. For collective negotiating matters between the public body and its employees or their representatives, or deliberations concerning salary schedules for one or more classes of employees. Adjournment: COMMITTEES, MEMBERS AND RESPONSIBILITIES ADMINISTRATION: May 18, 2022 – 6:00 p.m. – City Hall Conference Room Committee Departments Liaisons Chairman: Alderman Soling Finance Library Vice-Chairman: Alderman Funkhouser Administration Committee: Alderman Transier Committee: Alderman Tarulis ECONOMIC DEVELOPMENT: June 7, 2022 – 6:00 p.m. – City Hall Conference Room Committee Departments Liaisons Chairman: Alderman Peterson Community Development Planning & Zoning Commission Vice-Chairman: Alderman Koch Building Safety & Zoning Kendall Co. Plan Commission Committee: Alderman Plocher Committee: Alderman Funkhouser City Council Agenda May 10, 2022 Page 3 COMMITTEES, MEMBERS AND RESPONSIBILITIES cont’d: PUBLIC SAFETY: July 7, 2022 – 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 Marek PUBLIC WORKS: May 17, 2022 – 6:00 p.m. – City Hall Conference Room Committee Departments Liaisons Chairman: Alderman Marek Public Works Park Board Vice-Chairman: Alderman Plocher Engineering YBSD Committee: Alderman Koch Parks and Recreation Committee: Alderman Peterson UNITED CITY OF YORKVILLE WORKSHEET CITY COUNCIL Tuesday, May 10, 2022 7:00 PM CITY COUNCIL CHAMBERS ---------------------------------------------------------------------------------------------------------------------------------------- AMENDMENTS TO AGENDA: ---------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS ON AGENDA ITEMS: ----------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- CONSENT AGENDA: ----------------------------------------------------------------------------------------------------------------------------------------- 1. Minutes of the Regular City Council – April 12, 2022 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. Minutes of the Regular City Council – April 26, 2022 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 3. Bill Payments for Approval □ Approved ________ □ As presented □ As amended □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ---------------------------------------------------------------------------------------------------------------------------------------- MAYOR’S REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- 1. CC 2022-05 Ordinance Approving an Agreement by and Among the United City of Yorkville, Yorkville- Bristol Sanitary District and Illinois Greenhouse, LLC (Bright Farms) □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. CC 2022-18 Resolution Approving the Purchase of a 2022 Ford Escape for the Parks & Recreation Department □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- MAYOR’S REPORT (CONT’D): ----------------------------------------------------------------------------------------------------------------------------------------- 3. CC 2021-04 City Buildings Updates □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 4. CC 2021-38 Water Study Update □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS: ----------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: ----------------------------------------------------------------------------------------------------------------------------------------- Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Consent Agenda #1 Tracking Number Minutes of the Regular City Council – April 12, 2022 City Council – May 10, 2022 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, 800 GAME FARM ROAD ON TUESDAY, APRIL 12, 2022 Mayor Purcell called the meeting to order at 7:00 p.m. and led the Council in the Pledge of Allegiance. Mayor Purcell stated that he has determined that under the Governor’s orders the meeting can be held with electronic attendance for the safety of the council members and the public and to help prevent the spread of the coronavirus. ROLL CALL City Clerk Behland called the roll. Ward I Koch Present Transier Present Ward II Plocher Present Soling Present Ward III Funkhouser Present Marek Absent Ward IV Tarulis Present Peterson Present Staff in attendance at City Hall: City Clerk Behland, City Administrator Olson, Chief of Police Jensen, Attorney Orr, Public Works Director Dhuse, Community Development Director Barksdale-Noble, Finance Director Fredrickson, Parks and Recreation Director Evans, Assistant City Administrator Willrett, Attorney Gardiner, and EEI Engineer Sanderson. Clerk’s Note: Due to COVID-19, in accordance with Public Act 101-0640 and Gubernatorial Disaster Proclamation issued by Governor Pritzker pursuant to the powers vested in the Governor under the Illinois Emergency Management Act, the United City of Yorkville encouraged social distancing by allowing remote attendance to the City Council meeting. Members of the public were able to attend this meeting in person while practicing social distancing 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/83815654678?pwd=MXVrOFlIMHlKWVVUR1pYaG55NnN3dz09. The Zoom meeting ID was 838 1565 4678. QUORUM A quorum was established. AMENDMENTS TO THE AGENDA None. PRESENTATIONS Yorkville Christian High School Wrestling Team Class 1A IHSA State Championship Mayor Purcell presented a certificate of recognition to the Yorkville Christian High School Wrestling Team for their Class 1A IHSA State Championship. Yorkville Christian High School Basketball Team Class 1A IHSA State Championship Mayor Purcell presented a certificate of recognition to the Yorkville Christian High School Basketball Team for their Class 1A IHSA State Championship. PUBLIC HEARINGS 1. Ordinance Approving the Second Amendment to the Annexation and Planned Unit Development Agreement for a Portion of the Windmill Farms Development (BW Properties Holdings, LLC/Bricolage Wellness PLLC) Please see attached transcript from the court reporter regarding the public hearing portion of the meeting. The Minutes of the Regular Meeting of the City Council – April 12, 2022 – Page 2 of 4 CITIZEN COMMENTS ON AGENDA ITEMS Michael Svanovick, a resident that lives on River Road, addressed the Council with concerns about Bright Farms. Mr. Svanovick is worried for people on wells in the area Bright Farms is proposing their well. CONSENT AGENDA 1. Minutes of the Regular City Council – March 8, 2022 2. Bill Payments for Approval $ 1,227,481.71 (vendors) $ 134,486.59 (wire payments) $ 667,885.46 (payroll period ending 3/18/2022 &04/01/2022) $ 2,029,853.76 (total) Mayor Purcell entertained a motion to approve the consent agenda. So moved by Alderman Peterson; seconded by Alderman Funkhouser. Motion approved by a roll call vote. Ayes-7 Nays-0 Koch-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Peterson-aye REPORTS MAYOR’S REPORT Springfield Mayor Purcell shared that Administrator Olson, City Attorney Orr, some of the alderman, and himself attended the drive down to Springfield and met with Governor Pritzker. Mayor Purcell mentioned they discussed the water commission. Parks and Recreation Events Mayor Purcell asked Parks and Recreation Director Evans how the Easter Egg-Stravaganza went on Saturday, April 2nd. Director Evans said they had 425 participants in the Yorkville High School gym. Mayor Purcell thanked the staff and school district. Mayor Purcell also reminded everyone that Margaritas En Mayo would take place on Thursday, May 26th, in Downtown Yorkville and at Riverfront Park from 5:30 – 9:30 pm. Bright Farms (CC 2022-05) Administrator Olson reported on the Bright Farms draft development agreement and went through his memo that is within the packet. The final item within the agreement is regarding the building permit fees, which the City’s current estimate is more than $350,000. City staff is currently reviewing other towns’ permit fees, Bright Farms request for a fee reduction, and how much time we think it will take staff to plan, review, and inspect these buildings. Mr. Olson said they would later provide a more detailed update and recommendation to the City Council. Alderman Funkhouser requested not to take a significant cut on the building permit fees. Alderman Plocher requested to go with the bonding regarding Corniels Road. Alderman Transier agreed with the bonding and wants to hear more about the water impact of surrounding wells. Alderman Peterson agreed and would like to know more about the inspection fees. Alderman Soling would like to hear more about the recapturing of the water. City Engineer Sanderson said they reviewed Bright Farms' information and conducted an independent analysis of the data. Mr. Sanderson said the Bright Farms project would not affect the City’s wells in the area. There are three miles between the Bright Farms well and the closest City well. EEI anticipates three to four wells near the Bright Farms well that could possibly be affected, and they plan to go door to door to speak to the residents. Sean O’Neil with Bright Farms shared the well analysis and water update slides. (see attached) In the presentation, Mayor Purcell said it showed they would be using 75 million gallons per year at full build-out and wanted to know much of that is coming from rainwater or well water. Mr. O’Neil said the total they expect from rainwater would be roughly a quarter of the 75 million gallons. The other three quarters would be coming from the expected reused and recycled water. The Minutes of the Regular Meeting of the City Council – April 12, 2022 – Page 3 of 4 Ordinance 2022-12 Amending Title 3, Chapter 3 of the Code of Ordinances Amending a Liquor License Class (Microwinery/Winery) (CC 2022-13) Mayor Purcell entertained a motion to approve an Ordinance Amending Title 3, Chapter 3 of the Code of Ordinances amending a Liquor License Class (Microwinery/Winery) and authorize the Mayor and City Clerk to execute. So moved by Alderman Transier; seconded by Alderman Peterson. Alderman Funkhouser made a motion to amend letter “e” of the proposed code change to read e) permit a patron to remove one unsealed, partially consumed bottle of wine for off-premises consumption; seconded by Alderman Plocher. Motion to amend unanimously approved by a viva voce vote. Original Motion approved by a roll call vote. Ayes-7 Nays-0 Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Peterson-aye, Koch-aye PUBLIC WORKS COMMITTEE REPORT No report. ECONOMIC DEVELOPMENT COMMITTEE REPORT Aging-in-Community Memorandum of Understanding (EDC 2022-19) Alderman Peterson made a motion to approve the Memorandum of Understanding Between the Metropolitan Mayors Caucus, Planning/Aging, and Yorkville for Aging in a Changing Region and authorize the Mayor and City Clerk to execute; seconded by Alderman Koch. Motion approved by a roll call vote. Ayes-7 Nays-0 Funkhouser-aye, Tarulis-aye Transier-aye, Soling-aye, Peterson-aye, Koch-aye, Plocher-aye PUBLIC SAFETY COMMITTEE REPORT No report. ADMINISTRATION COMMITTEE REPORT No report. PARK BOARD No report. PLANNING AND ZONING COMMISSION No report. 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) City Buildings Updates (CC 2021-04) City Administrator Olson stated construction has begun at the Prairie Pointe building. Updates will be forwarded as they come in. Water Study Update (CC 2021-38) City Administrator Olson shared with the Council that the bill did pass for representation on the DuPage Water Commission Board. The bill is now in front of the Governor for signature. The Minutes of the Regular Meeting of the City Council – April 12, 2022 – Page 4 of 4 Ordinance 2022-13 Approving the 2022-2023 Fiscal Budget for the United City of Yorkville (CC 2022-14) Mayor Purcell entertained a motion to approve an Ordinance Approving the 2022-2023 Fiscal Budget, incorporating budget adjustments #1 through #15 and authorize the Mayor and City Clerk to execute. So moved by Alderman Transier; seconded by Alderman Peterson. Motion approved by a roll call vote. Ayes-7 Nays-0 Tarulis-aye, Transier-aye, Soling-aye, Peterson-aye, Koch-aye, Plocher-aye, Funkhouser-aye ADDITIONAL BUSINESS None. CITIZEN COMMENTS Route 47 Alderman Koch asked about Route 47, and if there was any updated regarding how damaged the road is and how bad the patchwork was. City Administrator Olson said they should start restoration next week and finalize quickly after. EXECUTIVE SESSION Mayor Purcell entertained a motion to go into executive session for the following:  For litigation, when an action against, affecting, or on behalf of the particular public body has been filed and is pending before a court or administrative tribunal, or when the public body finds that an action is probable or imminent, in which case the basis for the finding shall be recorded and entered into the minutes of the closed meeting.  For the purchase or lease of real property for the use of the public body.  For the discussion of minutes of meetings lawfully closed under the Open Meetings Act, whether for purposes of approval by the body of the minutes or semi-annual review of the minutes. So moved by Alderman Plocher; seconded by Alderman Soling. Motion approved by a roll call vote. Ayes-7 Nays-0 Transier-aye, Soling-aye, Peterson-aye, Koch-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye, The City Council entered executive session at 8:57 p.m. The City Council returned to regular session at 9:40 p.m. ADJOURNMENT Mayor Purcell entertained a motion to adjourn the City Council meeting. So moved by Alderman Plocher; seconded by Alderman Peterson. Motion unanimously approved by a viva voce vote. Meeting adjourned at 9:41 p.m. Minutes submitted by: Jori Behland, City Clerk, City of Yorkville, Illinois 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com 1 UNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOIS CITY COUNCIL MEETING PUBLIC HEARING 800 Game Farm Road Yorkville, Illinois Tuesday, April 12, 2022 7 :00 p .m . 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com 2 PRESENT (in person and via Zoom): Mr. John Purcell, Mayor; Mr. Ken Koch, Alderman; Mr. Dan Transier, Alderman; Mr. Arden Joe Plocher, Mayor Pro-Tem; Mr. Craig Soling, Alderman; Mr. Chris Funkhouser, Alderman; Mr. Seaver Tarulis, Alderman; Mr. Jason Peterson, Alderman. ALSO PRESENT (in person and via Zoom): Mr. Bart Olson, City Administrator; Ms. Jori Behland, City Clerk; Ms. Erin Willrett, Assistant City Administrator; Ms. Kathleen Field-Orr, City Attorney; Mr. Brad Sanderson, City Engineer; Mr. Eric Dhuse, Public Works Director; Ms. Krysti Barksdale-Noble, Community Development Director; Mr. Rob Fredrickson, Finance Director; Mr. Tim Evans, Parks and Recreation Director; Chief James Jensen, Yorkville Police Department. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com City Council - Public Hearing - April 12, 2022 3 (WHEREUPON, the following proceedings were had in public hearing portion of the meeting:) MAYOR PURCELL: I will open now the public hearing for the ordinance to approve the Second Amendment to the Annexation and Planned Unit Development Agreement for a portion of the Windmill Farms Development, B W Properties Holdings, LLC, Bricolage -- I don't know if I pronounced that right -- Wellness, P LLC. Krysti, is this something you want to talk about at all? MS. NOBLE: Sure, I can do it now. MAYOR PURCELL: I know this is technically the public hearing, but tell us what it's about. MS. NOBLE: Windmill Farms is a subdivision that the City approved in 2006. It had a land plan attached to it for several parcels. The development never occurred and the developer at the time had not secured all the parcels, so there was never a final plat attached 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com City Council - Public Hearing - April 12, 2022 4 to the PUD plan, and all they had was the Annexation Agreement. This particular property is one of several properties that has changed hands since that time, and they are looking to establish a professional office setting within the existing single-family home that's there. The underlying zoning is B -3 . This property would go through the public hearing process to rezone it, and that's at tomorrow's Planning and Zoning Commission. Tonight's request is just for them to be removed from the land plan that's attached to it. MAYOR PURCELL: Excellent. So now that I have opened the public hearing, thank you for the comments, are there any members of the public here in person that would like to comment at this public hearing? (No response.) MAYOR PURCELL: Are there any members in Zoomland who would like to comment on the public hearing? (No response.) MAYOR PURCELL: This public hearing is 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com City Council - Public Hearing - April 12, 2022 5 now closed. Thank you very much. (Which were all the proceedings had in the public hearing portion of the meeting.) ---o 0 o --- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com City Council - Public Hearing - April 12, 2022 6 STATE OF ILLINOIS ) ) SS. COUNTY OF LASALLE ) I, Christine M. Vitosh, a Certified Shorthand Reporter, do hereby certify that I transcribed the proceedings had at the pubic hearing and that the foregoing, Pages 1 through 6, inclusive, is a true, correct and complete computer-generated transcript of the proceedings had at the time and place aforesaid. I further certify that my certificate annexed hereto applies to the original transcript and copies thereof, signed and certified under my hand only. I assume no responsibility for the accuracy of any reproduced copies not made under my control or direction. As certification thereof, I have hereunto set my hand this 13th day of April, A.D., 2022. Christine M. Vitosh, CSR Illinois CSR No. 084-002883 0 084-002883 [1] - 6:20 1 1 [1] - 6:6 12 [1] - 1:18 13th [1] - 6:17 2 2006 [1] - 3:19 2022 [2] - 1:18, 6:17 6 6 [1] - 6:6 7 7:00 [1] - 1:19 8 800 [1] - 1:14 A A.D [1] - 6:17 accuracy [1] - 6:14 Administrator [2] - 2:11, 2:14 aforesaid [1] - 6:9 Agreement [2] - 3:8, 4:2 Alderman [6] - 2:3, 2:4, 2:6, 2:7, 2:8, 2:9 ALSO [1] - 2:10 Amendment [1] - 3:7 Annexation [2] - 3:7, 4:2 annexed [1] - 6:10 applies [1] - 6:11 approve [1] - 3:6 approved [1] - 3:19 April [2] - 1:18, 6:17 Arden [1] - 2:5 Assistant [1] - 2:13 assume [1] - 6:13 attached [3] - 3:20, 3:24, 4:13 Attorney [1] - 2:15 B B-3 [1] - 4:8 Barksdale [1] - 2:18 Barksdale-Noble [1] - 2:18 Bart [1] - 2:11 Behland [1] - 2:12 Brad [1] - 2:16 Bricolage [1] - 3:10 BW [1] - 3:9 C certificate [1] - 6:10 certification [1] - 6:16 Certified [1] - 6:3 certified [1] - 6:12 certify [2] - 6:4, 6:10 changed [1] - 4:4 Chief [1] - 2:23 Chris [1] - 2:7 Christine [2] - 6:3, 6:20 CITY [2] - 1:6, 1:9 City [6] - 2:11, 2:12, 2:13, 2:15, 2:16, 3:19 Clerk [1] - 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BF test well (Ancell Layer) Most City of Yorkville wells sand and gravel wells 3 BrightFarms has worked with City’s engineers to ensure no net impact on City or area farms. • BrightFarms to notify 4 area wells that might be affected. • Will cover costs of lowering pumps if necessary. Existing sandstone well • BrightFarms likely to seek an additional well in the sand and gravel. Water is abundant, less energy to pump. • The same process will be followed, ensuring minimal impact. Additional Well 4 Conservative estimates of BrightFarms water balance – goal is water neutrality. 1 module (phase 1) 4 modules (full build-out) Plant Uptake 84,000 336,000 Process/Washdown 23,000 92,000 Cooling Tower Make-up 2,500 10,000 Domestic Water 5,800 23,200 Total Usage 115,300 461,200 Wastewater recycling 23,000 92,000 Rainwater capture (est)25,500 102,000 Condensate Recovery (transpiration)15,000 60,000 Condensate Recovery (boilers)TBD TBD Total Recycled 63,500 254,000 NET GALLONS/DAY 51,800 207,200 EXISTING CONDITION (GAL/YEAR) 72,000,000 BRIGHTFARMS TOTAL (GAL/YEAR) 75,628,000 Net Balance 3,628,000 Hybrid corn uses 600,000 gal/year/acre. Assumes corn gets all water from overburden as opposed to water that would otherwise run off Does not reflect water returned to the ground via stormwater detention (10 acres) and unutilized land (20 acres). Rainwater capture covers 2.5 acres. 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 – April 26, 2022 City Council – May 10, 2022 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, 800 GAME FARM ROAD ON TUESDAY, APRIL 26, 2022 Mayor Purcell called the meeting to order at 7:02 p.m. and led the Council in the Pledge of Allegiance. Mayor Purcell stated that he has determined that under the Governor’s orders the meeting can be held with electronic attendance for the safety of the council members and the public and to help prevent the spread of the coronavirus. ROLL CALL City Clerk Behland called the roll. Ward I Koch Present Transier Absent Ward II Plocher Present Soling Present Ward III Funkhouser Present Marek Present Ward IV Tarulis Absent Peterson Present Staff in attendance at City Hall: City Clerk Behland, City Administrator Olson, Chief of Police Jensen, Public Works Director Dhuse, Community Development Director Barksdale-Noble, Finance Director Fredrickson, Parks and Recreation Director Evans, Assistant City Administrator Willrett, and EEI Engineer Sanderson. Clerk’s Note: Due to COVID-19, in accordance with Public Act 101-0640 and Gubernatorial Disaster Proclamation issued by Governor Pritzker pursuant to the powers vested in the Governor under the Illinois Emergency Management Act, the United City of Yorkville encouraged social distancing by allowing remote attendance to the City Council meeting. Members of the public were able to attend this meeting in person while practicing social distancing 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/83270629713?pwd=WUNxRTJpWGVGSkdaWG5qMElmZG1Hdz09. The Zoom meeting ID was 832 7062 9713. QUORUM A quorum was established. AMENDMENTS TO THE AGENDA None. PRESENTATIONS Yorkville Intermediate School Recognizing School Resource Officer Goldsmith Heather Miragliotta and Scott Beavers, both teachers with the Yorkville Intermediate School, recognized Officer Goldsmith for his dedication to their after-school program. PUBLIC HEARINGS None. CITIZEN COMMENTS ON AGENDA ITEMS Groot Industries – New Citywide Refuse Service Provider Even though Groot Industries is not on tonight’s agenda, Mayor Purcell explained that he would still allow any residents to address the Council regarding this topic. Mayor Purcell introduced Kiel Pennington with Groot Industries, participating via Zoom to give an update on the rollout. Groot currently has all refuse carts and has multiple crews out delivering cans. Groot has promised everyone within the City should have their carts no later than Saturday. All seniors will be getting a 35-gallon cart during the initial delivery. Once everyone in the City has their cart, Groot will start exchanging carts with the requested The Minutes of the Regular Meeting of the City Council – April 26, 2022 – Page 2 of 4 size. Mr. Pennington said it should be a quick turnaround to swap them out. Alderman Peterson asked if people do not have cans by Monday and it’s their garbage day, will their bags still be picked up. Mr. Pennington clarified that they would grab everything these first few weeks, even if there were no stickers to help the transition. They will not grab items over 50 lbs. Alderman Funkhouser asked if Groot could push the $30 bin change fee out another month. Mr. Pennington explained that they have been waiving the $30 fee on a case-by-case basis. CONSENT AGENDA 1. Minutes of the Regular City Council – March 22, 2022 2. Bill Payments for Approval $ 664,209.21 (vendors) $ 327,282.83 (payroll period ending 4/15/2022) $ 991,492.04 (total) Mayor Purcell entertained a motion to approve the consent agenda. So moved by Alderman Peterson; seconded by Alderman Soling. Motion approved by a roll call vote. Ayes-6 Nays-0 Koch-aye, Plocher-aye, Funkhouser-aye, Soling-aye, Marek-aye, Peterson-aye REPORTS MAYOR’S REPORT Ordinance Approving an Agreement by and Among the United City of Yorkville, Yorkville-Bristol Sanitary District and Illinois Greenhouse, LLC (CC 2022-05) City Administrator Olson mentioned that everything is within the packet but the agreement. The agreement should hopefully be ready by the May 10th City Council meeting. City Administrator Olson explained that Corneils Road entrance had not been finalized. After discussion, the council agreed to change the contract to the 400’ at the entrance has to be done to receive an occupancy permit; then, three years after occupancy, the second part of the road needs to be finished, and a bond has to be put into place to cover the three years. Alderman Plocher asked about the shallow well. Mr. O’Neil mentioned they would have to come back to the City with that request and do the same process over again as they did with the deeper well. Alderman Funkhouser asked if the deeper well would work; why try a smaller well, and Mr. O’Neil said this could be a backup option, and the shallower the well, the less money and carbon footprint. Poppy Days Proclamation (CC 2022-15) Mayor Purcell proclaimed May 9 – 15, 2022, may serve as Poppy Awareness Days in the United City of Yorkville (see attached). Motorcycle Awareness Month Proclamation (CC 2022-16) Mayor Purcell proclaimed the month of May 2022 as Motorcycle Awareness Month in the United City of Yorkville (see attached). Appointments to Boards and Commission (PW 2022-17) Mayor Purcell entertained a motion to approve the Mayor’s appointments of Ryan Forristall to the Library Board to a term ending May 2025; Jackie Milschewski to the Library Board to a term ending May 2025; Keri Pesola to the Library Board to a term ending May 2025; Greg Millen to the Planning and Zoning and Commission to a term ending May 2026; Jeff Olson to the Planning and Zoning Commission to a term ending May 2026; and Richard Vinyard to the Planning and Zoning Commission to a term ending May 2026. So moved by Alderman Funkhouser; seconded by Alderman Marek. Motion approved by a roll call vote. Ayes-6 Nays-0 Plocher-aye, Funkhouser-aye, Soling-aye, Marek-aye, Peterson-aye Koch-aye PUBLIC WORKS COMMITTEE REPORT No report. The Minutes of the Regular Meeting of the City Council – April 26, 2022 – Page 3 of 4 ECONOMIC DEVELOPMENT COMMITTEE REPORT Ordinance 2022-14 Approving the Second Amendment to the Annexation and Planned Unit Development Agreement for a Portion of the Windmill Farms Development (BW Properties Holdings, LLC/Bricolage Wellness, PLLC) (PZC 2022-03 & EDC 2022-21) Alderman Peterson made a motion to approve an Ordinance Approving the Second Amendment to the Annexation and Planned Unit Development Agreement for a Portion of the Windmill Farms Development (BW Properties Holdings, LLC/Bricolage Wellness, PLLC) and authorize the Mayor and City Clerk to execute; seconded by Alderman Koch. Motion approved by a roll call vote. Ayes-6 Nays-0 Funkhouser-aye, Soling-aye, Marek-aye, Peterson-aye, Koch-aye, Plocher-aye PUBLIC SAFETY COMMITTEE REPORT No report. ADMINISTRATION COMMITTEE REPORT No report. PARK BOARD No report. PLANNING AND ZONING COMMISSION Ordinance 2022-15 Approving the Rezoning to the B-3 General Business Zoning District of the Property Located at 8721 Route 126 and Repeal of the Ordinance 2008-42 as it Applies to the Property (BW Properties Holdings, LLC/Bricolage Wellness, PLLC) (PZC 2022-02 & EDC 2022-20) Alderman Plocher made a motion to approve an Ordinance Approving the Rezoning to the B-3 General Business Zoning District of the Property Located at 8721 Route 126 and Repeal of the Ordinance 2008- 42 as it Applies to the Property (BW Properties Holdings, LLC/Bricolage Wellness, PLLC) and authorize the Mayor and City Clerk to execute; seconded by Alderman Marek. Motion approved by a roll call vote. Ayes-6 Nays-0 Soling-aye, Marek-aye, Peterson-aye, Koch-aye, Plocher-aye, Funkhouser-aye Ordinance 2022-16 Approving the Final Plat of Resubdivision for Bristol Bay P.U.D. Unit 3 (PZC 2022-06 & EDC 2022-22) Alderman Peterson made a motion to approve an Ordinance Approving the Final Plat of Resubdivision for Bristol Bay P.U.D. Unit 3 and authorize the Mayor and City Clerk to execute; seconded by Alderman Funkhouser. Motion approved by a roll call vote. Ayes-6 Nays-0 Marek-aye, Peterson-aye, Koch-aye, Plocher-aye, Funkhouser-aye, Soling-aye Ordinance 2022-17 Approving the Final Plat of Subdivision for Bristol Bay P.U.D. Unit 13 (PZC 2022-07 & EDC 2022-23) Alderman Marek made a motion to approve an Ordinance Approving the Final Plat of Subdivision for Bristol Bay P.U.D. Unit 13 and authorize the Mayor and City Clerk to execute; seconded by Alderman Koch. Motion approved by a roll call vote. Ayes-6 Nays-0 Peterson-aye, Koch-aye, Plocher-aye, Funkhouser-aye, Soling-aye, Marek-aye CITY COUNCIL REPORT No report. CITY CLERK’S REPORT No report. The Minutes of the Regular Meeting of the City Council – April 26, 2022 – Page 4 of 4 COMMUNITY & LIAISON REPORT No report. STAFF REPORT No report. MAYOR’S REPORT (cont’d) City Buildings Updates (CC 2021-04) City Administrator Olson shared that the contractors are working on wall construction and demolition of the new building. They have demoed the entire ceiling in the council chambers and discussed possibly being able to pivot some of the HVAC pipes to have a higher ceiling than they previously thought. Mr. Olson said they would eventually give some options to the Council to see if they would like to move the pipes or leave it as is. Mr. Olson said the site design and budget discussion will be at the May Public Works meeting regarding the new Public Works building. Water Study Update (CC 2021-38) City Administrator Olson reported to the Council that, along with leaders from Oswego and Montgomery, he had toured the water commission in DuPage. The DuPage Water Commission seems willing to work with the City and appears flexible. City staff will start high-level planning regarding the entire process and funding for this project. The DuPage Water Commission mentioned they would start their own planning, and everyone would meet again and compare notes. ADDITIONAL BUSINESS None. CITIZEN COMMENTS None. EXECUTIVE SESSION Mayor Purcell entertained a motion to go into executive session for litigation. So moved by Alderman Peterson; seconded by Alderman Marek. Motion approved by a roll call vote. Ayes-6 Nays-0 Koch-aye, Plocher-aye, Funkhouser-aye, Soling-aye, Marek-aye, Peterson-aye The City Council entered executive session at 8:14 p.m. The City Council returned to regular session at 8:29 p.m. ADJOURNMENT Mayor Purcell entertained a motion to adjourn the City Council meeting. So moved by Alderman Plocher; seconded by Alderman Funkhouser. Motion unanimously approved by a viva voce vote. Meeting adjourned at 8:30 p.m. Minutes submitted by: Jori Behland, City Clerk, City of Yorkville, Illinois ii.-1 rii 1 rii r-1 iiii.riii 1-1 Sri iirj l i iiij c jriiiiir j iiiii zl riiiiirj:ri iiir zl riiiirj zl 1fffie"'" $2 .i• a i \/ vi• \ t ," \1i4/ ii 11/ is 1 / 1..i4 \/ .i• \1/ ii \1/ ii, 0 •.i• \ 9 i.t121i.,.:.12fi. 121i...:.1,1i. ..Z,li.._:.Z2_l_i._::.12.1.i.....121i...:.121i.:.:.121i.....121a.::.1?li. ii:2:''' i:u r I I Por$,-44-. ittr, lifi itt Off 111•i UNITED CITY OF YORKVILLE 11 OWS ,1. 1111:g.j:d1 11'1''i Whereas, America is the land of freedom, preserved and protected !%i''111 111r11 4, 4111 pkoi4:::willingly and freely by citizen soldiers; I.AvIr4r1 III1 Wel' Whereas, millions who have answered the call to awns have died on t i• I1111')I1'1 ' the field of battle; 101 101M:: fffo Wh•ereas, a nation of peace must be reminded of the price of war and : •;a01 ate the debt owed to those who have died in war;0) liar s11I q0t `•ttois'Whereas, the red poppy has been designated as a symbol of sacrifice ,u::,1:41 O111 of lives in all wars; 11111ggIt pouf Whereas, the America Legion Post 489 and America Legion e i;•1'11 1111iw ,. AuxiliaryUnit 489 have pledged to remind America annuallyof this debt fifjl lii;:::'c through the distribution of the memorial flower, so that May 9 - 15, 2022 11 illSec• may serve as Poppy Awareness Days i t• 0 111r11 or10:::::t: lii 1 W Therefore, I, John Purcell, Mayor of the United Cityof Yorkville, do '+') i4i46. ... y E,_ .0111 111r11 i' •hereby proclaim "Poppy Awareness Days" in the United City of Yorkville, 11r1111 and request all citizens to observe these days by wearing a Poppy and i1 140$ 1'N 1104+73 . making contributions for this worthy cause. Nrll 1 why Dated this 26th dayof April, 2022, A.D. zov 1111rl e p 1111 fi Up1cc_• j• 0:0 1r1,.og, 4,to I 1 r I;,Pkollir1Igis.s.tp. John Purcell, 111''1, r:. g uil 1 1111tylle :4 ll S1 i .0 1 . / 1 a • 1 ice• / 1 •.• / \ •••+• / \/ \.V./ 1;i'/ \w; ;;ii•1.;: ,.: .;, -„--- - '',,( _ :'II L> i1j t ,lj j L ,if I1 ,J l l• .1 I L> <ifj L. <ij IL. ./1 j L ... •' s/_L.01 .o wu:i p 1 wcq-uq..0.o1 1 .:-: w:.wow. p.p 1;•.; u\ e 1jw.T.4.t ri,t7; c.. ii iii.t.v,, r,I„:.v.rrjltl u,rr lc...v::,t..z.i":r....:,; 7,t.,:t jri iir .-rixx,,.T.zlx,-„ z1,, ,; ` 440 1111 1* UNITED CITY OF YORKVILLE 111,C.1 ellll,ii : 1 :;:ci i4i II'1oo; : a Q11111 1111;..P: 1 I fVA WHEREAS, safety is the highest priority for the highways and streets of our City and %D'1/11 111•C'1111 f Iii, 06.1: State; and L•.11 WHEREAS, thegreat State of Illinois isproud to be a national leader in motorcycle .i. .11IIIIL Y 44111i111111• safety, education and awareness; and 111111' 00E. WHEREAS, motorcycles are a common and economical means of transportation that 11M1j llll' reduces fuel consumption and road wear, and contributes in a significant way to the relief s''41 1 thei of tra1 ffic and parking congestion; and 1/ll 11 I'1'i ii;iWHEREAS, it is especially meaningful that the citizens of our City and State be aware of ..;. 11 I111j•e:motorcycles on the roadways and recognize the importance of motorcycle safety; and 4j111i Q;;! I,lll WHEREAS, the members of A.B.A.T.E. of Illinois, Inc. (A Brotherhood Aimed Toward .,r.*0 II10## Education), education and awareness in ig*.idhlig 1/1111••--.continually promotemotorcyclesafety, high ;.--1111I 11 1:; school drivers' education programs and to the general public in our City and State, :":;4ail1 r. presenting motorcycle awareness programs to over 120,000 participants in Illinois over ;.;4,;1 I1111Ij, the past seven years; and 11111i 1 4ii ell 1 koi::: WHEREAS, all motorcyclists should join A.B.A.T.E. of Illinois, Inc. in actively t •:;' e4'1'igulopromotingthesafeoperationofmotorcyclesaswellaspromotingmotorcyclesafety, %•'1'1/11 11 i14•r education, awareness and respect of the citizens of our Cityand State; and Vs1111i,1 i P 1/1 i : WHEREAS, the motorcyclists of Illinois have contributed extensive volunteerism and %;444111' D'111iiii•_lik,,,, money to national and community charitable organizations; and 0111I WHEREAS, during the month of May, all roadway users should unite in the safe sharing ligfleOttoftheroadwayswithintheUnitedCityofYorkvilleandthroughouttheStateofIllinois. 111i111• tqf111i 1 i:2:.c NOW, THEREFORE, I, John Purcell, Mayor of the United City of Yorkville, in the ,. a,1,0 great state of Illinois, in recognition of 35 years of A.B.A.T.E. of Illinois, Inc., and over ;q/.1/11t I11Q•;—. 352,318 registered motorcyclists statewide, and in recognition of the continued role 1 j111i 11 'l= ' Illinois serves as a leader in motorcycle safety, education and awareness, do hereby hl'V proclaim the Month of May 2022 as Motorcycle Awareness Month in the United City of 1 v..",1/11 i111i,'-- Yorkville, and urge all motorists tojoin in an effort to improve safetyand awareness on - 1111111g4; 111 i:_;4 our roadways. 1,AI ll'P1•k 4 1/1 i111 1•e Wei1i 11.ay Dated this 26thday of April, 2022, A.D. L•,ll ifif0Or0• tOi4i•P4Ti, a. 1Ae.; t.1' y•%111111i lliC John rce a 0 1i•`'- _ AW a1lAVi i10V.i:41,L%::::4 L_ : JiI L%.4"N W;i:IJiI L_W:141: a, ta.•a Y s.. ar•u.J a .a•,..,* a.u•r.a,n•u r.aru•ur.arn•ula /nnr.-.,/// .. T 101. .•.. ems ... ...... o_...a r..... aa.In.a .amatte !a.In—i ii/, /fp 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 – May 10, 2022 Majority Approval Amy Simmons Finance Name Department DATE: 04/25/22UNITED CITY OF YORKVILLETIME: 11:53:44MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEMCHECKINVOICE #DATE# DESCRIPTIONDATEACCOUNT #ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900116 FNBO FIRST NATIONAL BANK OMAHA 04/25/22042522-A.HERNANDEZ 03/31/22 01 CONSERV FS#6413548-CHALK79-790-56-00-56467,830.0002 CENTRAL SOD-SOD79-790-56-00-5640247.0003 AUTO ZONE-BATTERY DEPOSIT79-790-56-00-5640-10.0004 AUTO ZONE-BATTERY79-790-56-00-5640100.2905 RURAL KING-CABLE TIES79-790-56-00-5646194.8506 PIONEER-SOCCER NETS79-790-56-00-56461,170.0007 BERLANDS-BANDSAW79-790-56-00-5630889.0008 MASTER HALCO-BRACE BAND, RAIL79-790-56-00-564663.8009 ENDS, ALUM TIES** COMMENT **10 U OF I CROP SCIENCE-MAR 2022 79-790-54-00-541225.0011 TURFGRASS TRAING CLASS** COMMENT **12 REGISTRATION** COMMENT **INVOICE TOTAL:10,509.94 *042522-A.SIMMONS 03/31/22 01 QUILL-STORAGE BOXES01-110-56-00-561054.9902 QUILL-STORAGE BOXES01-120-56-00-561054.9903 ADS- APR 2022 ALARM24-216-54-00-5446208.6304 MONITORING AT 800 GAME FARM RD ** COMMENT **05 ADS- MAY & JUNE 2022 ALARM01-000-14-00-1400417.8606 MONITORING AT 800 GAME FARM RD ** COMMENT **07 ADS- ADS- FEB-APR 2022 ALARM 24-216-54-00-5446800.7508 MONITORING AND MAINTENANCE AT ** COMMENT **09 651 PRAIRIE POINTE** COMMENT **10 VERIZON-FEB 2021 IN CAR UNITS 01-210-54-00-5440576.1611 VERIZON-MAR 2022 MOBILE PHONES 01-220-54-00-5440243.7812 VERIZON-MAR 2022 MOBILE PHONES 01-110-54-00-5440126.8713 VERIZON-MAR 2022 MOBILE PHONES 01-210-54-00-5440839.5214 VERIZON-MAR 2022 HOT SPOT79-790-54-00-544036.0115 VERIZON-MAR 2022 MOBILE PHONES 79-795-54-00-5440156.7116 VERIZON-MAR 2022 MOBILE PHONES 51-510-54-00-5440235.8117 VERIZON-MAR 2022 HOT SPOT82-820-54-00-544036.0118 VERIZON-MAR 2022 HOT SPOT52-520-54-00-544036.0119 COMCAST-02/20-03/19NTERNET AT 24-216-54-00-5440288.3220 651 PRIAIRIE POINTE** COMMENT **21 WINDHAM-METRO WEST DRIVE DOWN 01-110-54-00-5415129.9622 LODGING-OLSON** COMMENT **23 WINDHAM-METRO WEST DRIVE DOWN 01-110-54-00-5415129.9624 LODGING-PURCELL** COMMENT **25 WINDHAM-METRO WEST DRIVE DOWN 01-110-54-00-5415129.9626 LODGING-SOLING** COMMENT **INVOICE TOTAL:4,502.30 *042522-B.BEHRENS 03/31/22 01 AMAZON-GLOVES, OVERALLS, PANTS 01-410-56-00-560081.3802 AMAZON-T-SHIRTS01-410-56-00-5600108.20INVOICE TOTAL:189.58 *FY 22Page 1 of 50 DATE: 04/25/22UNITED CITY OF YORKVILLETIME: 11:53:44MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEMCHECKINVOICE #DATE# DESCRIPTIONDATEACCOUNT #ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900116 FNBO FIRST NATIONAL BANK OMAHA 04/25/22042522-B.OLSON03/31/22 01 ZOOM-02/23-03/22 USAGE FEES01-110-54-00-5462209.96INVOICE TOTAL:209.96 *042522-B.PFIZENMAIER 03/31/22 01 MENARDS-SYNTHETIC OIL01-210-56-00-562043.4502 GRAND RENTAL-DUNK TANK01-210-56-00-565051.0003 NAPA#305837-WIPER BLADES01-210-56-00-562075.1004 NAPA#303479-BEAM BLADES01-210-56-00-562028.0205 WALMART-SANDWICHES01-210-56-00-565068.6606 GJOVIK#413709-TRANS REPAIR01-210-54-00-54952,362.4207 GJOVIK#413744-REPLACE TIRES 01-210-54-00-5495115.0208 FBI LEEDA-MPR TRAINING01-210-54-00-5412795.0009 COMMERCIAL TIRE-NEW TIRES01-210-54-00-5495864.4410 ILACP-2022 MEMBERSHIP RENEWAL 01-210-54-00-5460115.0011 HOME DEPO-STORAGE TOES,01-210-56-00-56202,994.7812 UTILITY CARTS** COMMENT **13 AXON STORE-LIVE SMART01-210-56-00-56962,491.5714 CARTRIDGES** COMMENT **INVOICE TOTAL:10,004.46 *042522-D.BROWN03/31/22 01 O'REILLY#5613-236489-FILTER 51-510-56-00-56282.9902 AZ POOL SUPPLY-CHEMICALS51-510-56-00-563823.9003 AMAZON-PHONE CASE51-510-56-00-562027.5804 AMAZON-LEAD PAINT TEST KIT 51-510-56-00-562025.6805 AMAZON-PRINTER INK52-520-56-00-561069.0006 AMAZON-HOODIE, JEANS, PANTS 51-510-56-00-5600193.20INVOICE TOTAL:342.35 *042522-D.DEBOARD 03/31/22 01 AMAZON PRIME MONTHLY FEE82-820-54-00-546012.99INVOICE TOTAL:12.99 *042522-D.HENNE03/31/22 01 HOME DEPO-TRAFFIC SIGNAL01-410-54-00-5435268.4802 CABINET FILTERS** COMMENT **INVOICE TOTAL:268.48 *042522-E.DHUSE03/31/22 01 NAPA#307450-OIL DRY01-410-56-00-562823.3802 NAPA#307450-OIL DRY01-410-56-00-562023.3803 NAPA#307894-FUSES01-410-56-00-56282.6904 NAPA#308813-FILTERS, WAX,01-410-56-00-562096.6405 BRAKE CLEANER** COMMENT **06 NAPA#309009-LIGHTS, ID BAR01-410-56-00-562848.3207 TARGET-IPAD KEYBOARD52-520-56-00-5630326.2408 NAPA#309087-FLUID01-410-56-00-562814.9809 NAPA#309283-LIGHTBULBS01-410-56-00-562814.2610 NAPA#309123-WIPER BLADES01-410-56-00-562840.7411 APWA-MEMBERSHIP RENEWAL51-510-54-00-5460246.67FY 22Page 2 of 50 DATE: 04/25/22UNITED CITY OF YORKVILLETIME: 11:53:44MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEMCHECKINVOICE #DATE# DESCRIPTIONDATEACCOUNT #ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900116 FNBO FIRST NATIONAL BANK OMAHA 04/25/22042522-E.DHUSE03/31/22 12 APWA-MEMBERSHIP RENEWAL52-520-54-00-5462246.6713 APWA-MEMBERSHIP RENEWAL01-410-54-00-5462246.6614 AWWA-MEMBERSHIP RENEWAL51-000-14-00-1400372.0015 NORTHER SAFETY-RAIN SUITS01-410-56-00-5600205.5216 NORTHER SAFETY-RAIN SUITS51-510-56-00-5600205.5217 NORTHER SAFETY-RAIN SUITS52-520-56-00-5600205.52INVOICE TOTAL:2,319.19 *042522-E.SCHREIBER 03/31/22 01 AMAZON-CAR TOYS, MASKING79-795-56-00-5606333.2302 TAPE, LUNCH BAGS, FOOD** COMMENT **03 COLORING, GLASS JARS, GLUE,** COMMENT **04 VOTIVE CANDLES, JAR LIDS,** COMMENT **05 PARTY FAVOR BAGS** COMMENT **06 TARGET-SPRITZ79-795-56-00-56063.0007 AMAZON-BUBBLE WANDS, SIPPER79-795-56-00-5606104.7608 CUPS, LUNCH BAGS, BOOKS, GIFT ** COMMENT **09 WRAPPING, COFFEE FILTERS** COMMENT **10 TARGET-CEREAL79-795-56-00-56067.5811 AMAZON-FREEZER BAGS, PARTY79-795-56-00-560690.1212 FAVOR BAGS, WIGGLE EYES, PAPER ** COMMENT **13 PLATES, DIY CRAFTS** COMMENT **INVOICE TOTAL:538.69 *042522-E.WILLRETT 03/31/22 01 PHYSICIANS CARE-DRUG SCREEN 79-795-54-00-546245.0002 PHYSICIANS CARE-DRUG SCREEN 01-220-54-00-546245.0003 PHYSICIANS CARE-DRUG SCREEN 82-820-54-00-546245.0004 PHYSICIANS CARE-DRUG SCREEN 52-520-54-00-546258.0005 PHYSICIANS CARE-DRUG SCREEN 01-110-54-00-546245.0006 INFO TRACT-COUNCIL PHOTOS01-110-54-00-5462385.0007 ELEMENT FOUR-MAR 2022 OFFSITE 01-640-54-00-54501,228.8908 BACKUP SERVICES** COMMENT **INVOICE TOTAL:1,851.89 *042522-G.JOHNSON 03/31/22 01 FULL SOURCE-HARD HAT51-510-56-00-560034.12INVOICE TOTAL:34.12 *042522-G.NELSON 03/31/22 01 WAREHOUSE-LEGAL PADS, PENS, 01-220-56-00-5610130.8302 PENCILS, PENCIL SHARPENER** COMMENT **INVOICE TOTAL:130.83 *042522-G.STEFFENS 03/31/22 01 HOME DEPO-VACUUM CKLEANING52-520-56-00-563085.7902 ACCESSORY TOOLS** COMMENT **03 CARROLL#AU055711-SONOTUBES52-520-56-00-562067.04INVOICE TOTAL:152.83 *042522-J.BAUER03/31/22 01 AMAZON-PHONE CASE51-510-56-00-562036.08FY 22Page 3 of 50 DATE: 04/25/22UNITED CITY OF YORKVILLETIME: 11:53:44MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEMCHECKINVOICE #DATE# DESCRIPTIONDATEACCOUNT #ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900116 FNBO FIRST NATIONAL BANK OMAHA 04/25/22042522-J.BAUER03/31/22 02 AMAZON-LAMINATOR & POUCH52-520-56-00-561065.5603 BUNDLE** COMMENT **INVOICE TOTAL:101.64 *042522-J.BEHLAND03/31/22 01 AMAZON-PENS01-110-56-00-561023.9402 TRIBUNE-ITB FOR STREET LIGHT 23-230-60-00-6005157.8603 HEADS, ARMS & POLES** COMMENT **04 TRIBUNE-BID FOR E. MAIN51-510-54-00-5426194.2905 STREET IMPROVEMENTS** COMMENT **06 TRIBUNE-BID FOR KENNEDY &23-230-60-00-6012208.8607 MILL RD INTERSECTION** COMMENT **08 IMPROVEMENTS** COMMENT **09 TRIBUNE-ANNUAL BUDGET01-110-54-00-542685.00INVOICE TOTAL:669.95 *042522-J.DYON03/31/22 01 WALMART-PRINTER INK01-120-56-00-561016.6002 WALMART-PRINTER INK51-510-56-00-562025.0603 WALMART-PRINTER INK52-520-56-00-56107.23INVOICE TOTAL:48.89 *042522-J.ENGBERG 03/31/22 01 ADOBE-CREATIVE CLOUD MONTHLY 01-220-54-00-546252.9902 FEE** COMMENT **INVOICE TOTAL:52.99 *042522-J.GALAUNER 03/31/22 01 BSN SPORTS#916257180-SOCKS79-795-56-00-560695.4002 BSN SPORTS#916393864-SOCCER 79-795-56-00-5606884.0003 COACHING SHIRTS** COMMENT **04 BSN SPORTS#916439913-PITCHING 79-790-56-00-56461,357.7505 MOUNDS** COMMENT **06 AMAZON-REFEREE JERSEYS79-795-56-00-560699.63INVOICE TOTAL:2,436.78 *042522-J.JACKSON 03/31/22 01 HOME DEPO-BATTERY PACK, SEARCH 52-520-56-00-5630268.0002 LIGHT** COMMENT **INVOICE TOTAL:268.00 *042522-J.JENSEN 03/31/22 01 NATIONAL MINORITY01-210-54-00-5411195.0002 UPDATE-ONLINE PUBLIC SAFETY** COMMENT **03 ADVERTISING** COMMENT **04 FOX VALLEY BUSINESS01-210-54-00-54122,100.0005 CONSULTING-MONTHLY COACHING** COMMENT **06 PACKAGE FOR 3 DEPUTY CHIEFS** COMMENT **07 ILACP-2022 ANNUAL CONFERENCE 01-210-54-00-5412299.0008 REGISTRATIONAPR 27-29-JENSEN** COMMENT **09 AMAZON-STAINLESS STEEL TABLE 01-210-56-00-5620388.99INVOICE TOTAL:2,982.99 *FY 22Page 4 of 50 DATE: 04/25/22UNITED CITY OF YORKVILLETIME: 11:53:44MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEMCHECKINVOICE #DATE# DESCRIPTIONDATEACCOUNT #ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900116 FNBO FIRST NATIONAL BANK OMAHA 04/25/22042522-J.SLEEZER 03/31/22 01 STEVENS-PW STAFF SHIRTS01-410-56-00-5600463.0302 STEVENS-PW STAFF SHIRTS51-510-56-00-5600396.8803 STEVENS-PW STAFF SHIRTS52-520-56-00-5600198.4404 STEVENS-PW STAFF SHIRTS24-216-56-00-560066.1505 AMAZON-RETURED SHOE CREDIT01-410-56-00-5600-56.1806 AMAZON-WORK SHOES01-410-56-00-5600117.2307 AMAZON-WORK SHOES01-410-56-00-560056.18INVOICE TOTAL:1,241.73 *042522-J.WEISS03/31/22 01 DOLLAR TREE-CLAY POTS, SEEDS,82-000-24-00-248023.5002 SAND, FILTERS, CUPS, FOIL** COMMENT **INVOICE TOTAL:23.50 *042522-K.BALOG03/31/22 01 ACCURINT-JAN-FEB 2022 SEARCHES 01-210-54-00-5462300.0002 AMAZON-REPORT COVERS01-210-56-00-561037.9803 AMAZON-CATALOG ENVELOPES,01-210-56-00-5610190.9304 STAMP PADS** COMMENT **05 COMCAST-02/13-03/14 KENCOM01-640-54-00-54491,163.4806 INTERNET** COMMENT **07 AMAZON-RECORDER01-210-56-00-561070.6208 SHAW-EMPLOYMENT AD01-210-54-00-5411929.0009 AMAZON-PAPER01-210-56-00-561029.9810 SHRED IT-FEB 2022 SHREDDING 01-210-54-00-5462224.0611 COMCAST-03/08-04/07 CABLE01-210-54-00-54404.22INVOICE TOTAL:2,950.27 *042522-K.BARKSDALE 03/31/22 01 WAREHOUSE-PHONE BOOK, TISSUE 01-220-56-00-561051.4402 LEOS-NAME PLATE01-220-54-00-546218.0003 IACE-MEMBERSHIP RENEWAL01-220-54-00-5460100.00INVOICE TOTAL:169.44 *042522-K.GREGORY 03/31/22 01 GJOVIKS#413768-TRANSMISSION & 51-510-54-00-54904,314.8002 BRAKE REPAIR** COMMENT **03 AMAZON-PENS, POCKET ORGANIZER, 01-110-56-00-561076.3304 ETHERNET CABLE & ADAPTER** COMMENT **05 CNA SURETY-NOTARY01-110-54-00-546230.0006 BOND-WOOLSEY** COMMENT **07 AMAZON-PROJECT ORGANIZER01-110-56-00-561033.16INVOICE TOTAL:4,454.29 *042522-M.CARYLE 03/31/22 01 ON TARGET-MAR 17-1901-210-54-00-5412275.0002 RECRUITING AND APPLICANT** COMMENT **03 BACKGROUND INVESTIGATION** COMMENT **04 SEMINAR REGISTRATION-GOLDSMITH ** COMMENT **05 GALLS-SIDE ZIPDUTY BOOTS01-210-56-00-5600153.80INVOICE TOTAL:428.80 *FY 22Page 5 of 50 DATE: 04/25/22UNITED CITY OF YORKVILLETIME: 11:53:44MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEMCHECKINVOICE #DATE# DESCRIPTIONDATEACCOUNT #ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900116 FNBO FIRST NATIONAL BANK OMAHA 04/25/22042522-M.MCGREGORY 03/31/22 01 FLATSOS#22749-2 TIRES PATCHED 01-410-54-00-549070.00INVOICE TOTAL:70.00 *042522-P.MCAHON03/31/22 01 NEST-FEB & MAR 2022 MONTHLY 01-210-54-00-546012.0002 FEE** COMMENT **INVOICE TOTAL:12.00 *042522-P.RATOS03/31/22 01 BFC-PLUMBING CODE01-220-54-00-5412100.0002 SEMINAR-RATOS** COMMENT **03 BFC-BUILDING CODE01-220-54-00-5412350.0004 SEMINAR-RATOS** COMMENT **05 AMAZON-HARD HAT01-220-56-00-562037.0606 AMAZON-HARD HAT,SHOE COVERS 01-220-56-00-562072.8407 AMAZON-LAPTOP BATTERY01-220-56-00-562040.9408 IDPH-PLUMBING LICENSE RENEWAL 01-220-54-00-5460153.38INVOICE TOTAL:754.22 *042522-R.FREDRICKSON 03/31/22 01 COMCAST-02/12-03/11 CABLE AT 01-110-54-00-544021.0602 800 GAME FARM RD** COMMENT **03 COMCAST-03/13-04/12 INTERNET 51-510-54-00-5440111.8504 AT 610 TOWER PLANT** COMMENT **05 COMCAST-02/15-03/14 INTERNET 79-795-54-00-5440193.6006 & CABLE AT 102 E VAN EMMON** COMMENT **07 NEWTEK-03/11-04/11 WEB HOSTING 01-640-54-00-545016.5908 COMCAST-02/24-03/23 INTERNET 79-790-54-00-544086.7709 AT 201 W HYDRAULIC** COMMENT **10 COMCAST-02/24-03/23 INTERNET 79-795-54-00-544065.0811 AT 201 W HYDRAULIC** COMMENT **12 COMCAST-02/24-03/23 INTERNET 01-110-54-00-544052.5913 AT 800 GAME FARM RD** COMMENT **14 COMCAST-02/24-03/23 INTERNET 01-220-54-00-544061.3615 AT 800 GAME FARM RD** COMMENT **16 COMCAST-02/24-03/23 INTERNET 01-120-54-00-544035.0617 AT 800 GAME FARM RD** COMMENT **18 COMCAST-02/24-03/23 INTERNET 01-210-54-00-5440227.8919 AT 800 GAME FARM RD** COMMENT **20 COMCAST-03/01-03/28 INTERNET, 79-790-54-00-5440232.9621 PHONE & CABLE AT 185 WOLF** COMMENT **22 COMCAST-03/01-03/29 INTERNET 52-520-54-00-544071.3923 AT 610 TOWER** COMMENT **24 COMCAST-03/01-03/29 INTERNET 51-510-54-00-5440142.7925 AT 610 TOWER** COMMENT **26 COMCAST-03/01-03/29 INTERNET 01-410-54-00-5440142.7927 AT 610 TOWER** COMMENT **28 COMCAST-03/01-03/29 INTERNET 52-520-54-00-544024.98FY 22Page 6 of 50 DATE: 04/25/22UNITED CITY OF YORKVILLETIME: 11:53:44MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEMCHECKINVOICE #DATE# DESCRIPTIONDATEACCOUNT #ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900116 FNBO FIRST NATIONAL BANK OMAHA 04/25/22042522-R.FREDRICKSON 03/31/22 29 AT 610 TOWER OFC 2** COMMENT **30 COMCAST-03/01-03/29 INTERNET51-510-54-00-544049.9631 AT 610 TOWER OFC 2** COMMENT **32 COMCAST-03/01-03/29 INTERNET 01-410-54-00-544049.9633 AT 610 TOWER OFC 2** COMMENT **INVOICE TOTAL:1,586.68 *042522-R.HORNER 03/31/22 01 AMAZON-TRUCK FLAG POLES79-790-56-00-5640119.9202 AMAZON-TABLET CASE79-790-56-00-562029.98INVOICE TOTAL:149.90 *042522-R.WOOLSEY-1 03/31/22 01 ARAMARK#610000255226-MATS01-410-54-00-548543.0702 ARAMARK#610000252445-MATS52-520-54-00-548543.0703 ARAMARK#610000255226-MATS01-410-54-00-548543.0704 WATER PRODUCTS#0307898-BAND 51-510-56-00-5640285.0005 REPAIR CLAMP** COMMENT **06 WATER PRODUCTS#0307899-BAND 51-510-56-00-5640177.0007 REPAIR CLAMP** COMMENT **08 MINER#333579-MAR 2022 MANAGED 01-410-54-00-5462366.8509 SERVICES RADIO** COMMENT **10 MINER#333579-MAR 2022 MANAGED 51-510-54-00-5462430.6511 SERVICES RADIO** COMMENT **12 MINER#333579-MAR 2022 MANAGED 52-520-54-00-5462287.1013 SERVICES RADIO** COMMENT **14 MINER#333579-MAR 2022 MANAGED 79-790-54-00-5462510.4015 SERVICES RADIO** COMMENT **16 ARNESON#196193-FEB 2022 GAS 01-410-56-00-5695266.4417 ARNESON#196193-FEB 2022 GAS 51-510-56-00-5695266.4418 ARNESON#196193-FEB 2022 GAS 52-520-56-00-5695266.4419 ARNESON#196194-FEB 2022 DIESEL 01-410-56-00-569583.2620 ARNESON#196194-FEB 2022 DIESEL 51-510-56-00-569583.2621 ARNESON#196194-FEB 2022 DIESEL 52-520-56-00-569583.2622 ARNESON#196814-FEB 2022 DIESEL 01-410-56-00-5695504.5223 ARNESON#196814-FEB 2022 DIESEL 51-510-56-00-5695504.5224 ARNESON#196814-FEB 2022 DIESEL 52-520-56-00-5695504.5325 ARNESON#197162-FEB 2022 GAS 01-410-56-00-5695369.9326 ARNESON#197162-FEB 2022 GAS 51-510-56-00-5695369.9427 ARNESON#197162-FEB 2022 GAS 52-520-56-00-5695369.9428 ARNESON#197163-FEB 2022 DIESEL 01-410-56-00-5695547.8229 ARNESON#197163-FEB 2022 DIESEL 51-510-56-00-5695547.8330 ARNESON#197163-FEB 2022 DIESEL 52-520-56-00-5695547.8331 BEACON-SUBSCRIPTION RENEWAL 01-110-54-00-546049.1032 THROUGH 05/09** COMMENT **33 TRIBUNE-COMMUNITY DEVELOPMENT 01-110-54-00-5426201.5834 BLOCK GRANT PUBLIC HEARING** COMMENT **FY 22Page 7 of 50 DATE: 04/25/22UNITED CITY OF YORKVILLETIME: 11:53:44MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEMCHECKINVOICE #DATE# DESCRIPTIONDATEACCOUNT #ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900116 FNBO FIRST NATIONAL BANK OMAHA 04/25/22042522-R.WOOLSEY-1 03/31/22 35 TRIBUNE-NEW CITY HALL BID POST 01-110-54-00-5426150.5836 TRIBUNE-NORTH CENTRAL TANK51-510-60-00-6015235.5837 REHAB BID POST** COMMENT **38 AMAZON-MEMORY PIN FOR PD01-210-56-00-5610146.0039 WATCHGUARD SERVER** COMMENT **40 WATER PRODUCTS#037918-BAND51-510-56-00-5640401.2041 REPAIR CLAMP** COMMENT **42 WATER PRODUCTS#037946-BAND51-510-56-00-5640150.0043 REPAIR CLAMP** COMMENT **44 WATER PRODUCTS#0307993-BELL51-510-56-00-56401,705.0045 SLEEVE** COMMENT **46 WATER PRODUCTS#0307993-IRON 01-000-24-00-2440665.1047 PIPE COST TO BE REFUNDED** COMMENT **48 WATER PRODUCTS#0308093-COPPER 51-510-56-00-56401,543.9149 TUBE, TOOL REROUNDER, COUPLING ** COMMENT **50 WATER PRODUCTS#0308094-COPPER 51-510-56-00-5640768.8551 TUBE, TOOL REROUNDER** COMMENT **52 WATER51-510-56-00-564092.9253 PRODUCTS#0308095-COUPLING** COMMENT **54 ARAMARK#610000258078-MATS51-510-54-00-548543.0755 ARNESON#564430-WASHER FLUID 01-410-56-00-562053.3356 ARNESON#564430-WASHER FLUID 51-510-56-00-562053.3357 ARNESON#564430-WASHER FLUID 52-520-56-00-562053.3358 ARNESON#197258-FEB 2022 GAS 01-410-56-00-5695273.0559 ARNESON#197258-FEB 2022 GAS 51-510-56-00-5695273.0560 ARNESON#197258-FEB 2022 GAS 52-520-56-00-5695273.0561 ARNESON#197259-FEB 2022 DIESEL 01-410-56-00-5695285.8262 ARNESON#197259-FEB 2022 DIESEL 51-510-56-00-5695285.8163 ARNESON#197259-FEB 2022 DIESEL 52-520-56-00-5695285.8164 ARNESON#197285-FEB 2022 GAS 01-410-56-00-5695138.3965 ARNESON#197285-FEB 2022 GAS 51-510-56-00-5695138.3866 ARNESON#197285-FEB 2022 GAS 52-520-56-00-5695138.3967 ARNESON#197284-FEB 2022 DIESEL 01-410-56-00-5695326.1068 ARNESON#197284-FEB 2022 DIESEL 51-510-56-00-5695326.1069 ARNESON#197284-FEB 2022 DIESEL 52-520-56-00-5695326.1070 ARNESON#197222-FEB 2022 GAS 01-410-56-00-5695280.7671 ARNESON#197222-FEB 2022 GAS 51-510-56-00-5695280.7672 ARNESON#197222-FEB 2022 GAS 52-520-56-00-5695280.7673 ARNESON#197221-FEB 2022 DIESEL 01-410-56-00-5695114.8474 ARNESON#197221-FEB 2022 DIESEL 51-510-56-00-5695114.8475 ARNESON#197221-FEB 2022 DIESEL 52-520-56-00-5695114.8476 ARNESON#565037-GAS NOZZLE01-410-56-00-562033.1177 ARNESON#565037-GAS NOZZLE51-510-56-00-562033.1078 ARNESON#565037-GAS NOZZLE52-520-56-00-562033.1079 WELDSTAR#2039856-NITROGEN01-410-54-00-548521.80FY 22Page 8 of 50 DATE: 04/25/22UNITED CITY OF YORKVILLETIME: 11:53:44MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEMCHECKINVOICE #DATE# DESCRIPTIONDATEACCOUNT #ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900116 FNBO FIRST NATIONAL BANK OMAHA 04/25/22042522-R.WOOLSEY-1 03/31/22 80 WELDSTAR#2041217-CYLINDER01-410-54-00-548546.5081 RENTAL** COMMENT **82 ARAMARK#610000264290-MATS52-520-54-00-548543.0783 ARAMARK#610000267298-MATS51-510-54-00-548543.0784 SMITHEREEN-MAR 2022 PEST24-216-54-00-544692.0085 SERVICE** COMMENT **86 WATER PRODUCTS#0308136-51-510-56-00-5640192.6087 COUPLING** COMMENT **88 O'MALLEY#20252-REPAIR WELDING01-410-54-00-5462210.0089 AMPERAGE#1266115-IN-LAMPS24-216-56-00-565671.7090 AMPERAGE#1266763-IN-PHOTO23-230-56-00-5642168.3891 CONTROL, INSULATING BOOTS,** COMMENT **92 FUSES, WIRE NUT BOX** COMMENT **93 PLAINFIELD SIGN-REPAIR DAMAGE 01-410-54-00-5462475.0094 TO GREENBRIAR SIGN** COMMENT **95 FOX RIDGE #5703-GRAVEL51-510-56-00-5620946.4796 TRIBUNE-YBSD EXPANSION PUBLIC 01-220-54-00-5462315.7297 HEARING NOTICE** COMMENT **INVOICE TOTAL:20,797.52 *042522-R.WOOLSEY-2 03/31/22 01 MINER#33440-APR 2022 MANAGED 01-410-54-00-5462366.8502 SERVICES RADIO** COMMENT **03 MINER#33440-APR 2022 MANAGED 51-510-54-00-5462430.6504 SERVICES RADIO** COMMENT **05 MINER#33440-APR 2022 MANAGED 52-520-54-00-5462287.1006 SERVICES RADIO** COMMENT **07 MINER#33440-APR 2022 MANAGED 79-790-54-00-5462510.4008 SERVICES RADIO** COMMENT **09 ARNESON#199334-MAR 2022 DIESEL 01-410-54-00-5485452.3910 ARNESON#199334-MAR 2022 DIESEL 51-510-54-00-5485452.4011 ARNESON#199334-MAR 2022 DIESEL 52-520-54-00-5485452.4012 ARNESON#199335-MAR 2022 GAS 01-410-54-00-5485456.3613 ARNESON#199335-MAR 2022 GAS 51-510-54-00-5485456.3614 ARNESON#199335-MAR 2022 GAS 52-520-54-00-5485456.3615 ARNESON#199386-MAR 2022 GAS 01-410-54-00-5485437.4716 ARNESON#199386-MAR 2022 GAS 51-510-54-00-5485437.4817 ARNESON#199386-MAR 2022 GAS 52-520-54-00-5485437.4818 ARNESON#199385-MAR 2022 DIESEL 01-410-54-00-5485305.7719 ARNESON#199385-MAR 2022 DIESEL 51-510-54-00-5485305.7720 ARNESON#199385-MAR 2022 DIESEL 52-520-54-00-5485305.7821 ARNESON#570202-OIL01-410-56-00-5620128.1522 ARNESON#570202-OIL51-510-56-00-5620128.1523 ARNESON#570202-OIL52-520-56-00-5620128.1524 GJOVIK#413324-TRANS REPAIR01-410-54-00-5490721.3925 WAREHOUSE-FOLDERS, PAPER01-110-56-00-561038.53FY 22Page 9 of 50 DATE: 04/25/22UNITED CITY OF YORKVILLETIME: 11:53:44MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEMCHECKINVOICE #DATE# DESCRIPTIONDATEACCOUNT #ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900116 FNBO FIRST NATIONAL BANK OMAHA 04/25/22042522-R.WOOLSEY-2 03/31/22 26 TCP#110629-LUBRICANT23-230-56-00-564248.0027 TCP#111045-STREET SIGNS23-230-56-00-564256.4028 TCP#110735-STREET SIGNS23-230-54-00-5482163.1029 LAWSON#9309369230-CABLE TIES01-410-56-00-5620194.4630 WATER PRODUCTS#0308343-STEMS, 51-510-56-00-5640897.9431 SEATS, BAND REPAIR CLAMPS,** COMMENT **32 VALVE PLATES** COMMENT **INVOICE TOTAL:9,055.29 *042522-S.AUGUSTINE 03/31/22 01 QUILL-TONER82-820-56-00-5610304.9902 QUILL-BULLETIN BOARD82-820-56-00-5610241.7703 AMPERAGE#1259411-IN-BALLAST 82-820-56-00-562143.3804 SWANK#3155989-COPYRIGHT82-000-14-00-1400421.0005 COMPLIANCE SITE LICENSE** COMMENT **06 RENEWAL** COMMENT **07 MENARDS-CLEANING SUPPLIES82-820-56-00-562145.1608 ZOOM-MAR 2022 USER FEES82-820-54-00-5460108.1009 AMAZON-CARDSTOCK82-820-56-00-561018.4910 AMAZON-PAPER, ENVELOPES,82-820-56-00-5610392.7611 LABELS, CARDSTOCK, GLUE** COMMENT **12 STICKS, CHALK MARKERS,** COMMENT **13 CRAYONS, TAPE, GLUE GUN** COMMENT **14 AMAZON-BOOKS82-000-24-00-248077.8715 TELEFLORAL-SYMPATHY82-820-56-00-567655.9416 BOUQUET-BAHR** COMMENT **17 QUILL-PAPER TOWELS, BOWL82-820-56-00-5621368.4418 CLEANER, TISSUE** COMMENT **19 QUILL-GARBAGE BAGS, PAPER82-820-56-00-5621271.6220 TOWELS, TISSUE, CLEANING** COMMENT **21 SUPPLIES, GLOVES, SOAP** COMMENT **22 QUILL-CLOCK82-820-56-00-561019.0223 CHAMBER-MAR 2022 LUNCH82-820-54-00-541220.0024 QUILL-CLEANING SPRAY82-820-56-00-5621164.1025 AMAZON-BOOK REFUND82-000-24-00-2480-20.0026 QUILL-INK CARTRIDGES82-820-56-00-561043.1127 METRONET-MAR 2022 INTERNET82-820-54-00-5440124.9728 4IMPRINT-LIBRARY PROMOTIONAL 82-820-54-00-54261,165.2429 ITEMS** COMMENT **30 QUILL-MONITOR82-000-24-00-2480174.0031 ILA 2022 MAY CONFERENCE82-000-14-00-1400320.0032 REGISTRATION FOR IWANSKI & HIX ** COMMENT **33 AMPERAGE#1266352-IN-LAMPS82-820-56-00-562198.8834 TRIBUNE-SUBSCRIPTION RENEWAL 82-820-54-00-5460143.0635 BEACON-SUBSCRIPTION RENEWAL 82-820-54-00-5460294.4636 AMAZON-SPOT REMOVER82-820-56-00-562174.00INVOICE TOTAL:4,970.36 *FY 22Page 10 of 50 DATE: 04/25/22UNITED CITY OF YORKVILLETIME: 11:53:44MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEMCHECKINVOICE #DATE# DESCRIPTIONDATEACCOUNT #ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900116 FNBO FIRST NATIONAL BANK OMAHA 04/25/22042522-S.GAYLE03/31/22 01 SIGNS BY TOMORROW-FLAGS24-216-56-00-5656671.7502 ACCESSORY 1-PHONE CASES01-110-56-00-5610399.00INVOICE TOTAL:1,070.75 *042522-S.IWANSKI03/31/22 01 YORKVILLE POST-POSTAGE82-820-54-00-5452212.73INVOICE TOTAL:212.73 *042522-S.RAASCH 03/31/22 01 AMAON-HARD HATS,SAFETY GLASSES 24-216-54-00-5446224.2402 EXHAUST WORKS-EXHAUST REPAIR 01-410-54-00-5490804.29INVOICE TOTAL:1,028.53 *042522-S.REDMON 03/31/22 01 PARTY CITY-SALES TAX REFUND 79-795-56-00-5606-8.2502 SMITHEREEN#2658230-FEB 2022 79-795-54-00-549570.0003 PEST CONTROL** COMMENT **04 ARAMARK#610000255225-MATS79-790-54-00-549528.8505 ARAMARK#610000249352-MATS79-790-54-00-549528.5006 ARAMARK#610000246182-MATS79-790-54-00-549528.5007 ARAMARK#610000243274-MATS79-790-54-00-549528.5008 ARAMARK#610000258069-MATS79-790-54-00-549528.8509 ARAMARK#610000252441-MATS79-790-54-00-549528.8510 ARNESON#197165-FEB 2022 GAS 79-790-56-00-5695267.5411 ARNESON#197164-FEB 2022 DIESEL 79-790-56-00-569584.7912 ARNESON#196815-FEB 2022 GAS 79-790-56-00-5695147.3413 ARNESON#196813-FEB 2022 GAS 79-790-56-00-56951,012.1514 ARNESON#195239-JAN 2022 GAS 79-790-56-00-5695293.2015 ARNESON#195238-JAN 2022 DIESEL 79-790-56-00-569574.0916 ARNESON#195237-JAN 2022 GAS 79-790-56-00-5695313.5317 ARNESON#560819-OIL79-790-56-00-5695479.9918 AT&T-03/24-04/23 INTERNET FOR 79-795-54-00-544078.5319 TOWN SQUARE PARK SIGN** COMMENT **20 AMAZON-SHEET PROTECTORS,79-795-56-00-560632.8421 WIGGLE EYS, BINDER RINGS** COMMENT **22 PLU & PAY-FEB 2022 FEES79-795-54-00-546038.7023 RUNCO#859703-0-FOLDERS79-795-56-00-560641.9824 AMAZON-ST PATS DAY SUPPLIES 79-795-56-00-560680.0825 RUNCO#859968-0-PAPER, TAPE79-795-56-00-5610237.9726 RUNCO#859968-0-SOAP79-795-56-00-564023.8027 AMAZON-STING RELIEF WIPES79-795-56-00-560612.8828 AMAZON-FIGURINES79-795-56-00-560651.9229 AMAZON-FIRST AID SUPPLIES79-795-56-00-5606339.3230 SHAW-SUBSCRIPTION RENEWAL79-795-54-00-546039.0031 AMAZON-SALES TAX REFUND79-795-56-00-5606-10.0632 AMAZON-MINI-GOLF SUPPLIES79-795-56-00-560624.4833 AMAZON-IPAD CHARGER79-790-56-00-562016.9934 AMAZON-MINI-GOLF SUPPLIES79-795-56-00-560672.87FY 22Page 11 of 50 DATE: 04/25/22UNITED CITY OF YORKVILLETIME: 11:53:44MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEMCHECKINVOICE #DATE# DESCRIPTIONDATEACCOUNT #ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900116 FNBO FIRST NATIONAL BANK OMAHA 04/25/22042522-S.REDMON 03/31/22 35 HOMEBASE-SCHEDULING79-795-56-00-5607168.0036 SUBSCRIPTION** COMMENT **37 RUNCO#862264-0-GLASS CLEANER79-795-56-00-560713.7138 RAINOUT-RAINOUT LINE RENEWAL 79-795-54-00-5462399.0039 RUNCO#862262-0-CONCESSION79-795-56-00-5607252.8340 RESTROOM SUPPLIES** COMMENT **41 RUNCO#862262-0-CLOROX, CUPS 79-795-56-00-5606165.3242 AMAZON-EASTER SUPPLIES79-795-56-00-5606119.39INVOICE TOTAL:5,105.98 *042522-S.REMUS03/31/22 01 BLACKBERRY OAKS-GOLF OUTING 79-795-56-00-5606250.0002 DEPOSIT** COMMENT **INVOICE TOTAL:250.00 *042522-S.SLEEZER 03/31/22 01 RUSSO-TAMPER, RAPTOR TRIMER 79-790-56-00-5630186.9502 LINE** COMMENT **03 CYLINDERS INC-CYLINDER REPAIR 79-790-54-00-54951,484.0804 SHORWOOD HOME & AUTO-FILTERS 79-790-56-00-5640165.3205 RURAL KING-HITCH PINS79-790-56-00-563058.3606 MCCANN-ATACHMENT ARMS79-790-56-00-564059.1907 HOME DEPO-GRINDER, GRINDER79-790-56-00-56301,177.6408 BITS, SOCKET SET, HAMMER DRILL ** COMMENT **09 KIT** COMMENT **INVOICE TOTAL:3,131.54 *042522-S.STROUP 03/31/22 01 AURORA UNIVERSITY-SPRING 2022 01-210-54-00-54101,206.0002 TUITION** COMMENT **INVOICE TOTAL:1,206.00 *042522-T.HOULE03/31/22 01 U OF I CROP SCIENCE-ACCESS TO 79-790-54-00-541245.0002 STANDARDS TRAINING** COMMENT **03 REGISTRATION-HERNANDEZ** COMMENT **04 U OF I CROP SCIENCE-ACCESS TO 79-790-54-00-541245.0005 STANDARDS TRAINING** COMMENT **06 REGISTRATION-SCOTT** COMMENT **07 U OF I CROP SCIENCE-ACCESS TO 79-790-54-00-541245.0008 STANDARDS TRAINING** COMMENT **09 REGISTRATION-KLEEFISCH** COMMENT **10 U OF I CROP SCIENCE-ACCESS TO 79-790-54-00-541245.0011 STANDARDS TRAINING** COMMENT **12 REGISTRATION-HORNER** COMMENT **13 U OF I CROP SCIENCE-ACCESS TO 79-790-54-00-541245.0014 STANDARDS TRAINING** COMMENT **15 REGISTRATION-SMITH** COMMENT **16 U OF I CROP SCIENCE-ACCESS TO 79-790-54-00-541245.00FY 22Page 12 of 50 DATE: 04/25/22UNITED CITY OF YORKVILLETIME: 11:53:44MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEMCHECKINVOICE #DATE# DESCRIPTIONDATEACCOUNT #ITEM AMT------------------------------------------------------------------------------------------------------------------------------------900116 FNBO FIRST NATIONAL BANK OMAHA 04/25/22042522-T.HOULE03/31/22 17 STANDARDS TRAINING** COMMENT **18 REGISTRATION-HERNANDEZ** COMMENT **19 U OF I CROP SCIENCE-ACCESS TO79-790-54-00-541245.0020 STANDARDS TRAINING** COMMENT **21 REGISTRATION-HOULE** COMMENT **22 U OF I CROP SCIENCE-ACCESS TO 79-790-54-00-541225.0023 STANDARDS TRAINING** COMMENT **24 REGISTRATION-WOLFE** COMMENT **25 HOME DEPO-PAINT, MINERAL79-790-56-00-5640209.8626 SPIRITS, TRAY LINER** COMMENT **27 NEWSTRIPE-SWITCH, GUAGE,79-790-56-00-5640216.5028 STARTER SOLENOID** COMMENT **29 DEKANE-REPAIRED GEROTOR PUMP, 79-790-54-00-5495783.2830 REPAIRED TIRE, TIGHTENED DRAIN ** COMMENT **31 AMAZON-FIRST AID KITS79-790-56-00-5620137.6132 RIVEVIEW FORD-PATCH79-790-56-00-56405.5833 ROCK AUTO-EXHAUST SYSTEM KIT 79-790-56-00-5640257.7634 AMAZON-FABRIC PROTECTANTS79-790-56-00-5640271.77INVOICE TOTAL:2,222.36 *042522-T.MILSCHEWSKI 03/31/22 01 HOME DEPO-SLEDGE HAMMER01-410-56-00-5630101.94INVOICE TOTAL:101.94 *042522-UCOY03/31/22 01 WASTE MANAGEMENT-FEB 202201-540-54-00-5442 121,075.5002 REFUSE SERVICE** COMMENT **03 WASTE MANAGEMENT-FEB 202201-540-54-00-54413,984.8104 SENIOR REFUSE SERVICE** COMMENT **INVOICE TOTAL:125,060.31 *042522-d.smith03/31/22 01 RIVERVIEW FORD-STARTER MOTOR 79-790-56-00-5640210.9102 GROUND EFFECTS-STRAW BLANKET 79-790-56-00-562072.58INVOICE TOTAL:283.49 *CHECK TOTAL:223,966.48TOTAL AMOUNT PAID:223,966.48FY 22Page 13 of 50 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: 04/27/22TIME: 11:15:04UNITED CITY OF YORKVILLE&+(&.5(*,67(5ID: AP211001.W0WINVOICES DUE ON/BEFORE 04/29/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D002476 YBSDYORKVILLE BRISTOL22-MAR04/27/22 01 MAR 2022 SANITARY FEES95-000-24-00-2450308,792.43INVOICE TOTAL:308,792.43 *DIRECT DEPOSIT TOTAL:308,792.430.00308,792.43TOTAL CHECKS PAID:TOTAL ',5(&7DEPOSITS PAID:TOTAL AMOUNT PAID:308,792.43FY 22Page 14 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536447 AACVB AURORA AREA CONVENTION02/22-HAMPTON04/25/22 01 FEB 2022 HAMPTON INN HOTEL TAX 01-640-54-00-54813,348.12INVOICE TOTAL:3,348.12 *03/22-ALL04/19/22 01 MAR 2022 ALL SEASON HOTEL TAX 01-640-54-00-548149.61INVOICE TOTAL:49.61 *03/22-HAMPTON04/21/22 01 MAR 2022 HAMPTON HOTEL TAX 01-640-54-00-54814,510.17INVOICE TOTAL:4,510.17 *03/22-SUNSET04/19/22 01 MAR 2022 SUNSET HOTEL TAX 01-640-54-00-548149.50INVOICE TOTAL:49.50 *3/22-SUPER04/26/22 01 MAR 2022 SUPER 8 HOTEL TAX 01-640-54-00-54811,380.66INVOICE TOTAL:1,380.66 *5/21-SUNSET04/25/22 01 MAY 2021 SUNSET HOTEL TAX 01-640-54-00-548154.00INVOICE TOTAL:54.00 *CHECK TOTAL:9,392.06 536448 ALLSTAR ALL STAR SPORTS INSTRUCTION22300104/26/22 01 04/09-05/24 SPORTS INSTRUCTION 79-795-54-00-54624,823.00INVOICE TOTAL:4,823.00 *CHECK TOTAL:4,823.00 536449 AMEHOIST AMERICAN HOIST & MANLIFT, INC2146704/11/22 01 APR 2022 ELEVATOR MAINTENANCE 24-216-54-00-5446160.0002 AT 651 PRAIRIE POINTE** COMMENT **INVOICE TOTAL:160.00 *2146804/11/22 01 APR 2022 ELEVATOR MAINTENANCE 24-216-54-00-5446160.00FY 22Page 15 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536449 AMEHOIST AMERICAN HOIST & MANLIFT, INC2146804/11/22 02 AT 102 E VAN EMMON** COMMENT **INVOICE TOTAL:160.00 *2147004/11/22 01 APR 2022 MONTHLY ELEVATOR 24-216-54-00-5446212.3402 MAINTENANCE, OIL AND REPLACED ** COMMENT **03 BATTERY @ 800 GAME FARM RD** COMMENT **INVOICE TOTAL:212.34 *CHECK TOTAL:532.34 536450 AMERHIGH AMERICAN HIGHWAY PRODUCTS LTD3112204/14/22 01 MANHOLE RISERS52-520-56-00-5640127.55INVOICE TOTAL:127.55 *CHECK TOTAL:127.55 536451 ATTAT&T6305536805-042204/25/22 01 03/26-04/25 RIVERFRONT79-795-54-00-544051.6702 03/26-04/25 RIVERFRONT79-790-54-00-544051.67INVOICE TOTAL:103.34 *CHECK TOTAL:103.34 536452 BATTERYS BATTERY SERVICE CORPORATION008519604/06/22 01 BATERIES01-410-56-00-5628247.00INVOICE TOTAL:247.00 *CHECK TOTAL:247.00 536453 BFCONSTR B&F CONSTRUCTION CODE SERVICES1582904/14/22 01 MAR 2022 INSPECTIONS01-220-54-00-54597,670.00INVOICE TOTAL:7,670.00 *CHECK TOTAL:7,670.00FY 22Page 16 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536454 BOROWSKK KYLE BOROWSKI04/18/22-PER DIEM 04/25/22 01 NEMRT FIELD TRAINING MEAL PER 01-210-54-00-541580.0002 DIEM** COMMENT **INVOICE TOTAL:80.00 *CHECK TOTAL:80.00 536455 BOUSKAT TIMOTHY BOUSKA04/25-04/2604/27/22 01 UMPIRE79-795-54-00-546265.00INVOICE TOTAL:65.00 *CHECK TOTAL:65.00D002477 BROWND DAVID BROWN05012205/01/22 01 APR 2022 MOBILE EMAIL51-510-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 536456 CENTRALL CENTRAL LIMESTONE COMPANY, INC2842603/07/22 01 GRAVEL51-510-56-00-562084.07INVOICE TOTAL:84.07 *CHECK TOTAL:84.07 536457 COFFMAN COFFMAN TRUCK SALES31278202/16/22 01 INSPECTION01-410-54-00-549040.00INVOICE TOTAL:40.00 *31279202/16/22 01 INSPECTION01-410-54-00-549039.00INVOICE TOTAL:39.00 *FY 22Page 17 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536457 COFFMAN COFFMAN TRUCK SALES31482302/23/22 01 STICKER01-410-54-00-54901.00INVOICE TOTAL:1.00 *CHECK TOTAL:80.00D002478 CONARDR RYAN CONARD05012205/01/22 01 APR 2022 MOBILE EMAIL51-510-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 536458 COREMAIN CORE & MAIN LP68181104/15/22 01 SMART MODE METERS51-510-56-00-56647,688.66INVOICE TOTAL:7,688.66 *Q57466603/25/22 01 METERS, WIRE51-510-56-00-5664817.98INVOICE TOTAL:817.98 *Q62344704/04/22 01 HYDRO REPAIR KIT51-510-56-00-5640382.92INVOICE TOTAL:382.92 *Q63105404/06/22 01 WIRE, SCREWS51-510-56-00-5664321.37INVOICE TOTAL:321.37 *Q64210204/06/22 01 REPAIR KIT, VALVE PLATES51-510-56-00-56641,245.47INVOICE TOTAL:1,245.47 *Q68806004/15/22 01 METER51-510-56-00-5664121.62INVOICE TOTAL:121.62 *Q69709604/15/22 01 METERS51-510-56-00-5664486.48INVOICE TOTAL:486.48 *FY 22Page 18 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536458 COREMAIN CORE & MAIN LPQ69886804/15/22 01 CHAMBER51-510-56-00-56641,242.18INVOICE TOTAL:1,242.18 *CHECK TOTAL:12,306.68 536459 DELAGE DLL FINANCIAL SERVICES INC7613629004/23/22 01 MAR 2022 COPIER LEASE01-110-54-00-5485113.4602 MAR 2022 COPIER LEASE01-120-54-00-548575.6403 MAR 2022 COPIER LEASE01-220-54-00-5485189.1004 MAR 2022 COPIER LEASE01-210-54-00-5485299.1005 MAR 2022 COPIER LEASE79-795-54-00-548594.5506 MAR 2022 COPIER LEASE79-790-54-00-548594.5507 MAR 2022 COPIER LEASE51-510-54-00-548544.6708 MAR 2022 COPIER LEASE01-410-54-00-548544.6709 MAR 2022 COPIER LEASE52-520-54-00-548544.66INVOICE TOTAL:1,000.40 *CHECK TOTAL:1,000.40D002479 DHUSEE DHUSE, ERIC05012205/01/22 01 APR 2022 MOBILE EMAIL01-410-54-00-544015.0002 REIMBURSEMENT** COMMENT **03 APR 2022 MOBILE EMAIL52-520-54-00-544015.0004 REIMBURSEMENT** COMMENT **05 APR 2022 MOBILE EMAIL51-510-54-00-544015.0006 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 536460 DIRENRGY DIRECT ENERGY BUSINESS1704707-221110048853 04/21/22 01 03/18-04/18 RT47 & KENNEDY 23-230-54-00-54821,186.40INVOICE TOTAL:1,186.40 *FY 22Page 19 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536460 DIRENRGY DIRECT ENERGY BUSINESS1704711-221030048771 04/25/22 01 03/10-04/08 KENNEDY RD23-230-54-00-548216.56INVOICE TOTAL:16.56 *1704717-221050048807 03/31/22 01 03/15-04/12 RT47 & ROSENWINKLE 23-230-54-00-548228.42INVOICE TOTAL:28.42 *1704718-221040048793 04/14/22 01 03/08-04/06 RT34 & CANNONBALL 23-230-54-00-548217.71INVOICE TOTAL:17.71 *1704724-221110048853 04/21/22 01 03/18-04/17 3299 LEHMAN CR 51-510-54-00-54808,599.61INVOICE TOTAL:8,599.61 *CHECK TOTAL:9,848.70D002480 DLKDLK, LLC24404/29/22 01 APR 2022 ECONOMIC DEVEOPMENT 01-640-54-00-54869,620.0002 HOURS** COMMENT **INVOICE TOTAL:9,620.00 *DIRECT DEPOSIT TOTAL:9,620.00D002481 EVANST TIM EVANS05012205/01/22 01 APR 2022 MOBILE EMAIL79-790-54-00-544022.5002 REIMBURSEMENT** COMMENT **03 APR 2022 MOBILE EMAIL79-795-54-00-544022.5004 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 536461 FOXVALLE FOX VALLEY TROPHY & AWARDS3701504/25/22 01 SOCCER MEDALS79-795-56-00-56061,350.00INVOICE TOTAL:1,350.00 *CHECK TOTAL:1,350.00FY 22Page 20 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D002482 FREDRICR ROB FREDRICKSON05012205/01/22 01 APR 2022 MOBILE EMAIL01-120-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D002483 GALAUNEJ JAKE GALAUNER05012205/01/22 01 APR 2022 MOBILE EMAIL79-795-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D002484 GARCIAL LUIS GARCIA05012205/01/22 01 APR 2022 MOBILE EMAIL51-510-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 536462 GARDKOCH GARDINER KOCH & WEISBERG55037.01-A04/18/22 01 04/14/22 COMMERCIAL MEDIATION 01-640-54-00-54614,983.5002 FEES** COMMENT **INVOICE TOTAL:4,983.50 *CHECK TOTAL:4,983.50D002485 HENNED DURK HENNE05012205/01/22 01 APR 2022 MOBILE EMAIL01-410-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00FY 22Page 21 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D002486 HERNANDA ADAM HERNANDEZ05012205/01/22 01 APR 2022 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 536463 HERNANDN NOAH HERNANDEZ05012205/01/22 01 APR 2022 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *CHECK TOTAL:45.00D002487 HORNERR RYAN HORNER05012205/01/22 01 APR 2022 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D002488 HOULEA ANTHONY HOULE05012205/01/22 01 APR 2022 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 536464 HUITROND DIEGO HUITRAN04202204/20/22 01 UMPIRE79-795-54-00-546235.00INVOICE TOTAL:35.00 *FY 22Page 22 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536464 HUITROND DIEGO HUITRAN04232204/23/22 01 UMPIRE79-795-54-00-546270.00INVOICE TOTAL:70.00 *CHECK TOTAL:105.00 536465 HUMBERSC CARTER HUMBERS04/25-04/2604/27/22 01 UMPIRE79-795-54-00-546245.00INVOICE TOTAL:45.00 *CHECK TOTAL:45.00 536466 ILPD4778 ILLINOIS STATE POLICE033122-479003/31/22 01 LIQUOR BACKGROUND CHECKS01-110-54-00-546256.50INVOICE TOTAL:56.50 *CHECK TOTAL:56.50 536467 ILPD4811 ILLINOIS STATE POLICE033122-481103/31/22 01 SOLICITOR BACKGROUND CHECKS 01-110-54-00-546228.2502 MASSAGE BACKGROUND CHECKS 01-110-54-00-546256.5003 BACKGROUND CHECKS79-795-54-00-54621,638.50INVOICE TOTAL:1,723.25 *CHECK TOTAL:1,723.25 536468 INGEMUNS INGEMUNSON LAW OFFICES LTD990203/01/22 01 01/19, 01/20 & 02/07 ADMIN 01-210-54-00-5467450.0002 HEARINGS** COMMENT **INVOICE TOTAL:450.00 *999404/01/22 01 MAR 2022 ADMIN HEARINGS01-210-54-00-5467300.00INVOICE TOTAL:300.00 *CHECK TOTAL:750.00FY 22Page 23 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D002489 JACKSONJ JAMIE JACKSON05012205/01/22 01 APR 2022 MOBILE EMAIL52-520-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D002490 JOHNGEOR GEORGE JOHNSON05012205/01/22 01 APR 2022 MOBILE EMAIL51-510-54-00-544022.5002 REIMBURSEMENT** COMMENT **03 APR 2022 MOBILE EMAIL52-520-54-00-544022.5004 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 536469 JUSTSAFE JUST SAFETY, LTD3731804/25/22 01 FIRST AID SUPPLIES52-520-56-00-561065.55INVOICE TOTAL:65.55 *CHECK TOTAL:65.55 536470 KENDCPA KENDALL COUNTY CHIEFS OF88904/20/22 01 APR 2022 MONTHLY MEETING FEE 01-210-54-00-541580.00INVOICE TOTAL:80.00 *CHECK TOTAL:80.00 536471 KENDCROS KENDALL CROSSING, LLCAMU REBATE 03-22 04/19/22 01 MAR 2022 NCG AMSEMENT TAX 01-640-54-00-54392,502.9302 REBATE** COMMENT **INVOICE TOTAL:2,502.93 *FY 22Page 24 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536471 KENDCROS KENDALL CROSSING, LLCAMU REBATE 11-21 OVE 04/25/22 01 NOV 2021 AMUSEMENT TAX REBATE 01-640-54-00-5439-47.2502 CORRECTION FOR OVERPAYMENT** COMMENT **INVOICE TOTAL:-47.25 *CHECK TOTAL:2,455.68 536472 KENDTREA KENDALL COUNTY21-1105/20/21 01 KAT 2021 1ST BI-ANNUAL01-640-54-00-547311,775.0002 CONTRIBUTION** COMMENT **INVOICE TOTAL:11,775.00 *22-0104/01/22 01 KAT 1ST BI-ANNUAL CONTRIBUTION 01-640-54-00-547311,775.00INVOICE TOTAL:11,775.00 *CHECK TOTAL:23,550.00D002491 KLEEFISG GLENN KLEEFISCH05012205/01/22 01 APR 2022 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 536473 KOLOWSKT TIMOTHY KOLOWSKI03/25/22-PER DIEM 04/19/22 01 03/25/22 NEMRT TRAINING MEAL 01-210-54-00-541515.7302 PER DIEM** COMMENT **INVOICE TOTAL:15.73 *CHECK TOTAL:15.73 536474 LANEMUCH LANER, MUCHIN, LTDFY 22Page 25 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536474 LANEMUCH LANER, MUCHIN, LTD61655303/01/22 01 2021 PW NEGOTIATIONS01-640-54-00-5463495.00INVOICE TOTAL:495.00 *61779904/01/22 01 2022 GENERAL COUNSELING01-640-54-00-5463360.00INVOICE TOTAL:360.00 *CHECK TOTAL:855.00 536475 LOHERL LIAM LOHER04/25-04/2604/27/22 01 UMPIRE79-795-54-00-546290.00INVOICE TOTAL:90.00 *CHECK TOTAL:90.00 536476 MCGREGOM MATTHEW MCGREGORY05012205/01/22 01 APR 2022 MOBILE EMAIL01-410-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *CHECK TOTAL:45.00 536477 MEADE MEADE ELECTRIC COMPANY, INC.70024004/20/22 01 REPAIR AT US34 & CANNONBALL TR 01-410-54-00-5435449.97INVOICE TOTAL:449.97 *70026604/25/22 01 REPAIR AT RT47 & US3401-410-54-00-54352,152.51INVOICE TOTAL:2,152.51 *CHECK TOTAL:2,602.48 536478 MENLAND MENARDS - YORKVILLEFY 22Page 26 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536478 MENLAND MENARDS - YORKVILLE3866803/24/22 01 PADLOCK, SCREWS01-210-56-00-562012.25INVOICE TOTAL:12.25 *3897903/28/22 01 WIRE DISCONNECT SET01-410-56-00-562015.98INVOICE TOTAL:15.98 *3898103/28/22 01 HANDSPLIT RAIL, PAINT79-790-56-00-5640199.06INVOICE TOTAL:199.06 *3898303/28/22 01 FENCE PICKET24-216-56-00-56562.59INVOICE TOTAL:2.59 *3905703/29/22 01 WIRE DISCONNECT SET01-410-56-00-56207.99INVOICE TOTAL:7.99 *3906403/29/22 01 CONCRETE MIX52-520-56-00-562044.80INVOICE TOTAL:44.80 *3908403/29/22 01 BLACK NIPPLE79-790-56-00-56405.78INVOICE TOTAL:5.78 *3908603/29/22 01 MULCH52-520-56-00-562014.94INVOICE TOTAL:14.94 *3909303/29/22 01 PACKING TAPE52-520-56-00-56207.99INVOICE TOTAL:7.99 *3914303/30/22 01 PVC PLUG01-410-56-00-56201.11INVOICE TOTAL:1.11 *3914703/30/22 01 KNOCK OUT SEALS, BOX SPACER, 01-410-56-00-5620313.6502 PVC CAP, CONDUIT, COUPLER,** COMMENT **03 WIRE** COMMENT **INVOICE TOTAL:313.65 *FY 22Page 27 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536478 MENLAND MENARDS - YORKVILLE3915403/30/22 01 BIT SETS, VELCRO, TAPE, TOOL 51-510-56-00-563041.4802 BAG** COMMENT **INVOICE TOTAL:41.48 *3916203/30/22 01 ELECTRICAL BOX, PLUG24-216-56-00-565615.30INVOICE TOTAL:15.30 *3916403/30/22 01 FILTERS24-216-56-00-565611.99INVOICE TOTAL:11.99 *3917603/30/22 01 NIPPLES01-410-56-00-56204.89INVOICE TOTAL:4.89 *3918703/30/22 01 TRANSFER PUMP79-790-56-00-56307.99INVOICE TOTAL:7.99 *3922403/31/22 01 NUTS, WASHERS79-790-56-00-564017.14INVOICE TOTAL:17.14 *3922603/31/22 01 BATTERY, DRILL PUMP, SIPHON 79-790-56-00-563018.9702 PUMP** COMMENT **INVOICE TOTAL:18.97 *3924003/31/22 01 BATTERIES52-520-56-00-562025.56INVOICE TOTAL:25.56 *3924203/31/22 01 WORKTUNES EARMUFFS, SPRAYER, 79-790-56-00-5620173.8302 GLOVES** COMMENT **INVOICE TOTAL:173.83 *3924403/31/22 01 HINGES01-410-56-00-562014.97INVOICE TOTAL:14.97 *3928904/01/22 01 SCREWDRIVER, CONTRACTOR BAGS, 51-510-56-00-563026.46FY 22Page 28 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536478 MENLAND MENARDS - YORKVILLE3928904/01/22 02 WIRE STRIPPER** COMMENT **INVOICE TOTAL:26.46 *3930604/01/22 01 HINGES01-410-56-00-562023.97INVOICE TOTAL:23.97 *3931504/01/22 01 PADLOCKS79-790-56-00-562028.98INVOICE TOTAL:28.98 *3931604/01/22 01 BUNGEE, SCREW52-520-56-00-56207.95INVOICE TOTAL:7.95 *3952704/04/22 01 ANCHORS, LAG SHIELD01-410-56-00-56207.87INVOICE TOTAL:7.87 *3954104/04/22 01 BUNGEE CORDS52-520-56-00-56209.99INVOICE TOTAL:9.99 *3954804/04/22 01 TRANSPORT CHAIN79-790-56-00-562029.99INVOICE TOTAL:29.99 *3955804/04/22 01 LIGHT BULB23-230-56-00-56428.96INVOICE TOTAL:8.96 *3966604/06/22 01 CULTIVATOR01-410-56-00-563014.99INVOICE TOTAL:14.99 *39670-2204/06/22 01 EXHAUST FLUID52-520-56-00-562838.9802 BLEACH52-520-56-00-562027.92INVOICE TOTAL:66.90 *39672-2204/06/22 01 SPRAY PAINT, ROLLERS, BRUSH 79-790-56-00-564033.81INVOICE TOTAL:33.81 *3968104/06/22 01 CONCRETE MIX01-410-56-00-56208.40INVOICE TOTAL:8.40 *FY 22Page 29 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536478 MENLAND MENARDS - YORKVILLE3969504/06/22 01 CLEVIS PIN, D-RING, MEASURE 79-790-56-00-564039.9402 TAPE** COMMENT **INVOICE TOTAL:39.94 *3973704/07/22 01 DOWNSPOUTS, ELBOWS, GUTTERS, 24-216-56-00-5656101.4902 COUPLING, BATTERIES, FILTERS ** COMMENT **INVOICE TOTAL:101.49 *3974504/07/22 01 PAPER TOWEL79-790-56-00-5620118.50INVOICE TOTAL:118.50 *3974604/07/22 01 DRILLBITS, GRINDING WHEEL 01-410-56-00-563048.95INVOICE TOTAL:48.95 *3976704/27/22 01 POLE BREAKERS, OUTLETS,24-216-56-00-5656147.2302 CONNECTORS, POLY LINE** COMMENT **INVOICE TOTAL:147.23 **** VOID---LEADER CHECK *** 536479 MENLAND MENARDS - YORKVILLE3980104/08/22 01 ELBOW, DOWNSPOUT24-216-56-00-56566.57INVOICE TOTAL:6.57 *3981004/08/22 01 ROPE79-790-56-00-564022.99INVOICE TOTAL:22.99 *3982104/08/22 01 COMPACT DRILL KIT, SCREWDRIVER 51-510-56-00-5630168.1202 CABLE TIES, DRIVE GUIDE SET ** COMMENT **INVOICE TOTAL:168.12 *39837-2204/08/22 01 POLE-BREAKER, BOLTS, SEALS, 79-790-56-00-564075.67FY 22Page 30 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536479 MENLAND MENARDS - YORKVILLE39837-2204/08/22 02 LUG** COMMENT **INVOICE TOTAL:75.67 *3985204/08/22 01 REBAR, WHEEL COATING SPRAY 79-790-56-00-5640112.63INVOICE TOTAL:112.63 *3998804/09/22 01 ROPE, SPLICE, COUPLER, PVC 23-230-56-00-564287.9702 CEMENT, CONDUIT** COMMENT **INVOICE TOTAL:87.97 *4008604/11/22 01 WIRE STRIPPER, PROPANE01-410-56-00-563019.18INVOICE TOTAL:19.18 *4020404/13/22 01 CARTRIDGE FILTER01-410-54-00-543510.29INVOICE TOTAL:10.29 *4020904/13/22 01 ANT BAITS01-410-54-00-543521.88INVOICE TOTAL:21.88 *4021304/13/22 01 CARABINER52-520-56-00-56209.88INVOICE TOTAL:9.88 *4021504/13/22 01 SOCKET ADAPTER01-410-56-00-56205.97INVOICE TOTAL:5.97 *4021704/13/22 01 ELBOW, CAM CAP, CORDS,24-216-56-00-565666.3002 DOWNSPOUT** COMMENT **INVOICE TOTAL:66.30 *4023504/13/22 01 SEEL WHEEL52-520-56-00-562821.99INVOICE TOTAL:21.99 *4029604/14/22 01 FLEX TUBING, SPLICE, WIRE, 52-520-56-00-562061.8502 TAPE, CLAMPS** COMMENT **INVOICE TOTAL:61.85 *FY 22Page 31 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536479 MENLAND MENARDS - YORKVILLE4065504/19/22 01 SPRAY PAINT, LAUNDRY SOAP 52-520-56-00-562028.86INVOICE TOTAL:28.86 *40670-2204/19/22 01 BUG BAITS, PVC PIPE, PVC CAP 24-216-56-00-565628.94INVOICE TOTAL:28.94 *4068104/19/22 01 CONTRACTOR BAGS, SCREWS,51-510-56-00-5620149.2702 ANCHORS, SCREWDRIVER, DRILL ** COMMENT **03 BIT SETS, DUCT SEALING** COMMENT **04 COMPOUND, CABLE TIES, HACKSAW ** COMMENT **INVOICE TOTAL:149.27 *40756-2204/20/22 01 CONCRETE MIX, SUPER GLUE79-790-56-00-5620196.35INVOICE TOTAL:196.35 *4082504/21/22 01 PVC PIPE, STAKES79-790-56-00-562035.80INVOICE TOTAL:35.80 *4090304/22/22 01 BATTERY79-790-56-00-564044.99INVOICE TOTAL:44.99 *4090404/22/22 01 BATTERY DEPOSIT REFUND79-790-56-00-5640-10.00INVOICE TOTAL:-10.00 *CHECK TOTAL:2,848.14 536480 MESIMPSO M.E. SIMPSON CO, INC3832302/28/22 01 LEAK LOCATION AT 201 SOMONAUK 51-510-54-00-5462275.00INVOICE TOTAL:275.00 *3845003/31/22 01 LEAK LOCATION AT 206 MAIN ST 51-510-54-00-5462695.00INVOICE TOTAL:695.00 *CHECK TOTAL:970.00FY 22Page 32 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536481 METIND METROPOLITAN INDUSTRIES, INC.INV03801804/15/22 01 APR 2022 LIFT STATION METRO 52-520-54-00-5444270.0002 CLOUD DATA SERVICE** COMMENT **INVOICE TOTAL:270.00 *CHECK TOTAL:270.00 536482 METROWES METRO WEST COG466504/06/22 01 MAR 2022 LEGISLATIVE DRIVEDOWN 01-110-54-00-5412300.0002 FOR 3 PEOPLE** COMMENT **INVOICE TOTAL:300.00 *CHECK TOTAL:300.00 536483 MIDWSALT MIDWEST SALT022149004/21/22 01 BULK ROCK SALT51-510-56-00-56382,822.40INVOICE TOTAL:2,822.40 *CHECK TOTAL:2,822.40D002492 MILSCHET TED MILSCHEWSKI05012205/01/22 01 APR 2022 MOBILE EMAIL24-216-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 536484 MOHMS MIDWEST OCCUPATIONAL HEALTH MS21054403/23/22 01 2022 DOT RANDOM MGMT FEE79-790-54-00-5462200.0002 2022 DOT RANDOM MGMT FEE01-410-54-00-5462150.0003 2022 DOT RANDOM MGMT FEE51-510-54-00-5462112.50FY 22Page 33 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536484 MOHMS MIDWEST OCCUPATIONAL HEALTH MS21054403/23/22 04 2022 DOT RANDOM MGMT FEE52-520-54-00-546262.50INVOICE TOTAL:525.00 *CHECK TOTAL:525.00 536485 NICOR NICOR GAS16-00-27-3553 4-0322 04/12/22 01 03/14-04/12 1301 CAROLYN CT 01-110-54-00-548053.77INVOICE TOTAL:53.77 *31-61-67-2493 10322 04/11/22 01 03/11-04/11 276 WINDHAM CR 01-110-54-00-548055.72INVOICE TOTAL:55.72 *37-35-53-1941 1-0322 04/07/22 01 03/09-04/07 185 WOLF ST01-110-54-00-5480471.91INVOICE TOTAL:471.91 *45-12-25-4081 3-0322 04/12/22 01 03/11-04/11 201 W HYDRAULIC 01-110-54-00-5480336.97INVOICE TOTAL:336.97 *46-69-47-6727 1-0322 04/07/22 01 03/09-04/07 1975 N BRIDGE 01-110-54-00-5480158.40INVOICE TOTAL:158.40 *66-70-44-6742 9-0322 04/07/22 01 03/09-04/07 1908 RAINTREE RD 01-110-54-00-5480175.63INVOICE TOTAL:175.63 *80-56-05-1157 0-0322 04/07/22 01 03/09-04/07 2512 ROSEMONT DR 01-110-54-00-548076.58INVOICE TOTAL:76.58 *CHECK TOTAL:1,328.98 536486 OLEARYC CYNTHIA O'LEARYREC SPRING 202204/10/22 01 SOCCER OFFICIALS ASSIGNING FEE 79-795-54-00-5462300.00INVOICE TOTAL:300.00 *CHECK TOTAL:300.00FY 22Page 34 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536487 PARADISE PARADISE CAR WASH22447204/08/22 01 MAR 2022 CAR WASHES79-790-54-00-549520.00INVOICE TOTAL:20.00 *CHECK TOTAL:20.00 536488 PESOLA PESOLA MEDIA GROUP20474804/12/22 01 2022 SPONSOR BANNERS79-795-56-00-56062,400.00INVOICE TOTAL:2,400.00 *CHECK TOTAL:2,400.00 536489 PFIZENMB BEHR PFIZENMAIER021022-PER DIEM02/10/22 01 ILETSBEI TRAINING MEAL PER 01-210-54-00-541545.0002 DIEM** COMMENT **INVOICE TOTAL:45.00 *03/03/22-PER DIEM 04/25/22 01 ILETSBEI TRAINING MEAL PER 01-210-54-00-541545.0002 DIEM** COMMENT **INVOICE TOTAL:45.00 *04/07/22-PER DIEM 04/25/22 01 ILETSBEI TRAINING MEAL PER 01-210-54-00-541545.0002 DIEM** COMMENT **INVOICE TOTAL:45.00 *CHECK TOTAL:135.00D002493 PIAZZA AMY SIMMONS05012205/01/22 01 APR 2022 MOBILE EMAIL01-120-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00FY 22Page 35 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536490 POSMEDIA POSTIVE MEDIA SOLUTIONS, INC.22-002-204/12/22 01 BALANCE FOR 2022 COMMUNITY 79-795-54-00-54261,000.0002 GUIDE** COMMENT **INVOICE TOTAL:1,000.00 *CHECK TOTAL:1,000.00 536491 PURCELLJ JOHN PURCELL05012205/01/22 01 APR 2022 MOBILE EMAIL01-110-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *CHECK TOTAL:45.00 536492 R0000989 JEFF MURRYSTCKR RFND04/25/22 01 REFUND FOR 13 GARBAGE STICKERS 01-000-44-00-440013.00INVOICE TOTAL:13.00 *CHECK TOTAL:13.00 536493 R0002510 VANESSA SULLIVAN02/01 REFUND04/27/22 01 REFUND DOUBLE 02/01 CHARGE 79-795-56-00-5606162.00INVOICE TOTAL:162.00 *CHECK TOTAL:162.00 536494 R0002511 JOHN KOCKMLBX RPLC01/25/22 01 MAILBOX REPLACEMENT01-410-56-00-564075.00INVOICE TOTAL:75.00 *CHECK TOTAL:75.00FY 22Page 36 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D002494 RATOSP PETE RATOS05012205/01/22 01 APR 2022 MOBILE EMAIL01-220-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D002495 REDMONST STEVE REDMON05012205/01/22 01 APR 2022 MOBILE EMAIL79-795-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 536495 REILTEAM REIL INC.165805-BAL05/02/22 01 REMAINING BALANCE FOR FOX HILL 25-225-60-00-60101,000.0002 PARK PLAYGROUND** COMMENT **INVOICE TOTAL:1,000.00 *CHECK TOTAL:1,000.00D002496 ROSBOROS SHAY REMUS05012205/01/22 01 APR 2022 MOBILE EMAIL79-795-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D002497 SCHREIBE EMILY J. SCHREIBER05012205/01/22 01 APR 2022 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00FY 22Page 37 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D002498 SCODROP PETER SCODRO05012205/01/22 01 APR 2022 MOBILE EMAIL51-510-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D002499 SCOTTTR TREVOR SCOTT05012205/01/22 01 APR 2022 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 536496 SEBIS SEBIS DIRECT3783504/08/22 01 MAR 2022 UB BILLING01-120-54-00-5430325.9802 MAR 2022 UB BILLING51-510-54-00-5430436.7403 MAR 2022 UB BILLING52-520-54-00-5430203.7304 MAR 2022 UB BILLING79-795-54-00-5426500.55INVOICE TOTAL:1,467.00 *CHECK TOTAL:1,467.00D002500 SENGM MATT SENG05012205/01/22 01 APR 2022 MOBILE EMAIL52-520-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D002501 SLEEZERJ JOHN SLEEZER05012205/01/22 01 APR 2022 MOBILE EMAIL01-410-54-00-544045.00FY 22Page 38 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D002501 SLEEZERJ JOHN SLEEZER05012205/01/22 02 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *UA-REIMB04/16/22 01 REIMBURSEMENT FOR UNDER01-410-56-00-5600167.7202 ARMOUR SHORTS, TANKS, SHIRTS ** COMMENT **INVOICE TOTAL:167.72 *DIRECT DEPOSIT TOTAL:212.72D002502 SLEEZERS SCOTT SLEEZER05012205/01/22 01 APR 2022 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D002503 SMITHD DOUG SMITH05012205/01/22 01 APR 2022 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D002504 SOELKET TOM SOELKE05012205/01/22 01 APR 2022 MOBILE EMAIL52-520-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 536497 STANDARD STANDARD & ASSOCIATES, INC.FY 22Page 39 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536497 STANDARD STANDARD & ASSOCIATES, INC.SA00005007704/07/22 01 04/03/22 ENTRY LEVEL POLICE 01-210-54-00-5411147.2202 OFFICER TRAINING ADMINISTRATOR ** COMMENT **03 TRAVEL EXPENSES** COMMENT **INVOICE TOTAL:147.22 *CHECK TOTAL:147.22 536498 STANDE STANDARD EQUIPMENT COP3537904/08/22 01 SONETICS REPAIR51-510-54-00-5462206.88INVOICE TOTAL:206.88 *CHECK TOTAL:206.88D002505 STEFFANG GEORGE A STEFFENS05012205/01/22 01 APR 2022 MOBILE EMAIL52-520-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D002506 THOMASL LORI THOMAS05012205/01/22 01 APR 2022 MOBILE EMAIL01-120-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 536499 TRAFFIC TRAFFIC CONTROL CORPORATION13558104/25/22 01 BUS INTERFACE UNITS, LEDS 01-410-54-00-54352,189.00INVOICE TOTAL:2,189.00 *CHECK TOTAL:2,189.00FY 22Page 40 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536500 TRCONTPR TRAFFIC CONTROL & PROTECTION11140304/26/22 01 SIGN01-410-54-00-5435238.25INVOICE TOTAL:238.25 *CHECK TOTAL:238.25 536501 UPS5361 DDEDC #3, INC147202/01/22 01 PACKAGE SHIPPED TO WATER51-510-54-00-54526.5002 RESOURCES** COMMENT **INVOICE TOTAL:6.50 *147302/01/22 01 PACKAGE SHIPPED TO WATER51-510-54-00-545211.9102 RESOURCES** COMMENT **INVOICE TOTAL:11.91 *18703/21/22 01 PACKAGE SHIPPED TO WATER51-510-54-00-545218.1102 RESOURCES** COMMENT **INVOICE TOTAL:18.11 *2702/01/22 01 PACKAGE SHIPPED TO WATER51-510-54-00-54526.5002 RESOURCES** COMMENT **INVOICE TOTAL:6.50 *2802/01/22 01 PACKAGE SHIPPED TO WATER51-510-54-00-545211.9102 RESOURCES** COMMENT **INVOICE TOTAL:11.91 *84211/24/21 01 PACKAGE SHIPPED TO WATER51-510-54-00-545210.7302 RESOURCES** COMMENT **INVOICE TOTAL:10.73 *CHECK TOTAL:65.66 536502 VALLASB BRYAN VALLES-MATAFY 22Page 41 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536502 VALLASB BRYAN VALLES-MATA05012205/01/22 01 APR 2022 MOBILE EMAIL01-410-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *CHECK TOTAL:45.00 536503 VITOSH CHRISTINE M. VITOSHCMV 204603/28/22 01 MAR 2022 ADMIN HEARINGS01-210-54-00-5467500.00INVOICE TOTAL:500.00 *CHECK TOTAL:500.00 536504 WALDEB BRYAN WALDE04192204/19/22 01 REFEREE79-795-54-00-546270.00INVOICE TOTAL:70.00 *04252204/25/22 01 REFEREE79-795-54-00-546235.00INVOICE TOTAL:35.00 *CHECK TOTAL:105.00 536505 WATCHGRD WATCHGUARD VIDEO4BOINV000886202/17/22 01 VAAS MANAGED INSTALL AND25-205-54-00-54955,000.0002 ONSITE TRAING** COMMENT **INVOICE TOTAL:5,000.00 *CHECK TOTAL:5,000.00 536506 WATERSYS WATER SOLUTIONS UNLIMITED, INC10223904/11/22 01 CHLORINE51-510-56-00-5638517.00INVOICE TOTAL:517.00 *CHECK TOTAL:517.00FY 22Page 42 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D002507 WEBERR ROBERT WEBER05012205/01/22 01 APR 2022 MOBILE EMAIL01-410-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 536507 WERDERW WALLY WERDERICH040422-MAR 20022 04/04/22 01 MAR 2022 ADMIN HEARINGS01-210-54-00-5467300.00INVOICE TOTAL:300.00 *CHECK TOTAL:300.00 536508 WERTZC CAMERON WERTZ04/25-04/2604/27/22 01 UMPIRE79-795-54-00-546265.00INVOICE TOTAL:65.00 *CHECK TOTAL:65.00 536509 WEXWEX BANK8067600404/30/22 01 APR 2022 GASOLINE01-210-56-00-56956,985.7302 APR 2022 GASOLINE01-220-56-00-5695493.78INVOICE TOTAL:7,479.51 *CHECK TOTAL:7,479.51 536510 WHITEC CONNOR WHITE04/25-04/2604/27/22 01 UMPIRE79-795-54-00-546265.00INVOICE TOTAL:65.00 *CHECK TOTAL:65.00FY 22Page 43 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D002508 WILLRETE ERIN WILLRETT05012205/01/22 01 APR 2022 MOBILE EMAIL01-110-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 536511 WOLFB BRANDON WOLF05012205/01/22 01 APR 2022 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *CHECK TOTAL:45.00 536512 WSTRACTO WEST SIDE TRACTOR SALES CO.V0325904/12/22 01 REPAIRED BLOWN HYD LINE01-410-54-00-5490629.17INVOICE TOTAL:629.17 *CHECK TOTAL:629.17 536513 YORKACE YORKVILLE ACE & RADIO SHACK17473901/04/22 01 KEYS, KEY RING79-790-56-00-56203.58INVOICE TOTAL:3.58 *17524304/13/22 01 PIN01-410-56-00-56205.20INVOICE TOTAL:5.20 *17526004/14/22 01 EXCHANGE LP TANK01-410-56-00-562024.99INVOICE TOTAL:24.99 *17527904/19/22 01 SCREWS, NUTS01-410-56-00-56200.70INVOICE TOTAL:0.70 *FY 22Page 44 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22TIME: 07:18:48UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 05/10/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 536513 YORKACE YORKVILLE ACE & RADIO SHACK17528404/19/22 01 MASTERLINKS01-410-56-00-563014.00INVOICE TOTAL:14.00 *17528604/19/22 01 SCISSORS, KEYS79-795-56-00-560712.97INVOICE TOTAL:12.97 *17528904/20/22 01 CHAIN LOOPS01-410-56-00-563062.97INVOICE TOTAL:62.97 *17529204/21/22 01 CHAIN LOOPS01-410-56-00-563053.98INVOICE TOTAL:53.98 *17529904/22/22 01 BUMPER RECESS, STARTER FLUID 52-520-56-00-56209.75INVOICE TOTAL:9.75 *CHECK TOTAL:188.14 536514 YOUNGM MARLYS J. YOUNG03312204/20/22 01 03/31/22 MEETING MINUTES01-110-54-00-546285.00INVOICE TOTAL:85.00 *04052204/24/22 01 04/05/22 EDC MEETING MINUTES 01-110-54-00-546285.00INVOICE TOTAL:85.00 *170.00118,815.1811,182.72CHECK TOTAL:TOTAL CHECKS PAID:TOTAL DIRECT DEPOSITS PAID: TOTAL AMOUNT PAID:129,997.90FY 22Page 45 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX 23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS 52-520 SEWER OPERATIONS 72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II 90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22UNITED CITY OF YORKVILLETIME: 07:42:39CHECK REGISTERPRG ID: AP215000.WOWCHECK DATE: 05/10/22CHECK # VENDOR # INVOICE INVOICE ITEMNUMBER DATE # DESCRIPTIONACCOUNT #ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536516 AMEHOIST AMERICAN HOIST & MANLIFT, INC21467-B04/11/22 01 MAY - JUN 2022 ELEVATOR24-216-54-00-5446320.0002 MAINTENANCE AT 651 PRAIRIE** COMMENT **03 POINTE DR** COMMENT **INVOICE TOTAL:320.00 *21468-B04/11/22 01 MAY - JUN 2022 ELEVATOR24-216-54-00-5446320.0002 MAINTENANCE AT 102 E VAN EMMON ** COMMENT **INVOICE TOTAL:320.00 *21470-B04/11/22 01 MAY-JUN 2022 ELEVATOR24-216-54-00-5446408.0002 MAINTENANCE AT 800 GAME FARM ** COMMENT **03 RD** COMMENT **INVOICE TOTAL:408.00 *CHECK TOTAL:1,048.00536517 DELAGE DLL FINANCIAL SERVICES INC7608742104/18/22 01 JUN 2022 LIB COPIER LEASE 82-820-54-00-5462185.00INVOICE TOTAL:185.00 *7609044604/18/22 01 JUN 2022 MANAGED PRINT SRVCS 01-410-54-00-5485112.3302 JUN 2022 MANAGED PRINT SRVCS 01-120-54-00-548537.4403 JUN 2022 MANAGED PRINT SRVCS 01-210-54-00-5485112.3304 JUN 2022 MANAGED PRINT SRVCS 51-510-54-00-548550.1805 JUN 2022 MANAGED PRINT SRVCS 52-520-54-00-548512.3606 JUN 2022 MANAGED PRINT SRVCS 01-410-54-00-548512.36INVOICE TOTAL:337.00 *CHECK TOTAL:522.00536518 GLATFELT GLATFELTER UNDERWRITING SRVS.139910125-512/23/21 01 LIABILITY INS INSTALL #501-640-52-00-5231 13,201.42FY 23Page 46 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX 23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS 52-520 SEWER OPERATIONS 72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II 90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22UNITED CITY OF YORKVILLETIME: 07:42:39CHECK REGISTERPRG ID: AP215000.WOWCHECK DATE: 05/10/22CHECK # VENDOR # INVOICE INVOICE ITEMNUMBER DATE # DESCRIPTIONACCOUNT #ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536518 GLATFELT GLATFELTER UNDERWRITING SRVS.139910125-512/23/21 02 LIABILITY INS INSTALL #5-P 01-640-52-00-52312,744.8903 LIABILITY INS INSTALL #551-510-52-00-52311,455.6904 LIABILITY INS INSTALL #552-520-52-00-5231697.8005 LIABILITY INS INSTALL #582-820-52-00-52311,094.20INVOICE TOTAL:19,194.00 *CHECK TOTAL:19,194.00536519 ILTREASU STATE OF ILLINOIS TREASURER11605/01/22 01 RT47 EXPANSION PYMT #11615-155-60-00-60796,148.8902 RT47 EXPANSION PYMT #11651-510-60-00-60793,780.9803 RT47 EXPANSION PYMT #11652-520-60-00-60791,873.4804 RT47 EXPANSION PYMT #11688-880-60-00-6079624.01INVOICE TOTAL:12,427.36 *CHECK TOTAL:12,427.36536520 IPRFILLINOIS PUBLIC RISK FUND7621804/18/22 01 JUNE 2022 WORKER COMP INS 01-640-52-00-5231 11,481.6902 JUNE 2022 WORKER COMP INS-P 01-640-52-00-52312,335.6503 JUNE 2022 WORKER COMP INS-P 51-510-52-00-52311,088.8004 JUNE 2022 WORKER COMP INS-P 52-520-52-00-5231491.8205 JUNE 2022 WORKER COMP INS-P 82-820-52-00-5231928.04INVOICE TOTAL:16,326.00 *CHECK TOTAL:16,326.00536521 KCSHERIF KENDALL CO. SHERIFF'S OFFICEYOR-DRO2204/18/22 01 DRONE INSURANCE RENEWAL01-210-54-00-5460500.0002 04/22/22-04/22/23** COMMENT **INVOICE TOTAL:500.00 *CHECK TOTAL:500.00FY 23Page 47 of 50 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES 15-155 MOTOR FUEL TAX 23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS 52-520 SEWER OPERATIONS 72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II 90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 05/03/22UNITED CITY OF YORKVILLETIME: 07:42:39CHECK REGISTERPRG ID: AP215000.WOWCHECK DATE: 05/10/22CHECK # VENDOR # INVOICE INVOICE ITEMNUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536522 NEOPOST QUADIENT FINANCE USA, INC05012205/01/22 01 POSTAGE MACHINE REFILL01-000-14-00-1410500.00INVOICE TOTAL:500.00 *CHECK TOTAL:500.00536523 R0001975 RYAN HOMES2056 SQUIRE04/19/22 01 SECURITY GUARANTEE REFUND 01-000-24-00-24155,000.00INVOICE TOTAL:5,000.00 *2058 SQUIRE04/19/22 01 SECURITY GUARANTEE REFUND 01-000-24-00-24155,000.00INVOICE TOTAL:5,000.00 *CHECK TOTAL:10,000.00536524 RISRECORD INFORMATION SYSTEMS INC5160604/08/22 01 KENDALL COUNTY DATABASE ACCESS 01-220-54-00-5462575.0002 RENEWAL** COMMENT **INVOICE TOTAL:575.00 *CHECK TOTAL:575.00536525 VITOSH CHRISTINE M. VITOSH204704/18/22 01 4/13/22 PLANNING AND ZONING 90-180-00-00-0011192.00INVOICE TOTAL:192.00 *CHECK TOTAL:192.00TOTAL AMOUNT PAID:61,284.36FY 23Page 48 of 50 REGULAR OVERTIME TOTAL IMRF FICA TOTALSADMINISTRATION21,322.54 - 21,322.54 1,897.70 1,629.72 24,849.96 FINANCE11,519.60 - 11,519.60 1,025.24 879.64 13,424.48 POLICE142,252.51 3,667.48 145,919.99 544.18 11,122.60 157,586.77 COMMUNITY DEV.23,838.16 - 23,838.16 2,121.60 1,800.51 27,760.27 STREETS20,770.60 284.31 21,054.91 1,873.86 1,599.79 24,528.56 BUILDING & GROUNDS2,095.20 98.21 2,193.41 195.21 167.79 2,556.41 WATER21,394.05 543.17 21,937.22 1,952.41 1,664.24 25,553.87 SEWER9,594.36 102.57 9,696.93 863.03 741.81 11,301.77 PARKS27,334.09 350.91 27,685.00 2,414.10 2,117.89 32,216.99 RECREATION18,397.97 - 18,397.97 1,440.16 1,407.50 21,245.63 LIBRARY18,036.17 - 18,036.17 954.63 1,379.79 20,370.59 TOTALS316,555.25$ 5,046.65$ 321,601.90$ 15,282.12$ 24,511.28$ 361,395.30$ TOTAL PAYROLL361,395.30$ UNITED CITY OF YORKVILLEPAYROLL SUMMARYApril 29, 2022Page 49 of 50 ACCOUNTS PAYABLE DATE FY 22 City MasterCard Bill Register - FY 22 (Pages 1 - 13)04/25/2022 223,966.48$ Manual City Check Register - FY 22 (Page 14)04/29/2022 308,792.43 City Check Register - FY 22 (Pages 15 - 45)05/10/2022 129,997.90 SUB-TOTAL: 662,756.81$ FY 23 City Check Register - FY 23 (Pages 46 - 48)05/10/2022 61,284.36$ SUB-TOTAL: $61,284.36 Bi - Weekly (Page 49)04/29/2022 361,395.30$ SUB-TOTAL: 361,395.30$ TOTAL DISBURSEMENTS:1,085,436.47$ UNITED CITY OF YORKVILLE BILL LIST SUMMARY Tuesday, May 10, 2022 PAYROLL Page 50 of 50 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 2022-05 Bright Farms Development Agreement City Council – May 10, 2022 Majority Approval Bart Olson Administration Name Department Summary Consideration of a development and recapture agreement with BrightFarms covering construction of the greenhouse operation buildings, use of a private well, phased completion of Corneils Road improvements, and funding and construction of a public sewer extension. Background This item was last discussed by the City Council at the April 26th meeting. At that meeting, the City Council reviewed the draft development agreement and discussed terms related to Corneils Rd. Since that meeting, the development agreement has been finalized and BrightFarms has signed the agreement. The summary of the agreement is included within the April 12th City Council memo (attached), with updates generally as follows: 1) The private water well sections have been updated to make it clear that the City Council is only approving a water well in the 640’ range, which is within the St. Peter Sandstone of the Ancell Group formation. Any change to this water well or any new well will go through the normal county/state permitting processes (if required) and will require supplemental City Council approval. The process for the City Council approval of a new well or a changed well is not explicit in the agreement, which would give the City Council flexibility to demand information and studies at the time of the request. If that request comes in front of the City Council in the near future, we would recommend the same process as recently completed – BrightFarms would drill a test well and provide the information to staff; the staff would analyze the information and present the findings to City Council; and the City Council would review this information and consider the request publicly. 2) The Corneils Road paragraph (2.7) has been reformatted and specific language on the bond amount and bond posting process has been included. The improvement deadlines have been modified to reflect the verbal discussion at the April 26th City Council meeting. i.e. completion of the section between Eldamain Rd and the project entrance before occupancy permit, and the remaining section within three years. 3) The sewer project payment section (2.5) has been heavily modified in paragraphs iii and iv, to reflect the choice of Bright Farms to forego a payment bond option and instead post the value of the entire project at time of contract bidding. Along these lines, the agreement has been drafted so that BrightFarms is responsible for any Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: May 5, 2022 Subject: Bright Farms development status update overages or change orders (subject to recapture depending on the nature of the change) and stands to benefit from any balancing change orders at the end of the project. The verbal presentation from Brad Sanderson regarding the private water well information has been compiled into a memo with exhibits, for the City Council’s use in considering the development agreement. None of the conclusions have changed since the City Council’s last meeting. Sean O’Neill has provided two narrative memos related to their water stewardship water reuse plan, per questions posed by the City Council at the last meeting. The first document is titled “BrightFarms Water Stewardship” and it discusses the gross and net usage of water on the property during initial buildout and full buildout. The figures attached in the table are generally in line with the exhibits presented via slide at the last meeting by BrightFarms. In this memo, however, the water balance is shown on for a sample day, as opposed to annual figures. The second document is titled “Bright Farms Water Reuse Plan” and it discusses the various systems they will use to collect and reuse water throughout their operation Any systems installed in Yorkville would be subject to our normal building plan review and inspection processes, if required. Finally, staff did reach out to the resident who attended the last City Council meeting to verify some well information. The result of that visit and the corresponding analysis is addressed in the water well informational memo from EEI. Recommendation Staff recommends approval of the ordinance and the development agreement for Bright Farms. 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: • 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. • 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. • 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 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 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 Subject: Award of 2011 Misc. Bituminous Patching Contract to Aurora Blacktop, Inc. 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. 10 F ig ur e 5 . D e t a il fr o m c r o s s s e ctio n B -B ' (F ig ur e 4) s h o win g h ydro str a tigr a p hic u nit s F ig ur e 6 . D e t a il fro m cro s s s e c tio n C -C ' (F ig ur e 5) s h o win g a q uif e r s in K e n d a ll C o u nt 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. Union Trans., vol. 16, pp. 519 -524. BrightFarms Water Stewardship, Initial Ancell Formation Well and Approach to Future Wells in Yorkville IL From the beginning of its work in the Yorkville area, BrightFarms understood the importance of water and sustainable water use to the region. We chose the depth and the geologic formation of the initial well strategically so as to minimize impact on both the City of Yorkville and surrounding neighbors. We have engaged the State’s leading water experts (the Illinois State Water Survey) to guide us in making careful decisions and will continue to do so. Context: Continuous Improvement and Sustainability Goals BrightFarms parent company, Cox Enterprises, has ambitious goals for water neutrality for its core holdings. Over time BrightFarms will be integrated into Cox’s climate and sustainability objectives. Even absent the complex hydrogeologic context of the Western suburbs of Chicago, corporate values and imperatives would compel BrightFarms toward good water stewardship in Yorkville. Initial Well and Water Balance The initial BrightFarms well penetrates below the limestone that separates the sand and gravel aquifers from the sandstone aquifers, and penetrates roughly 120 feet into the Ancell unit. It does not reach the Ironton‐Galesville unit, the formation from which Yorkville obtains the vast majority of its water supply. We do not request, nor do we anticipate requesting in the future, a well penetrating to the Ironton‐Galesville. The City’s engineers at EEI concur with our analysis that very few local wells utilize the Ancell unit. We have agreed to consult with the three or four well owners who might be impacted and cover the costs of lowering well pumps if that is necessary. The water balance appears in the table below with comments reflecting anticipated future progress: Water Usage in Gal/Day 1 module (phase 1) 4 modules (full build‐out) Comments Plant Uptake 84,000 336,000 Process/Washdown 23,000 92,000 BF is consistently improving these methods Cooling Tower Make‐up 2,500 10,000 Domestic Water 5,800 23,200 Regs require use est of very high gal/day/employee Total Usage 115,300 461,200 Wastewater recycling 23,000 92,000 This number will increase over time Rainwater capture (est) 25,500 102,000 Condensate Recovery (transpiration) 15,000 60,000 Condensate Recovery (boilers) TBD TBD Initial est is 5,000 gal/day in summer, 15,000 in winter Total Recycled 63,500 254,000 Approaching this exercise from a regional perspective, our annual projected water usage of ~75,500,000 gallons compares favorably with the estimated water usage of 120 acres of hybrid corn at about 72,000,000 gallons per year (https://agresearchmag.ars.usda.gov/2011/aug/water). And, while this comparison may underrepresent how much water that would reach sand and gravel layers (vs running off the site), it also does not account for the quantity of water BrightFarms will return to sand and gravel layers via infiltration basins (~10 acres) and undeveloped space (~20 acres). Approach to Future Wells BrightFarms will probably seek a permit for one or more sand and gravel wells. We do not anticipate a change in the water balance shown above, i.e. sand and gravel wells are not indicative of an increase in usage. The sand and gravel wells will:  Reduce the cost (and carbon footprint) of our water production when compared to pumping from deeper aquifers hundreds of feet below the sand and gravel;  Provide redundancy in case of pump problems or other temporary water challenges;  Balance impacts across aquifers;  Utilize lower quality water – sand and gravel wells are more likely to have salts and pesticide residues – for uses that are not food‐ or growing‐related. Our initial pump test, and substantial research by the ISWS, suggests ample water in the sand and gravel layers. Those studies do not anticipate significant dewatering through 2050 and suggest that recharge via stormwater and the Fox River is the norm. For those wells we would anticipate a process just like the one we pursued for the initial well. BrightFarms would: 1. Permit and install a test well in the sand and gravel aquifer; 2. Perform a 24‐hour drawdown test (or longer if necessary); 3. Use the results to estimate the cone of depression and the radius and extent of potential impacts on neighbors (if any); 4. Work with neighbors to the extent they could be impacted to ensure we mitigate any adverse effects. We ask that approval of a sand and gravel well not be unreasonably withheld so long as this careful process is followed. BrightFarms Water Reuse Plan for its new farm in Yorkville IL BrightFarms, a leader in Controlled Environment Agriculture (CEA), is preparing to break ground on its newest farm in Yorkville, IL. CEA optimizes the use of sunlight, water, and energy resources, to efficiently grow healthy nutritious green vegetables. How we use water to grow our products is described below. The Yorkville farm will receive water from an on site well, and from rainwater harvesting. Incoming well water will be filtered and softened to remove hard water minerals, in Illinois high bicarbonate concentrations are the chief impediment to good water for growing. The primary use of well water will be for germinating new seedlings and for irrigating the growing crops. Rainwater will be collected from the building roof areas held in special lined ponds on the site. Pumps will deliver this water to the facility where it will be filtered for sediment and any possible harmful contaminants. After this filtration, this water is ready to use for agricultural purposes such as irrigation and cleaning processing areas. Condensate water will also be collected from heat exchangers that cool process air and boiler exhaust gases. This water will be filtered for potential contaminants and pH‐adjusted as needed for reuse in irrigation and cleaning. Floor drains in the facility drain to a central collection sump. This water may contain soil particles, pieces of harvested plants, and fertilizers from irrigation water. This water is filtered and reused in first rinses of equipment, particularly those processes where heavy soil removal is required. Solids from filtration processes will be composted with other residual plant and soils that are left over from the growing process. BrightFarms prides itself on using technology to deliver the highest quality delicious, locally grown vegetables to its customers using sustainable practices. This memo is to address the issue that was raised at the April 12th City Council meeting by a resident that lives on River Road. After the meeting, EEI staff contacted the resident at 12340 River Road to gain an understanding of the construction of the property owners well. It was noted that the depth of the well approximately 350 feet. Based on our review, the property owners well does not reach into the Ancell sandstone and it is 3.4 miles away from the proposed BrightFarms well. The primary zone contributing water to his well is the Galena-Platteville limestone/dolomite. In the BrightFarms proposed well, this zone is cased off, so no water from the Galena limestone/dolomite that supplies his well is being directly removed by the BrightFarms well. Therefore, we do not anticipate any well interference and/or disruption to the residents well from the BrightFarms project. 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 (River Road Resident) Subject: Award of 2011 Misc. Bituminous Patching Contract to Aurora Blacktop, Inc. Summary Review of the development status of the Bright Farms development. Background This item was last discussed by the City Council at the March 22nd City Council meeting, when the City Council reviewed a development status memo and Sean O’Neill was present to answer questions. Since that meeting, development negotiations have been ongoing. Water Well Water well information has been sent to staff. The analysis is complete with some recommendations to be made for regional wells. This material will be presented at the City Council meeting by City staff. Draft Development Agreement Status The current state of the draft development agreement is attached. Per prior status memos, we provide the following overview: 1) Bright Farms project commitment – 120 acres with 1.9m total square feet of buildings at final development. Phased construction of four greenhouses of approximately 400,000 square feet each connected to two central processing headhouses of 150,000 square feet each. a. Section 1.2 2) Approval to drill their own water well (requires City Council review and approval during the development agreement phase). a. Section 1.3 and Section 2.8. 3) Payment of Bright Farm’s direct costs for the sewer project, estimated at $500,000 for their share of the 12” and 16” sewer lines, $507,000 for annexation fees into the sanitary district, and $507,000 for infrastructure fees into the sanitary district a. The $507,000 for annexation fees do not go to the sewer project; the fees go to the sanitary district to offset the cost of the sanitary district’s general expenses. b. Section 2.3, 2.4 and 2.5 Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: April 7, 2022 Subject: Bright Farms development status update 4) Payment of tributary properties direct costs for the sewer project, with recapture due to Bright Farms in an amount and method to be determined, based on the ongoing funding gap discussion. a. Section 2.5 and 2.6 5) An exhibit with the recapture agreement and related provisions due to Bright Farms a. To be provided later. 6) Reconciliation of design engineering costs and credits for Bright Farms based on their share of the engineering agreement and their deposits to keep the engineering work moving along a. Implicit to the agreement (work continues until funding stops, then the entire project costs are calculated later according to Section 2.5 and 2.6) 7) Clarification that if the CDBG sewer grant application is awarded, that the money will be sent to Bright Farms (they have the burden of providing financial information and project commitments to the state, the City is the pass-through entity) and that the grant application will not be used to offset the share of what other properties will eventually have to pay as recapture a. Section 2.1 8) Authorize the City to design and construct the sewer project, with YBSD input. a. Section 2.2 9) Authorizes YBSD and Bright Farms to negotiate the timing of the YBSD annexation fees and IPF payments to the district, as long as the City is not at risk for project costs during construction a. Not applicable. 10) Commitment to complete the sewer project by January 2023, and if that design is not met, a commitment from the City to Bright Farms to allow them to use temporary onsite septic and process water until the permanent sewer is constructed. a. Section 2.8 11) Bright Farms is asking for some relief in scope and timing for required improvements to Corneils Road adjacent to their property. Improving a road adjacent to a large development is a standard development obligation but we will review their request with appropriate context and present a recommendation to the City Council in the future. a. Section 2.7. Current proposal is Corneils between Eldamain and the development entrance must be completed before occupancy permits are issued. Security for the remaining portion of Corneil must be posted before occupancy, but work on this section must be complete within 2 years from occupancy permit issuance. 12) Bright Farms is asking for some consideration on timing of payments related to the sewer construction to more closely coincide with the actual payments the City will make to the contractor. We are working with them to work this language out via payment bond, other form of security, or contractor contract language so the City’s risk is eliminated or minimized in a scenario where the contract is approved and the developer doesn’t fulfill the payment obligations. a. This will be in Section 2.5, but language is still being negotiated. 13) Bright Farms has asked for some consideration on the building permit fees for the project, for which our current estimate is more than $350,000. As you might recall, the project will consist of four greenhouses of ~370,000 square feet each, plus two headhouses at ~145,000 square feet each, plus a headhouse connector building of 34,500 square feet. All in, this will be more than 1.8m square feet of buildings; our current building permit fee is $750 plus $0.20 per square foot. Their initial request is that they accept that they have to pay the full building permit fee on the headhouses and headhouse connector building, as these are standard industrial buildings with many modern components; but, they are requesting waivers or reductions on the greenhouses since they are more simplistic in nature and there will be four identical buildings. They have provided other information that other towns have waived these building permit fees or reduced them given the agricultural nature of the greenhouse buildings. We are reviewing our commercial permit fees relative to other Chicagoland towns who have a more established commercial/industrial base. In some of these towns, commercial permits are charged as a percentage of the total cost of the project (a couple quick examples showed a 1.1% and 2% fee). We are reviewing this material from other towns, their request for a fee waiver or reduction, how much time we think it will take our staff to plan review and inspect these buildings, and will provide a more detailed update and recommendation to City Council at a later date. a. This will be in a future section, but the analysis and the agreement language is still being negotiated. Recommendation This is an informational item. Ordinance No. 2022-____ Page 1 Ordinance No. 2022-________ AN ORDINANCE APPROVING AN AGREEMENT BY AND AMONG THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, YORKVILLE-BRISTOL SANITARY DISTRICT AND ILLINOIS GREENHOUSE, LLC WHEREAS, 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; the Yorkville-Bristol Sanitary District (“YBSD”) is an independent municipal corporation validly organized under the Illinois Sanitary District Act of 1917; and, Illinois Greenhouse, LLC, is a Delaware corporation d/b/a BrightFarms, is a hydroponic indoor farming company producing lettuce and herbs for shipping to local retailers (“BrightFarms”); and, WHEREAS, BrightFarms submitted a proposal to the City to develop approximately forty (40) acres at the northeast corner of Eldamain and Corneils Roads (the “Development Site”) to construct a 860,000 square foot greenhouse as Phase I, followed by a second 860,000 square foot greenhouse as Phase II for an indoor lettuce and herb growing operation, however, the Development Site is not served by water or sewer service; and, WHEREAS, BrightFarms has informed the Village that it would not require City water service for its operations due to the fact that the presence of chlorine in the City’s potable water supply impacts lettuce growth however it has requested the City to extend sewer services to the Development Site and has determined that the design of, land acquisition for, and construction of approximately 8,5000 linear feet of sanitary sewer interceptor from Rob Roy Creek to the Development Site (the “Project”), the acquisition of easements necessary for the sewer interceptor, permit fees and engineering design fees shall cost approximately $3,000,000 to $3,200,000 (the “Project Cost”); and, Ordinance No. 2022-____ Page 2 WHEREAS, the City, YBSD and BrightFarms have come to an agreement with respect to the allocation of the Project Cost, and their respective responsibilities for the design and construction of the Project among them all as set forth in the Agreement attached hereto and made part hereof. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. All of the Preambles hereinabove set forth are incorporated herein as if restated. Section 2. That the Agreement by and among the United City of Yorkville, Yorkville- Bristol Sanitary District and Illinois Greenhouse, LLC and in the form attached hereto and presented to this meeting is hereby approved and the Mayor is hereby authorized to execute same and to implement the terms thereof. Section 3: This Ordinance shall be in full force and effect after its passage, publication, 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. 2022. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ SEAVER TARULIS _________ JASON PETERSON _________ Ordinance No. 2022-____ Page 3 APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2022. ______________________________ MAYOR Attest: ______________________________ CITY CLERK AGREEMENT BY AND AMONG THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, YORKVILLE-BRISTOL SANITARY DISTRICT AND BRIGHTFARMS EFFECTIVE DATE: 5/10/2022 ARTICLE 1: RECITALS 1.1 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. The Yorkville-Bristol Sanitary District (“YBSD”) is an independent municipal corporation validly organized under the Illinois Sanitary District Act of 1917; and Illinois Greenhouse, LLC, a Delaware limited liability company and subsidiary of BrightFarms, Inc., a Delaware corporation, is a hydroponic indoor farming company producing lettuce and herbs for shipping to local retailers (collectively “BrightFarms”). 1.2 BrightFarms has submitted a proposal to the City to develop approximately one- hundred twenty (120) acres at the northeast corner of Eldamain and Corneils Roads (the “Development Site”) to construct a 860,000 square foot greenhouse as Phase I, followed by a second 860,000 square foot greenhouse as Phase II, for an indoor lettuce and herb growing operation; however, the Development Site is not served by water or sewer service. 1.3 BrightFarms has informed the City that it would not require City water service for its operations due to the fact that the presence of chlorine in the City’s potable water supply impacts lettuce growth and, therefore, has requested the City to permit it to drill a well at the Development Site and to approve such amendments to the City Code to permit the generation of a water supply from such wells at the Development Site, as specified below in Section 2.8. BrightFarms agrees to obtain any other permits required for the well from any other governmental entity having jurisdiction over the development site. 1.4 The City has investigated the route required to extend sewer services to the Development Site and has determined that the design of, land acquisition for, and construction of approximately 8,500 linear feet of 12”, 16” and 30” sanitary sewer interceptor(s) from Rob Roy Creek to the Development Site (the “Project”), and the acquisition of easements necessary for the sewer interceptor, permit fees and engineering design fees are collectively estimated to be a maximum amount of $3,200,000 (the “Project Cost”). The City hereby agrees to obtain BrightFarms’ prior written consent before executing any proposed change orders that would increase the Project Cost. 1.5 The City, YBSD and BrightFarms agree that the Project Cost should be proportioned among the parties to this Agreement with each party having the right to recapture portions of the Project Cost, on a pro rata basis in accordance with the initial allocation of the Project Cost shared among the Parties, from future users. 1.6 BrightFarms has completed a traffic study, which has been reviewed and its recommendations validated by the City’s engineers. DocuSign Envelope ID: 455CF9BA-A54C-47BF-80A3-AA3DCAE716FF ARTICLE 2: RESPONSIBILITY OF THE PARTIES 2.1 The City has applied to the Community Development Block Grant (“CDBG”) Program as established by the U.S. Housing and Development Act of 1974 for a grant in the maximum amount of $1,000,000 for the sewer extension to the Development Site and such other required public infrastructure for the sewer extension. The City further agrees to take all reasonably necessary steps to obtain the CDBG. In the event any funds are received by the City as the result of its CDBG application, the City agrees to remit the entire portion of the grant funds to BrightFarms within 60 days of its receipt. 2.2 BrightFarms and YBSD agree that the City shall be solely responsible for the design and construction of the Project and the acquisition of any necessary easements, subject to the conditions set forth in this Agreement. The parties hereby agree that, after construction and acceptance of the Project by YBSD, the City shall assign any and all easement rights relating to the 30” sanitary sewer interceptor portion of the Project to YBSD and convey the title to the 30” sanitary sewer interceptor portion of the Project to YBSD. 2.3 BrightFarms hereby agrees to pay YBSD all appropriate annexation fees and infrastructure participation fees at the time of the Project’s annexation into YBSD. Based on fees in effect in January 2022 and for illustrative purposes only, the current annexation fee is $4,228 per acre. BrightFarms anticipates annexing all 120 acres of the Development Site immediately after the City’s and YBSD’s respective approvals of this Agreement and will be estimated to owe YBSD $507,360 immediately after the City’s and YBSD’s approvals. Based on fees in effect of January 2022 and for illustrative purposes only, the current infrastructure participation fee is $4,228 per acre. BrightFarms anticipates developing the Development Site on a phased basis but shall commit to paying the infrastructure participation fees for all 120 acres (i.e. $507,360) to YBSD before the City acquires any easement necessary to construct the Project. YBSD agrees to remit the $507,360 for BrightFarms’ infrastructure participation fees to the City (the “BF Infrastructure Fees”), and YBSD shall pay an estimated $158,120 to the City for the purpose of paying YBSD’s proportionate share of the total Project Cost (the “YBSD Sewer Interceptor Share”) which shall be applied to the cost of the 30” portion of the sanitary sewer interceptor (collectively, the BF Infrastructure Fees and the YBSD Sewer Interceptor Share hereinafter referred to as the “YBSD Contribution)”. YBSD acknowledges that the YBSD Sewer Interceptor Share is an estimated amount based on the Project Cost and agrees that the final amount of the YBSD Contribution will be calculated after bidding of the Project. In the event that the Project Cost is increased or decreased pursuant to change orders executed by the City, to pay to the City its proportionate share of any additional amounts that increase the Project Cost within thirty (30) calendar days after YBSD’s receipt of a written invoice from the City, or the City shall pay to YBSD its share of any additional change orders that decrease the Project Cost within thirty (30) calendar days after the City’s approval of the change order. YBSD shall pay the YBSD Contribution to the City within 30 days from its receipt of BrightFarms’ payment of the infrastructure participation fees. 2.4 BrightFarms agrees to contribute an amount equal to the total Project Cost (“BrightFarms Funding Payments”), less the total amount to be paid to the City by YBSD. The BrightFarms Funding Payments shall be payable to the City as stipulated in Paragraph 2.5. DocuSign Envelope ID: 455CF9BA-A54C-47BF-80A3-AA3DCAE716FF 2.5 A. In addition to the annexation fees and the infrastructure participation fees due to YBSD from BrightFarms as described above in Section 2.3, BrightFarms agrees to be responsible for all BrightFarms Funding Payments, which amounts shall be deposited by BrightFarms prior to the execution of a contract for the construction of the Project (the “Construction Contract”) into an escrow account to be managed by the City (the “Construction Deposit”). All payments for the Project shall be made by the City to its construction contractor from the Construction Deposit. The City shall work with BrightFarms in the preparation of the Request for Proposal of the Construction Contract in furtherance of successfully completing the Project by the Target Date (as hereinafter defined). The City shall deliver (i) an executed version of the Construction Contract to BrightFarms; (ii) executed copies of the agreement between the City and its engineering firm and/or design contractor(s) for the Project (the “Engineering Contract”); and, (iii) monthly reports to BrightFarms of all payments made from the Construction Deposit. B. In the event of any change orders resulting in any decrease in the amount due from the City under the Construction Contract, the City shall pay to BrightFarms , from the Construction Deposit, the full amount of any such decrease of the Construction Contract within five (5) business days after the City’s receipt of a fully executed Change Order. In the event of any approved increase in the amount due from the City under the Construction Contract due to a change order, BrightFarms shall increase the Construction Deposit within five (5) business days after BrightFarms’ receipt of a fully executed Change Order in an amount equal to such increase of the Construction Contract. C. The City agrees to reimburse BrightFarms an amount equal to $150,000, which shall be paid to BrightFarms in four (4) equal annual payments of $37,500. The City shall pay the first reimbursement payment to BrightFarms on the date of completion of the construction of the Project and approval thereof by the City and shall pay each of the remaining reimbursement payments to BrightFarms on the three (3) following anniversaries of such date of completion. 2.6 Upon execution of this Agreement and the calculation of the actual Project Cost after the Project has been completed and accepted, BrightFarms shall be entitled to recapture amount(s) as set forth in the Recapture Agreement, the form of which is attached hereto as Exhibit A. The parties hereby agree that the form of the Recapture Agreement may be modified by the City and BrightFarms, and YBSD agrees it has no rights under the Recapture Agreement. 2.7 BrightFarms shall improve Corneils Road from Eldamain Road to the eastern edge of the Development Site in accordance with the specifications attached hereto as Exhibit B. Prior to an issuance of a certificate of occupancy permit for the first phase of the BrightFarms facility at the Development Site, BrightFarms shall have: (i) Improved Corneils Road from Eldamain Road to the entrance of its facility; and, (ii) Delivered to the City a performance bond from a bonding company acceptable to the City in an amount equal to one hundred twenty percent (120%) of the estimated cost to improve Corneils Road, as provided by the City Engineer, from the entrance of the BrightFarms facility to the eastern edge of the Development Site (the “Corneils Road Final Phase”); it DocuSign Envelope ID: 455CF9BA-A54C-47BF-80A3-AA3DCAE716FF being understood that the Corneils Road Final Phase shall be improved within three (3) years of the date of the certificate of occupancy for the first phase of BrightFarms facility at the Development Site. 2.8 The City agrees to undertake and agree to make amendments to the City Code which will be necessary to permit the drilling and use of a proposed well in the St. Peter Sandstone of the Ancell Group formation at a depth of approximately 640’. Any further changes to this well or a new well will require City Council approval, approval of which will not be unreasonably withheld. 2.9 The City and its contractors have assessed the Project and indicate that completion of the construction of the sewer by February 1, 2023 (the “Target Date”) is feasible. The City and its contractors shall make every reasonable effort to achieve that deadline, reporting to BrightFarms on progress, reviewing any challenges that arise and collaborating fully with BrightFarms in an effort to achieve the Target Date. If the City fails to achieve the Target Date, it will allow temporary permits for alternative arrangements for onsite septic and/or holding tanks, comparable to those that would be permitted on a construction site, to be paid for at BrightFarms’ sole cost, until the sewer construction is complete. It is noted that the City is not the permitting agency for septic systems, but the City will use commercially reasonable efforts to assist BrightFarms in securing any necessary permits from the Kendall County Health Department. ARTICLE 3: IN GENERAL 3.1 The term of this Agreement shall commence upon the Effective Date and shall terminate upon completion of the Project and the assignment of all easements and all infrastructure deemed part of the Project to YBSD and the City as follows: (a) Conveyance of the 30” sanitary sewer interceptor and all easements required for its maintenance, repair and replacement to YBSD; and, (b) Acceptance of the 16” and 12” sanitary sewer by the City and retention of all easements required for the maintenance, repair and replacement of said sewers. 3.2 In the event of a breach of this Agreement by any party that is not cured within thirty (30) days after its receipt of written notice of such breach, such breaching party shall be deemed to be in default of this Agreement. In such event, the defaulting party hereby agrees to pay and reimburse the non-defaulting parties for all costs and expenses incurred by them in connection with an action taken to enforce this Agreement, including reasonable attorney’s fees and court costs. 3.3 Upon completion of the Project and the operation of the sanitary sewer main serving BrightFarms, BrightFarms agrees to pay the sanitary sewer service fees at the same rate of all other commercial users of sanitary sewer services provided by YBSD and the City. 3.4 This Agreement shall be binding upon and inure to the benefit of the successor of any of the parties hereto and any successor governmental legal entity (governmental or otherwise) DocuSign Envelope ID: 455CF9BA-A54C-47BF-80A3-AA3DCAE716FF that may assume and perform the duties of any party hereto. Notwithstanding the foregoing, this Agreement shall not be assigned by a party hereto without the prior written consent of the other parties to this Agreement. 3.5 The invalidity of any provisions of this Agreement shall not impair the validity of any other provisions. If any provision of this Agreement is determined by a court of competent jurisdiction to be unenforceable, that provision shall be deemed severed from this Agreement or as otherwise modified by the court. 3.6 This Agreement sets forth the entire understanding of the parties, and may only be amended, modified or terminated by a written instrument signed by the parties. 3.7 This Agreement shall be interpreted and construed in accordance with the laws of the State of Illinois. 3.8 All notices hereunder shall be in writing and must be served either personally or by registered or certified mail, postage prepaid and return receipt requested, or by overnight courier to: To the City: United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Attention: City Administrator To the District: Yorkville-Bristol Sanitary District 304 River Street Yorkville, Illinois 60560 To BrightFarms: Illinois Greenhouse, LLC c/o BrightFarms, Inc. 6205-A Peachtree Dunwoody Road Atlanta, GA 30328 Attn: Sean O’Neill, Director of Development With copies to: Cox Enterprises, Inc. 6205-A Peachtree Dunwoody Road Atlanta, GA 30328 Attn: Steven Bradley, VP – Cox Cleantech Cox Enterprises, Inc. 6205-A Peachtree Dunwoody Road Atlanta, GA 30328 Attn: Erin McCandless, VP – Legal Department, Commercial Operations 3.9 This Agreement is executed in multiple counterparts, each of which shall be deemed to be and shall constitute one and same instrument. DocuSign Envelope ID: 455CF9BA-A54C-47BF-80A3-AA3DCAE716FF [SIGNATURES ON FOLLOWING PAGE] DocuSign Envelope ID: 455CF9BA-A54C-47BF-80A3-AA3DCAE716FF IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their duly authorized officers on the Effective Date. United City of Yorkville, Kendall County, Illinois, a municipal corporation By: __________________________________ Mayor Attest: _______________________________ City Clerk Yorkville-Bristol Sanitary District By: ___________________________________ President Attest: _____________________________ Secretary Illinois Greenhouse, LLC and BrightFarms, Inc. By: ___________________________________ BrightFarms, Inc., its Managing Member By: ___________________________________ Name: Stephen Platt, Chief Executive Officer Attest: _____________________________ Secretary DocuSign Envelope ID: 455CF9BA-A54C-47BF-80A3-AA3DCAE716FF DocuSign Envelope ID: 455CF9BA-A54C-47BF-80A3-AA3DCAE716FF EXHIBIT A RECAPTURE AGREEMENT [SEE ATTACHED] DocuSign Envelope ID: 455CF9BA-A54C-47BF-80A3-AA3DCAE716FF EXHIBIT B DEVELOPMENT PLAN / SURVEY [SEE ATTACHED] DocuSign Envelope ID: 455CF9BA-A54C-47BF-80A3-AA3DCAE716FF RECAPTURE AGREEMENT THIS RECAPTURE AGREEMENT ("Agreement"), is made and entered as of the 10th day of May, 2022, by and between the United City of Yorkville, Kendall County, Illinois (the “City”) and Illinois Greenhouse LLC, a Delaware limited liability company and subsidiary of BrightFarms, Inc., a Delaware corporation (“BrightFarms”). RECITALS: A. The City, BrightFarms and the Yorkville-Bristol Sanitary District, an independent municipal corporation organized under the Illinois Sanitary District Act of 1017 (the “YBSD”) have shared the cost and expense to design and construct all mains, devices and any other equipment and appurtenances thereto required in connection with the extension of the City’s sewer system (the “Sewer System”), as depicted on Exhibit A and serving the area legally described on Exhibit B, both Exhibits being attached hereto. B. The City and BrightFarms desire to recapture their respective contributions to the costs of constructing the Sewer System which will provide sewer service from the City to properties along the route as depicted on Exhibit A and as identified by parcel number on Exhibit C attached hereto (the “Benefitted Properties”). C. The City and BrightFarms are desirous of entering into this Agreement to provide for the fair and allocable recapture from owners of the Benefitted Properties (each being an “Owner”) of a proportion of their costs to provide the Benefitted Properties with the Sewer System, subject to the terms and conditions set forth in this Agreement. NOW, THEREFORE, in consideration of the foregoing recitals and the mutual covenants hereinafter set forth, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged by the parties hereto, the parties hereby agree as follows: Section 1. Recapture Costs. An estimate of the costs to construct the extension of the Sewer Service is set forth on Exhibit D attached hereto (the “Recapture Costs”). Upon completion of the construction of the Sewer System and acceptance by the City, an itemized list of the actual costs shall be attached hereto as Exhibit E (the “Final Project Costs”). Section 2. Benefitted Properties. Each Benefitted Property is eligible to connect to the Sewer System upon satisfaction of the conditions hereinafter set forth. It is understood that at any time any one of the Benefitted Properties is subdivided into two or more parcels, all of such parcels shall be deemed to be added to the list of Benefitted Properties for purpose of receiving any potential benefit from a connection to the Sewer System. DocuSign Envelope ID: 455CF9BA-A54C-47BF-80A3-AA3DCAE716FF Section 3. Condition Precedent to Connection. A Benefitted Property shall not be eligible to connect to the Sewer System unless the Owner has either annexed to the City or entered into a pre-annexation agreement with the City. Section 4. Recapture Cost Allocation. The City and BrightFarms shall establish the equitable share of the Recapture Costs to be allocated to each Benefitted Property based upon the Final Project Costs. The proportionate share of the cost of the Sewer System to be allocated to a Benefitted Property shall be based upon projected population equivalent (“PE”) for the use to be served. Once Final Project Costs are known and certified, a cost per PE shall be established and referred to herein as the “Recapture Allocation”. For purposes of this Agreement, and based on standard engineering practices, one PE shall be equal to 100 gallons of water per person per day. Section 5. Collection of Recapture Costs. The City shall assess against and collect from the Owner of a Benefitted Property, or any portion thereof, his or her successors and assigns, the Recapture Costs as allocated to such Benefitted Property. At such time as an Owner annexes and/or subdivides a Benefitted Property, or any portion thereof, or subdivides the Benefitted Property from a larger parcel of land or applies to the City for issuance of a permit for connection to the Sewer System, whichever shall first occur, the City shall collect from such Owner, or its agent or representative, the applicable Recapture Costs, owed hereunder by such Benefitted Property. No Benefitted Property shall be issued a connection permit to the Sewer System until such Benefitted Property has fully paid the allocated Recapture Cost owed by such Benefitted Property under this Agreement. Section 6. Obligation of the City. Upon annexation of any Benefitted Property to the City, the City’s officers, employees and agents shall make all commercially reasonable efforts to collect the Recapture Costs as calculated for each Benefitted Property payable to the City. The City and BrightFarms shall share the funds collected calculated upon their proportionate costs each contributed to the design and construction of Sewer System. Section 7. City’s Collection of other Fees and Charges. Nothing contained in this Agreement shall limit or in any way affect the rights of the City to collect other fees and charges pursuant to City ordinances, resolutions, motions, and policies. The Recapture Costs provided for herein for each Benefitted Property are in addition to such other City fees and charges. Section 8. Term. This Agreement shall remain in full force and effect for a period of twenty (20) years from the date hereof, unless sooner terminated. In the event no portion of a Benefitted Property and no connection permit as aforesaid is issued by the City for such Benefitted Property within twenty (20) years following the date of this Agreement, this Agreement, and each and every duty and undertaking set forth herein pertaining to such Benefitted Property, shall become null and void and of no further force and effect as to such Benefitted Property. DocuSign Envelope ID: 455CF9BA-A54C-47BF-80A3-AA3DCAE716FF Section 9. Lien. This Agreement shall be recorded against the Benefitted Properties upon completion of the Sewer System and acceptance by the City and the attachment of Exhibit E with the actual costs of the Sewer System. The recordation by the City of this Agreement against the Benefitted Properties shall create and constitute a lien against each Benefitted Property, and each subdivided lot hereafter contained therein, in the amount of the Recapture Costs, plus interest, applicable hereunder to such Benefitted Property. Section 10. Miscellaneous Provisions. A. Agreement: This Agreement may be amended upon the mutual consent of the parties hereto from time to time by written instrument and in conformity with all applicable statutory and ordinance requirements and without the consent of any other person or corporation owning all or any portion of the Benefitted Properties. B. Binding Effect: Except as otherwise herein provided, this Agreement shall inure to the benefit of and be binding upon the successors and assigns of the Owner of a Benefitted Property. C. Enforcement: Each party to this Agreement, and their respective successors and assigns, may either in law or in equity, by suit, action, mandamus, or other proceeding in force and compel performance of this Agreement. D. Recordation: A true and correct copy of this Agreement shall be recorded with the Stephenson County Recorder’s office by the County at its sole cost. This Agreement shall constitute a covenant running with the land and shall be binding upon the Benefitted Properties in accordance with the terms and provisions set forth herein. E. Notices: Any notice required or desired to be given under this Agreement, unless expressly provided to the contrary herein, shall be in writing and shall be deemed to have been given on the date of personal delivery, on the date of confirmed telefacsimile transmission provided a hard copy of such notice is deposited in the U.S. mail addressed to the recipient within twenty-four hours following the telefacsimile transmission, or on the date when deposited in the U.S. Mail, registered or certified mail, postage prepaid, return receipt requested, and addressed as follows: With a copy to: United City of Yorkville Kathleen Field Orr 800 Game Farm Road Kathleen Field Orr & Associates Yorkville, Illinois 60560 2024 Hickory Road, Suite 205 Attn: City Administrator Homewood, Illinois 60430 DocuSign Envelope ID: 455CF9BA-A54C-47BF-80A3-AA3DCAE716FF with a copy to: Illinois Greenhouse, LLC Cox Enterprises, Inc. c/o BrightFarms, Inc. 6205-A Peachtree Dunwoody Road 6205-A Peachtree Dunwoody Road Atlanta, GA 30328 Atlanta, GA 30328 Attn: Steven Bradley, VP – Cox Cleantech Attn: Sean O’Neill, Director of Development Cox Enterprises, Inc. 6205-A Peachtree Dunwoody Road Atlanta, GA 30328 Attn: Erin McCandless, VP – Legal Department, Commercial Operations F. Severability: The invalidity or unenforceability of any of the provisions hereof, or any charge imposed as to any portion of the Benefitted Properties, shall not affect the validity or enforceability of the remainder of this Agreement or the charges imposed hereunder. G. Complete Agreement: This Agreement, including the Exhibits, contains all the terms and conditions agreed upon by the parties hereto with respect to the subject matter of this Agreement, and no other prior agreement regarding the subject matter of this Agreement shall be deemed to exist to bind the parties. This Agreement shall be governed by the laws of the State of Illinois. H. Captions and Paragraph Headings: Captions and paragraph headings incorporated herein are for convenience only and are not part of this Agreement, and further shall not be used to construe the terms hereof. I. Recitals and Attachments: The recitals set forth at the beginning of this Agreement and the exhibits attached hereto are hereby incorporated into this Agreement and made a part of the substance hereof. J. Governing Law; Enforceability: This Agreement shall be interpreted and construed in accordance with the laws of the State of Illinois. This Agreement shall be enforceable in the Circuit Court of Kendall County, Illinois by any of the parties hereto by an appropriate action of law or in equity to secure the performance of the covenants herein contained. [SIGNATURE PAGE TO FOLLOW] DocuSign Envelope ID: 455CF9BA-A54C-47BF-80A3-AA3DCAE716FF IN WITNESS WHEREOF, the Parties have executed this Agreement as of the dates set forth below their respective signatures, to be effective as of the Effective Date. United City of Yorkville Attest: By: __________________________ By: __________________________ Mayor City Clerk Date: ___________________, 2022 Illinois Greenhouse, LLC Attest: By: BrightFarms, Inc., its Managing Member By:__________________________ By: __________________________ Stephen Platt, Chief Executive Officer DocuSign Envelope ID: 455CF9BA-A54C-47BF-80A3-AA3DCAE716FF !!! ! ! ! ! !!!!!!!!!!! ! ! !BeecherEldenBridgeNa than JonathanCaledoniaCrestwood RyanS h a d o w W o o d Fontana GabrielGalena Bo o m b a hLauren McMurtriePinewoodCorneils W aterp arkCo mm e r c i a lBeecherEldamain%ANNMARIEHAGEMANNHAGEMANNFAMILYTRUSTCOMMONWEALTHEDISONM ARY AUER GARYL&BETTYSBENNETT%LARRYWALLI SNELSONLANDCOM P ANY % A N N M A R I E H A G E M A N N H A G E M A N N F A M I LY T R U S T KATHERINESCHULTZROSENWINKEL FAMILYTRUST ET AL 501 TWOSTARENTERPRISESLLCCOMMONWEALTHEDISONROSENWINKEL FAMILYTRUST ET AL 501ROSENWINKEL FAMILYTRUST ET AL 501% ANN MARIE HAGEMANHAGEMANN FAMILY TRUST ROSENWINKEL FAMILYTRUST ET ALGARY&BETTYBENNETTGARY &BETTYBENNETTKATHERINESCHULTZROSENWINKELFAMILYTRUSTETAL501 ROSENWINKEL FAMILY TRUST ET AL 501ROSENWINKEL FAMILYTRUST ET AL 501ROSENWINKEL FAMILYTRUSTETAL501 36"3 0 "30 Engineering Enterprises, Inc. 52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700 / www.eeiweb.con EXHIBIT APROJECT SERVICE AREA DATE:FEBRUARY 2022United City of Yorkville800 Game Farm RoadYorkville, IL 60560(630) 553-4350http://www.yorkville.il.us UNITED CITY OF YORKVILLEKENDALL COUNTY, ILLINOIS CONSULTING ENGINEERS NO.DATE REVISIONS PROJECT NO.:YO2116 PATH:H:/GIS/PUBLIC/YORKVILLE/2021/FILE: .2,000 0 2,0001,000 Feet YO2116-Yorkville - Exhibit A Overall Ownership BW CORNEILS ROADINTERCEPTOR SEWER Legend PROPOSED SANITARY SEWER EXISTING SANITARY SEWER SERVICE AREA YORKVILLE LIMITS BRIGHTFARMS JOHN MEYER JOHN MEYER HAMMAN DON & CAROL FIVE H LLC Exhibit B THAT PART OF SECTIONS 7, 8, 17 AND 18, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 18; THENCE SOUTH ALONG THE EAST LINE OF SAID NORTHWEST QUARTER, 926.62 FEET; THENCE WESTERLY AT AN ANGLE OF 89 DEGREES 52 MINUTES 45 SECONDS MEASURED COUNTERCLOCKWISE FROM THE LAST DESCRIBED COURSE, 163.69 FEET; THENCE SOUTHERLY, PERPENDICULAR TO THE LAST DESCRIBED COURSE, 252.72 FEET; THENCE EASTERLY, PERPENDICULAR TO THE LAST DESCRIBED COURSE, 164.12 FEET TO THE EAST LINE OF SAID NORTHWEST QUARTER; THENCE SOUTHERLY ALONG SAID EAST LINE, 249.67 FEET TO THE NORTH LINE OF THE COMMONWEALTH EDISON PARCEL HAVING A PIN OF 02-18-100-006; THENCE WESTERLY ALONG SAID NORTH LINE TO THE EAST LINE OF ELDAMAIN ROAD; THENCE NORTHERLY ALONG THE EAST LINE OF ELDAMAIN ROAD TO THE NORTH LINE OF SAID SECTION 7; THENCE EASTERLY ALONG SAID NORTH LINE TO THE WEST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 7; THENCE SOUTH ALONG SAID WEST LINE, 208.00 FEET: THENCE EAST PERPENDICULAR TO SAID WEST LINE, 208.00 FEET; THENCE NORTH PARALLEL TO SAID WEST LINE, 213.90 FEET TO THE NORTH LINE OF SAID SECTION 7: THENCE EAST ALONG THE NORTH LINE OF SAID SECTION 7 TO A POINT ON SAID NORTH LINE WHICH IS 85.68 FEET WESTERLY OF THE NORTHEAST CORNER OF THE WEST HALF OF SAID NORTHEAST QUARTER, SAID POINT BEING ON THE EAST LINE OF THE COMMONWEALTH EDISON PARCEL HAVING A PIN OF 02-07- 200-003; THENCE SOUTHERLY ALONG SAID EAST LINE TO THE NORTHWEST CORNER OF A PARCEL OF LAND DESCRIBED AS PARCEL 3 IN DOCUMENT 201700012660; THENCE THE FOLLOWING (5) COURSES ALONG THE NORTH LINES OF SAID PARCEL; THENCE EASTERLY 137.17 FEET ALONG A LINE PERPENDICULAR TO THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 7 TO THE WEST LINE OF THE EAST HALF OF SAID NORTHEAST QUARTER; THENCE SOUTHERLY, 646.01 FEET ALONG SAID WEST LINE; THENCE EASTERLY PARALLEL TO THE SOUTH LINE OF SAID EAST HALF, 807.14 FEET; THENCE NORTHERLY PARALLEL WITH THE EAST LINE OF SAID EAST HALF, 1051.29 FEET; THENCE EASTERLY, PARALLEL WITH THE NORTH LINE OF SAID EAST HALF, 514.86 FEET TO THE WEST LINE OF SAID SECTION 8; THENCE SOUTH ALONG THE WEST LINE OF SAID SECTION 8 TO A POINT THAT IS 1126.52 SOUTH OF THE NORTHWEST CORNER OF SAID SECTION 8; THENCE EASTERLY 2655.97 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 8 THAT IS 1124.58 FEET SOUTH OF THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH ALONG THE EAST LINE OF SAID NORTHWEST QUARTER AND THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 8 TO THE CENTERLINE OF ROB ROY CREEK; THENCE SOUTHWESTERLY ALONG SAID CENTERLINE TO A LINE BEING PERPENDICULAR TO THE WEST LINE OF SAID SECTION 17, AND LYING 11.66 CHAINS NORTH OF THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 17, AS MEASURED ALONG THE WEST LINE OF SAID SECTION 17; THENCE WESTERLY ALONG SAID PERPENDICULAR LINE TO THE EAST LINE OF SAID SECTION 18; THENCE WESTERLY TO A POINT IN THE CENTERLINE OF BEECHER ROAD, SAID POINT BEING 31.66 CHAINS NORTH OF THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 18; THENCE NORTH ALONG SAID CENTER LINE TO THE NORTH LINE OF SAID SECTION 18; THENCE WEST ALONG THE NORTH LINE OF SAID SECTION 18 TO THE POINT OF BEGINNING ALL IN KENDALL COUNTY, ILLINOIS. !!!!!!!!!!!!!!!!!!!!!02-17-100-00102-07-100-01102-07-200-00302-08-300-01602-07-100-00802-07-200-00102-18-200-00302-08-300-01202-08-300-01502-08-300-01002-08-300-00202-07-100-00202-07-100-00902-07-200-01002-07-300-00202-07-200-01502-07-400-00102-07-400-00402-07-400-00302-07-300-00502-08-100-00502-08-300-00402-08- 300-01 4 02-08-300-00802-08-300-01102-07-200-00802-07-100-00602-07-300-00402-07-100-00702-07-400-00202-07-400-00202-08-100-007BeecherEldenBridgeNathanJonathanCaledoniaCrestwoodRyanShadow WoodFontanaGabrielGalena BoombahLaurenMcMurtriePinewoodCorneilsWaterparkCommercialBeecherEldamain36"30"30Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700 / www.eeiweb.conEXHIBIT DPARCEL NUMBERSDATE:FEBRUARY 2022United City of Yorkville800 Game Farm RoadYorkville, IL 60560(630) 553-4350http://www.yorkville.il.usUNITED CITY OF YORKVILLEKENDALL COUNTY, ILLINOISCONSULTING ENGINEERSNO. DATE REVISIONSPROJECT NO.:YO2116PATH:H:/GIS/PUBLIC/YORKVILLE/2021/FILE:.2,000 0 2,0001,000 FeetYO2116-Yorkville - Exhibit D Overall PINS BWCORNEILS ROADINTERCEPTOR SEWERLegendPROPOSED SANITARY SEWEREXISTING SANITARY SEWERSERVICE AREAYORKVILLE LIMITSBRIGHTFARMS02-18-200-00402-17-100-00402-18-100-00402-18-100-003 JOB NO:YO2116-DR DESIGNED:NLS DATE:January 19, 2022 PROJECT TITLE:Bright Farms ITEM UNIT NO.UNIT QUANTITY PRICE AMOUNT 1 LF 700 150.00$ 105,000.00$ 2 LF 6,450 175.00$ 1,128,750.00$ 3 LF 1,300 275.00$ 357,500.00$ 4 LF 50 1,000.00$ 50,000.00$ 5 CONNECT TO EXISTING SANITARY SEWER EACH 1 5,000.00$ 5,000.00$ 6 EACH 2 6,000.00$ 12,000.00$ 7 EACH 17 7,500.00$ 127,500.00$ 8 EACH 3 9,000.00$ 27,000.00$ 9 CY 160 50.00$ 8,000.00$ 10 CY 90 50.00$ 4,500.00$ 11 LS 1 25,000.00$ 25,000.00$ 12 LS 1 12,750.00$ 12,750.00$ 13 MANHOLE VACUUM TESTING LS 1 9,000.00$ 9,000.00$ 14 LS 1 12,750.00$ 12,750.00$ 15 LS 1 126,750.00$ 126,750.00$ 16 LS 1 10,000.00$ 10,000.00$ 17 LS 1 10,000.00$ 10,000.00$ 18 LS 1 30,000.00$ 30,000.00$ SUBTOTAL 2,061,500.00$ CONTINGENCY (20%)412,300.00$ TOTAL 2,473,800.00$ DESIGN ENGINEERING (8%)198,000.00$ CONSTRUCTION ENGINEERING (8%)198,000.00$ 2,869,800.00$ NOTES: - SANITARY MANHOLE EVERY 400'09/12 - MINIMUM 3' COVER - 6' WIDE UTILITY TRENCH BACKFILL - BORE AND JACK UNDER ROB ROY CREEK - SANITARY SEWER INSTALLED THROUGH EXISTING FARMFIELDS - EASEMENT TO BE OBTAINED - SELECT GRANULAR BACKFILL UNDER AND WITHIN 2' OF STRUCTURE - FOUNDATION MATERIAL IS ASSUMED QUANTITY TOTAL PRELIMINARY COST ESTIMATE SOIL EROSION AND SEDIMENTATION CONTROL MISC. REMOVALS TRAFFIC CONTROL AND PROTECTION FOUNDATION MATERIAL SELECT GRANULAR BACKFILL TELEVISING SANITARY SEWER TOPSOIL, STRIP, STOCKPILE AND REPLACEMENT SANITARY SEWER AIR TEST SANITARY SEWER DEFLECTION TEST TYPE A SANITARY MANHOLE 5' DIAMETER, TYPE 1 FRAME CLOSED LID TYPE A SANITARY MANHOLE 6' DIAMETER, TYPE 1 FRAME CLOSED LID Preliminary Cost Estimate - Sanitary ITEM BORE AND JACK 42" STEEL CASING PIPE TYPE A SANITARY MANHOLE 4' DIAMETER, TYPE 1 FRAME CLOSED LID SEWER CONSTRUCTION - PIPE SEWERS, 16" PVC SEWER CONSTRUCTION - PIPE SEWERS, 30" PVC SEWER CONSTRUCTION - PIPE SEWERS, 12" PVC G:\Public\Yorkville\2021\YO2116-DR Bright Farms\Eng\PCE_Bright Farms_2022-02-09_Sanitary Breakdown We have reviewed the Traffic Impact Study dated March 30, 2022 prepared by San Schwartz Consulting, LLC and find it to be in conformance with City standards. The study reviewed the following projected traffic volumes from the development: As shown, the proposed development is expected to generate 100 total trips during the morning peak hour of adjacent street traffic and 125 trips in the evening peak hour. Approximately five trucks are projected in or out of the site during these typical peak hours. Based on the projected peak hour traffic and total volume of traffic, the following improvements are recommended: • A northbound right-turn lane providing a 215-foot storage bay and a 220-foot taper should be constructed on Eldamain Road at its intersection with Corneils Road. Note that this will require a permit from Kendall County. • The site access driveway should operate under minor-leg stop control and provide a single inbound lane and one outbound lane. In addition, no additional turn lanes are necessary beyond what is existing on the Corneils leg at its intersection of Eldamain Road. Corneils Road should be reconstructed across the frontage of the property as required by City Code. A cross section of the proposed improvements required is attached. 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: April 6, 2022 Subject: Bright Farms – Traffic Study Review Subject: Award of 2011 Misc. Bituminous Patching Contract to Aurora Blacktop, Inc. Engineering Enterprises, Inc.© CROSS SECTIONHOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50, 1.5"80' R.O.W. (VARIES)24.0'12.0'12.0'GEOTECHNICAL FABRIC FORGROUND STABILIZATIONAGGREGATE SUBGRADEIMPROVEMENT, 12"HOT-MIX ASPHALT BASE COURSE, 5"HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50, 2.5"BITUMINOUS MATERIALS TACK / PRIME COATPROPOSED HOT-MIX ASPHALTSHOULDER, 9" W / SUBBASEGRANULAR MATERIAL, TYPE B, 12"AGGREGATE SHOULDER, TYPE B, 9"2.0'2.0'2.0'2.0'RESTORATION - TOPSOIL, SEED,FERTILIZER & HYDRO MULCHPROPOSED CORNEILS ROAD PAVEMENT SECTION Jacob & Hefner Associates, Inc. 1333 Butterfield Road, Suite 300 Downers Grove, Illinois 60515 TRAFFIC IMPACT STUDY Proposed Industrial Greenhouse Building – Yorkville, Illinois March 30, 2022 Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 Table of Contents 01. Introduction ........................................................................................ 2 02. Existing Conditions ........................................................................... 4 2.1. Area Land Uses & Connectivity ............................................................................... 4 2.2. Existing Street Characteristics ................................................................................. 4 2.3. Existing Traffic Volumes ........................................................................................... 5 2.4. Existing Intersection Operations ............................................................................. 9 03. Future Conditions ............................................................................ 12 3.1. Eldamain Road Extension Plans ............................................................................ 12 3.2. No-Build Traffic Volumes ........................................................................................ 12 3.3. Site Development Plan ............................................................................................ 14 3.4. Trip Generation ........................................................................................................ 14 3.5. Directional Distribution ........................................................................................... 16 3.6. Trip Assignment & Build Traffic Volumes ............................................................. 16 3.7. Future Intersection Operations .............................................................................. 21 04. Recommendations and Conclusions ............................................. 25 APPENDIX ................................................................................................. 26 Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 2 01. Introduction Sam Schwartz Consulting, LLC (Sam Schwartz) was retained by Jacob & Hefner Associates to conduct a traffic impact study for an industrial greenhouse development proposed on the northeast corner of Eldamain Road at Corneils Road in Yorkville, Illinois. The site is currently used for agricultural purposes. An aerial view of the study area can be seen on Figure 1. As proposed, a four-module greenhouse building would be constructed totaling approximately 1.80 million square feet. The greenhouse would be occupied by an end-user that grows produce for distribution to retail locations. Access to the greenhouse would be provided via a single access driveway along Corneils Road. A site plan is included in the Appendix. The following report documents Sam Schwartz’s methodology regarding data collection, traffic forecasting, and analyses for this study. Figure 1 Site Location Map Corneils Rd.Corneils Rd. Existing Grundy AccessExisting Grundy Access Existing Farm AccessExisting Farm Access Eldamain Rd.Eldamain Rd.Ashe Rd.Ashe Rd.Galena Rd.Galena Rd. US Route 34US Route 34 N Not to Scale SITESITE Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 4 02. Existing Conditions Sam Schwartz conducted field visits to collect relevant information pertaining to the site, the surrounding street network, traffic volumes, traffic controls, lane geometry, and infrastructure at the study intersections. Based on these characteristics, existing intersection capacity was evaluated to establish baseline operational conditions for the study area. This section of the report provides a description of these existing conditions. 2.1. Area Land Uses & Connectivity Located on the northeast quadrant of the intersection of Eldamain Road and Corneils Road, the subject parcel is currently used for agriculture. US Route 34 (US 34) is located approximately two miles south of the site and provides regional connectivity. Also providing regional connectivity, Illinois Route 47 (IL 47) is located approximately two miles east of the site. Interstate 88 (I-88) is located approximately 10 miles north of the site and can be accessed via interchanges with IL 47 (full access) and Illinois Route 56 (access to/from the east only). Land uses in the area are generally agricultural and industrial in nature. There is a concrete and material supplier (Grundy Redi-Mix) located south of the subject site on the west side of Eldamain Road and a Menard’s distribution center further south along Eldamain Road. Additionally, there is an electrical substation located on Corneils Road directly east of the site and a residential area approximately one and one-quarter miles south of the site. 2.2. Existing Street Characteristics Field data collection was performed along the primary study roadways of Eldamain Road, Ashe Road, Corneils Road, US 34, Galena Road, and the private driveway to the Grundy Redi-Mix facility (hereafter referred to as “Existing Grundy Access”) located on the southwest quadrant of Eldamain Road/Corneils Road. Descriptions of these roadways are provided below. Eldamain Road is a north-south minor arterial roadway that provides one lane in each direction and a barrier median through the study area. At its signalized intersection with US 34, the northbound and southbound approaches each provide an exclusive left-turn lane, one through lane, and a dedicated right- turn lane. At its signalized intersection with Galena Road, the northbound approach provides a dedicated left-turn lane, a through lane, and an exclusive right-turn lane. The southbound approach at this intersection is Ashe Road, which is described further in the following paragraph. At its intersection with Corneils Road, the northbound and southbound approaches of Eldamain Road each provide a dedicated left-turn lane and a shared through/right-turn lane. Lastly, at its intersection with Existing Grundy Access, the northbound approach provides a dedicated left-turn lane and a through lane, while the southbound approach provides a through lane and an exclusive right-turn lane. A 45 MPH speed limit is posted on Eldamain Road in the study area. Eldamain Road is under the jurisdiction of the Kendall County Highway Department and its Annual Average Daily Traffic (AADT) is 7,900 vehicles, based on an Illinois Department of Transportation (IDOT) count from 2019. Ashe Road is a north-south minor arterial roadway that provides one lane in each direction. Ashe Road serves as a continuation of Eldamain Road north of its terminus at Galena Road. At its signalized intersection with Galena Road, the southbound approach of Ashe Road provides an exclusive left-turn Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 5 lane, one through lane, and a dedicated right-turn lane. Ashe Road is under the jurisdiction of Bristol Township, and there is no speed limit posted. For the purposes of this study, it is assumed to operate with a speed limit of 45 MPH, which is the posted speed limit on Eldamain Road. AADT is 6,300 vehicles, based on an IDOT count from 2019. Corneils Road is an east-west local roadway that intersects with Eldamain Road at the subject site and provides one lane in each direction near the study area. At its intersection with Eldamain Road, the westbound approach operates under minor-leg stop control and provides an exclusive left-turn lane and a shared through/right-turn lane. The eastbound approach at this intersection is used as an unpaved access to a farm on the west side of Eldamain Road; based on its functional operations and negligible traffic volumes, this driveway was assumed to provide one shared left-turn/through/right-turn lane and a single receiving lane. At this location, Corneils Road is under the jurisdiction of the United City of Yorkville and does not have a posted speed limit. For the purposes of this study, it is assumed to operate with a speed limit of 55 MPH, based on Section 11-601(d) of the Illinois Vehicle Code. There is signage posted along Corneils Road prohibiting trucks heavier than eight tons. The AADT on Corneils Road is 1,300 vehicles, based on an IDOT count from 2019. US Route 34 is an east-west principal arterial roadway that provides two lanes in each direction and intersects Eldamain Road approximately two miles south of the subject site. At its signalized intersection with Eldamain Road, the eastbound and westbound approaches of US 34 each provide a dedicated left- turn lane, two through lanes, and an exclusive right-turn lane. US 34 has a posted speed limit of 45 MPH and is under the jurisdiction of the Illinois Department of Transportation (IDOT). The AADT on US 34 in this area is 15,000 vehicles, based on an IDOT count from 2019. Galena Road is an east-west minor arterial roadway that provides one lane in each direction and intersects Eldamain Road approximately one and a half miles north of the subject site. At its signalized intersection with Eldamain Road, the eastbound and westbound approaches each provide an exclusive left-turn lane, one through lane, and a dedicated right-turn lane. Galena Road is under the jurisdiction of the Kendall County Highway Department and does not have a posted speed limit. For the purposes of this study, it is assumed to operate with a speed limit of 55 MPH. Galena Road has an AADT of 6,800 vehicles, based on an IDOT count from 2019. Existing Grundy Access is a private driveway serving the Grundy Redi-Mix facility on the southwest quadrant of Eldamain Road and Corneils Road. This driveway provides a shared left-turn/right-turn lane and operates under minor-leg stop control at its intersection with Eldamain Road. 2.3. Existing Traffic Volumes The current state of area traffic conditions has been affected by the COVID-19 pandemic, resulting in changes to daily travel behaviors. Traffic volumes throughout the region have therefore been impacted and require a comparison against historical data to provide a more reliable basis for traffic analyses. This section describes how baseline traffic volumes were derived. Sam Schwartz conducted intersection turning movement counts (TMCs) in July 2021 at the following locations:  Eldamain Road/Ashe Road and Galena Road  Eldamain Road and Corneils Road Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 6  Eldamain Road and Existing Grundy Access  Eldamain Road and US 34 Counts were performed during the weekday morning and weekday evening periods (6:00-9:00AM and 3:00-6:00PM) to coincide with the peak activity on the area roadway network. Counts for the three southern intersections were obtained on a Wednesday and counts at Eldamain Road and Galena Road were obtained on the following Tuesday. The counts showed only minor volume differences along Eldamain Road. Based on the resulting count data, peak hours occurred from 7:30-8:30AM and from 3:15-4:15PM during the weekday morning and weekday evening peak periods, respectively. The 2021 counts show that northbound and eastbound traffic volumes are generally higher in the morning peak hour, whereas southbound and westbound traffic volumes are higher in the evening peak hour, suggesting a commuter travel pattern for residential areas to the south and west. Overall traffic in the area is heavier in the evening peak hour than the morning peak hour, particularly along US 34. To supplement the peak period counts and account for the current pandemic, Sam Schwartz obtained historical Average Daily Traffic (ADT) data on Ashe Road and US 34 from the IDOT website for the most recent reporting years (2018 for Ashe Road and 2019 for US 34). Sam Schwartz sorted the historical data by hour and selected the peak bidirectional traffic volumes during both the weekday morning and evening peak periods. These volumes were compared to the peak hour volumes collected as a part of this study’s data collection effort during the morning and evening peak periods. The volumes are summarized in Table 1. Table 1. Bidirectional Traffic Volume Comparison Roadway Peak Hour Field-Collected Bidirectional Traffic Volume [A]1 Historical Bidirectional Traffic Volume [B]2 Variance ሾ𝐴ሿ െ ሾ𝐵ሿ ሾ𝐴ሿ ൈ 100 Growth Factor Ashe Road AM 435 475 -9.2% 1.09 PM 568 537 5.5% 0.95 US 34 AM 1,031 883 14.4% 0.86 PM 1,739 1,682 3.3% 0.97 1 Represents Bidirectional Volume data collected by Sam Schwartz, Year 2021. 2 Represents IDOT Bidirectional Volume collected in 2018 and 2019. As shown above, 2021 hourly weekday volumes on the analyzed roadways were generally found to be up to 14 percent higher than historical counts. The one exception is along Ashe Road during the morning peak hour. Given the results of the comparison in Table 1, the traffic volumes on most study roadways were not adjusted to account for pandemic-related reductions in travel. However, a 1.09 growth factor was applied to all movements to and from the north leg of Ashe Road at Galena Road in the morning peak hour. This same growth factor was also applied to all through movements along Eldamain Road, since historical hourly bidirectional counts were not available on this roadway. The volume network was balanced where applicable throughout the study area. Based on these assumptions, a baseline Year 2021 volume network was established. The resulting traffic volumes at Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 7 each intersection during the weekday morning and weekday evening peak hours are illustrated in Figure 2. Summaries of the raw TMC counts and the historical IDOT ADT data are contained in the Appendix. SITESITE Figure 2 Existing Traffic Volumes N Not to Scale Corneils Rd.Existing Farm Access Eldamain Rd.Ashe Rd.10 (35) – (–) 10 (5)5 (5)165 (385)– (–)(–) – (–) – (–) –(270) 295(25) 20(–) –160 (410)15 (10)(10) 5 (15) 15 (280) 300(5) 5Galena Rd. 55 (100) 65 (155) 10 (10)5 (5)80 (260)50 (110)(90) 115 (30) 35 (50) 100 (150) 215(85) 75(40) 15US Route 34 30 (105) 255 (620) 85 (90)100 (130)35 (115)80 (265)(545) 495 (60) 35 (170) 150 (50) 75(70) 65(75) 20(3:15 - 4:15 pm) (xx) = Existing/Assumed Stop Sign = Weekday PM Peak Hour (7:30 - 8:30 am) xx = Weekday AM Peak Hour – = Less than Five Vehicles = Existing Traffic Signal Existing Grundy Access Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 9 2.4. Existing Intersection Operations The operational effectiveness of transportation facilities is measured in terms of Level of Service (LOS). LOS ranges from LOS A to LOS F, with LOS A being the best level of operation for an intersection and LOS F being the worst. LOS A represents free-flow conditions where motorists experience a high level of comfort and convenience. LOS E represents saturated or at-capacity conditions, and LOS F represents oversaturated conditions. LOS at a signalized intersection is defined in terms of average control delay (measured in seconds per vehicle), which is the portion of total delay experienced by a motorist that is attributable to the traffic signal. LOS A describes operations with minimal delays (up to 10 seconds per vehicle on average), while LOS F describes operations with delays in excess of 80 seconds per vehicle. At intersections with long cycle lengths, the quantity of red time that is allocated to an approach or movement may near or exceed that 80-second threshold, increasing the likelihood of poor LOS. The LOS criteria for signalized intersections, as defined in the Highway Capacity Manual, Sixth Edition (HCM), are provided in Table 2. Table 2. LOS Criteria for Signalized Intersections Level of Service (LOS) Average Delay Volume-to-Capacity (v/c) Ratio A ≤ 10.0 seconds < 1.0 B > 10.0 and ≤ 20.0 seconds < 1.0 C > 20.0 and ≤ 35.0 seconds < 1.0 D > 35.0 and ≤ 55.0 seconds < 1.0 E > 55.0 and ≤ 80.0 seconds < 1.0 F > 80.0 seconds ≥ 1.0 Transportation Research Board. Highway Capacity Manual, Sixth Edition. For unsignalized intersections, total delay (measured in seconds per vehicle) is defined as the total elapsed time from the moment a vehicle stops at the back of the queue until the vehicle departs from the stop bar on the stop-sign controlled approach. This includes the time required for the vehicle to travel from the last-in-queue to the first-in-queue position. The LOS criteria for unsignalized intersections, as defined in the HCM, are summarized in Table 3. Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 10 Table 3. LOS Criteria for Unsignalized Intersections Level of Service (LOS) Average Delay Volume-to-Capacity (v/c) Ratio A ≤ 10.0 seconds < 1.0 B > 10.0 and ≤ 15.0 seconds < 1.0 C > 15.0 and ≤ 25.0 seconds < 1.0 D > 25.0 and ≤ 35.0 seconds < 1.0 E > 35.0 and ≤ 50.0 seconds < 1.0 F > 50.0 seconds ≥ 1.0 Transportation Research Board. Highway Capacity Manual, Sixth Edition. Capacity analysis was performed to analyze the study intersections for the weekday peak hours using Synchro 10 capacity analysis software. For the signalized intersection, Synchro’s Lanes, Volumes, and Timings reports were utilized. The HCM 6th Edition report was referenced for unsignalized study intersections. The results for each study intersection under existing conditions are summarized in Table 4. Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 11 Table 4. Existing (Year 2021) Levels of Service Intersection Weekday Morning Peak Weekday Evening Peak Delay (s/veh) LOS Delay (s/veh) LOS Eldamain Road / Galena Road1 Eastbound 13.7 B 15.6 B Westbound 14.5 B 18.7 B Northbound 20.8 C 16.9 B Southbound 16.9 B 25.3 C Intersection 17.0 B 20.0 C Eldamain Road / Corneils Road2 Eastbound 11.5 B 14.9 B Westbound 11.3 B 17.7 C Northbound Left Turn 7.5 A 8.2 A Southbound Left Turn 7.9 A 8.2 A Eldamain Road / Existing Grundy Access2 Eastbound 13.4 B 17.8 C Northbound Left Turn 8.5 A 9.7 A Eldamain Road / US 341 Eastbound 25.0 C 25.9 C Westbound 24.4 C 29.6 C Northbound 17.2 B 21.6 C Southbound 13.1 B 16.6 B Intersection 22.2 C 24.8 C 1Signalized Intersection 2Two-Way Stop-Controlled Intersection As shown above, existing traffic operations are shown to be acceptable at LOS D or better for all approaches. Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 12 03. Future Conditions In order to evaluate future intersection operations, traffic volumes were forecasted for a “build-plus-five” design year. With the expectation that the proposed redevelopment would be completed by Year 2027, a Year 2032 design year was utilized. Future traffic forecasting was based on two main factors: background traffic growth and trips generated by the proposed development. Based on the resulting projections, capacity analyses were prepared to evaluate future operational conditions with and without completion of the greenhouse facility. The findings and resulting recommendations are discussed in this section of the report. 3.1. Eldamain Road Extension Plans Eldamain Road was recently reconstructed from Galena Road to south of Corneils Road. Construction on a new Eldamain Road bridge to extend this roadway across the Fox River started in 2021 and is estimated to be complete in 2023. Both projects are part of a multi-phase regional Kendall County plan to extend Eldamain Road south to ultimately connect to Walker Road via Lisbon Road and provide a strategic north-south travel corridor through the County. 3.2. No-Build Traffic Volumes In order to estimate future background traffic for the Year 2032 design horizon, Year 2050 Average Daily Traffic (ADT) projections were obtained from the Chicago Metropolitan Agency for Planning (CMAP) for the roadways within the study area. The CMAP traffic model projects Eldamain Road will carry approximately 12,700 vehicles per day past the site by 2050 when considering completion of the corridor extension project. Based on the projections provided, compounded annual growth rates were derived for each roadway, as summarized below:  Eldamain Road: 1.54%  Galena Road: 1.87%  Corneils Road: 1.56%  US Route 34: 1.24% The growth rate calculated for Eldamain Road was applied to all existing volumes on Eldamain Road, as well as all turning movements onto this roadway, over a period of 11 years. The growth rates calculated for Galena Road and US 34 were applied to their respective through movements. The resulting volumes were balanced across the study area and added to existing volumes to yield Year 2032 No-Build traffic projections, illustrated on Figure 3. Previously the City of Plano indicated that there are plans to extend Miller Road to connect between Rock Creek Road and Eldamain Road at its existing intersection with Corneils Road. However, given there is no timeline or funding yet associated with this project, this planned improvement was not included in the future analysis. As such, no improvements other than those recommended as a part of this study are included in future Year 2032 conditions. Figure 3 Future No Build (Year 2032) Traffic Volumes N Not to Scale Existing Grundy Access SITESITE Corneils Rd.Existing Farm Access Eldamain Rd.Ashe Rd.10 (40) – (–) 15 (5)5 (5)200 (470)– (–)(–) – (–) – (–) –(320) 350(30) 25(–) –195 (500)15 (10)(10) 5 (15) 15 (335) 360(5) 5Galena Rd. 65 (125) 80 (190) 10 (10)5 (5)100 (315)60 (130)(110) 140 (35) 40 (60) 120 (180) 255(100) 90(45) 20US Route 34 35 (125) 290 (710) 100 (105)115 (155)40 (135)95 (310)(625) 565 (70) 40 (200) 180 (60) 90(85) 75(90) 25(3:15 - 4:15 pm) (xx) = Existing/Assumed Stop Sign = Weekday PM Peak Hour (7:30 - 8:30 am) xx = Weekday AM Peak Hour – = Less than Five Vehicles = Existing Traffic Signal Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 14 3.3. Site Development Plan As proposed, the site would contain a four-module industrial greenhouse building totaling approximately 1.80 million square feet with approximately 292 parking spaces. Access to the site is proposed via a single 25-foot-wide access drive to Corneils Road approximately 760 feet east of its intersection with Eldamain Road. Corneils Road will be reconstructed between Eldamain Road and the Site Access drive to consist of one 12-foot lane in each direction and a 4-foot shoulder on each side. A conceptual site plan illustrating the access location and the internal traffic circulation can be found in the Appendix. 3.4. Trip Generation Site-generated trip projections would typically be calculated using the Institute of Transportation Engineers (ITE) manual Trip Generation, 11th Edition. However, there is no similar land use code available for the proposed use in the ITE manual. Trip generation surveys were, therefore, performed at a comparable greenhouse facility currently occupied by the same prospective tenant in Rochelle, Illinois, and used to derive traffic projections for the proposed Yorkville facility. Data collection consisted of 72- hour bi-directional lane volume counts Tuesday through Thursday at the existing facility’s access drives. Trip generation rates were derived from the survey data at this model site. Passenger vehicle trip rates were calculated using the employee count at the model site (40 employees). Based on information from the client, truck trip rates were derived per module using an assumption of 50 trucks daily (100 trips) for the proposed four-module site, which is similar to the rate of truck trips counted at the Rochelle site. Projected peak hour truck trip rates were then calculated according to the percentage of total daily truck traffic seen in each of these hours at the model site. A summary of the resulting trip rates is provided in Table A in the Appendix. The proposed site in Yorkville is expected to have two different shifts for hourly workers, each with 120 employees, as well as 21 additional non-hourly employees. Since the model site in Rochelle has only one shift of 40 employees, peak hour passenger vehicle trips were calculated differently for the two peak hours. Weekday morning peak hour trips were calculated by applying the derived weekday morning passenger vehicle trip rate to an employee count of 141—assumed to be the first shift employee count of 120 and the 21 non-hourly workers. Weekday evening peak hour trips were calculated to account for the overlapping departure of the first shift and non-hourly workers and the arrival of the second shift. Trips generated using the weekday morning passenger vehicle trip rate for 120 employees (assumed to account for the employees arriving for the second shift) were therefore added to the trips generated using the weekday evening passenger vehicle trip rate for 141 employees (assumed to account for both the non-hourly employees and the hourly employees leaving after the first shift). Table B in the Appendix provides a summary of these calculations. The resulting projected site-generated traffic volumes are shown in Table 5. Vehicle trips were rounded to the nearest five vehicles. Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 15 Table 5. Site-Generated Trips Land Use Vehicle Type Independent Variable Daily AM Peak Hour PM Peak Hour IN OUT TOTAL IN OUT TOTAL Greenhouse1 1,803,100 SF Cars 261 employees 1,080 75 20 95 75 45 120 Trucks 4 modules 100 5 - 5 - 5 5 Total 1,180 80 20 100 75 50 125 1Trips generated are based on counts from a similar existing facility in Rochelle, IL. As shown, the proposed development is expected to generate 100 total trips during the morning peak hour of adjacent street traffic and 125 trips in the evening peak hour. Approximately five trucks are projected in or out of the site during these typical peak hours. Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 16 3.5. Directional Distribution The directional distribution of site-generated traffic is a function of several variables, including existing travel patterns, characteristics of the area street network and traffic control, and peak hour congestion within the study area. The resulting percentages are a best estimate using engineering judgment, familiarity with the area, and logical travel paths to likely origins and destinations for site users. Due to the pavement section and condition of Corneils Road, limited site traffic is expected to route via Corneils Road. This results in a more conservative evaluation of traffic operation along Eldamain Road. The anticipated directional distribution for passenger vehicle and truck trips to and from the site is shown in Figure 4. It should be noted that there are truck restrictions on Ashe Road north of Galena Road which will prevent trucks from continuing to the north along this route. 3.6. Trip Assignment & Build Traffic Volumes Trips generated by the proposed development were assigned to the street network based on the total trip generation estimates and the estimated trip distribution. The resulting trip assignments for passenger vehicles and trucks are shown in Figures 5 and 6, respectively. Site-generated trip projections were then added to the No-Build (Year 2032) conditions to obtain Build Year 2032 future traffic projections, illustrated in Figure 7. Figure 4 Directional DistributionSite AccessN Not to Scale xx% = Percent Distribution - Passenger Vehicles = Existing/Assumed Stop Sign (xx%)= Percent Distribution - Trucks = Future/Proposed Stop Sign = Existing Traffic Signal Existing Grundy Access SITESITE Corneils Rd.Existing Farm Access Eldamain Rd.Ashe Rd.Galena Rd. US Route 34 15% (10%) 40% (35%) 10% (–) – (55%)35%(–)760’ – (5)20 (40)Figure 5 Site Trips - Passenger VehiclesSite AccessN Not to Scale (xx) = Existing/Assumed Stop Sign = Weekday PM Peak Hour xx = Weekday AM Peak Hour – = Less than Five Vehicles = Future/Proposed Stop Sign = Existing Traffic Signal SITESITE Corneils Rd.Existing Farm Access Existing Grundy Access Eldamain Rd.Ashe Rd.15 (25) – (–) 5 (15) – (–) 10 (10)25 (25)– (–)– (–)(–) – (–) – (–) – (–) – (65) 65 (–) –(40) 40(–) –15 (25)– (–)(–) – (–) –(40) 40(–) –Galena Rd. – (–) – (–) – (–)– (–)25 (25)– (–)(–) – (–) – (–) –(15) 5(–) –(–) –US Route 34 – (–) – (–) 30 (30)10 (20)– (–)5 (5)(–) – (–) – (10) 10 (–) –(–) –(–) – Figure 6 Site Trips - Trucks N Not to Scale – (–)– (5)Site Access(xx) = Existing/Assumed Stop Sign = Weekday PM Peak Hour xx = Weekday AM Peak Hour – = Less than Five Vehicles = Future/Proposed Stop Sign = Existing Traffic Signal SITESITE Corneils Rd.Existing Farm Access Existing Grundy Access Eldamain Rd.Ashe Rd.– (–) – (–) – (5) – (–) – (–)5 (–)– (–)– (–)(–) – (–) – (–) – (–) – (–) 5 (–) –(–) –(–) –– (–)– (–)(–) – (–) –(–) –(–) –Galena Rd. 5 (–) – (–) – (–)– (–)– (–)– (–)(–) – (–) – (–) –(–) –(5) –(–) –US Route 34 – (–) – (–) – (–)– (–)– (–)– (–)(–) – (–) – (–) –(–) –(–) –(–) – Figure 7 Future Build (Year 2032) Traffic Volumes N Not to Scale – (5)20 (45)Site Access(xx) = Existing/Assumed Stop Sign = Weekday PM Peak Hour xx = Weekday AM Peak Hour – = Less than Five Vehicles = Future/Proposed Stop Sign = Existing Traffic Signal SITESITE Corneils Rd.Existing Farm Access Existing Grundy Access Eldamain Rd.Ashe Rd.25 (65) – (–) 20 (25) 25 (45) 10 (10)35 (30)200 (470)– (–)(–) – (–) – (–) – (35) 30 (65) 70 (320) 350(70) 65(–) –210 (525)15 (10)(10) 5 (15) 15 (375) 400(5) 5Galena Rd. 70 (125) 80 (190) 10 (10)5 (5)125 (340)60 (130)(110) 140 (35) 40 (60) 120 (195) 260(105) 90(45) 20US Route 34 35 (125) 290 (710) 130 (135)125 (175)40 (135)100 (315)(625) 565 (70) 40 (210) 190 (60) 90(85) 75(90) 25 Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 21 3.7. Future Intersection Operations Capacity analyses were conducted using Synchro 11 software to assess future traffic operation both with and without the proposed development. The results of these analyses for No-Build and Build conditions are detailed in the following sections. No-Build (Year 2032) Conditions To assess the impact of background traffic on operations within the study area, capacity analyses were performed for the Year 2032 No-Build conditions. As noted previously, no planned geometric improvements were incorporated into the analysis of Future No-Build conditions due to a lack of programmed funding and timeline for those improvements. Based on this assumption, area traffic operations for this scenario are projected as shown in Table 6. Table 6. No-Build (Year 2032) Levels of Service Intersection Weekday Morning Peak Weekday Evening Peak Delay (s/veh) LOS Delay (s/veh) LOS Eldamain Road / Galena Road1 Eastbound 14.7 B 16.5 B Westbound 15.9 B 20.3 C Northbound 22.4 C 17.6 B Southbound 17.9 B 28.3 C Intersection 18.3 B 21.8 C Eldamain Road / Corneils Road2 Eastbound 12.7 B 17.4 C Westbound 12.2 B 22.6 C Northbound Left Turn 7.6 A 8.5 A Southbound Left Turn 8.1 A 8.4 A Eldamain Road / Existing Grundy Access2 Eastbound 15.2 C 21.6 C Northbound Left Turn 8.7 A 10.3 B Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 22 Intersection Weekday Morning Peak Weekday Evening Peak Delay (s/veh) LOS Delay (s/veh) LOS Eldamain Road / US 341 Eastbound 25.6 C 26.7 C Westbound 25.2 C 30.8 C Northbound 19.4 B 25.3 C Southbound 14.0 B 22.1 C Intersection 23.0 C 27.0 C 1Signalized Intersection 2Two-Way Stop-Controlled Intersection As shown in the table, all intersection approaches are projected to continue to operate at LOS C or better during the morning and evening peak hours under Future No-Build conditions. Build (Year 2032) Conditions With construction of the proposed development project, some improvement measures were identified to promote safe and efficient traffic operation:  A northbound right-turn lane should be constructed on Eldamain Road at its intersection with Corneils Road. The projected peak hour traffic volumes were plotted on the chart shown on “Exhibit 4. Right Turn Lane Requirements” of the Kendall County Highway Department’s Highway Access Regulation Ordinance. As shown in Figure 8, the projected volumes meet threshold criteria to warrant a northbound right-turn deceleration lane at this intersection. Based on a 45 MPH posted speed limit and 50 MPH design speed, the dedicated right-turn lane should provide a 215-foot storage bay and a 220-foot taper in accordance with Figure 36-3.I of IDOT’s BDE manual. The westbound approach at this intersection should continue to operate under minor-leg stop control.  The Site Access driveway should operate under minor-leg stop control and provide a single inbound lane and one outbound lane. The capacity analyses for Year 2032 Build traffic conditions based on these recommendations and assumptions are presented in Table 7. Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 23 Figure 8. Northbound Right-Turn Lane Warrant for Eldamain Road and Corneils Road “Exhibit 4: Right Turn Lane Requirements” chart is taken from the Kendall County Highway Department’s Highway Access Regulation Ordinance. Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 24 Table 7. Build (Year 2032) Levels of Service Intersection Weekday Morning Peak Weekday Evening Peak Delay (s/veh) LOS Delay (s/veh) LOS Eldamain Road / Galena Road1 Eastbound 14.8 B 16.7 B Westbound 15.9 B 20.7 C Northbound 22.6 C 17.9 B Southbound 19.5 B 30.5 C Intersection 18.7 B 22.8 C Eldamain Road / Corneils Road2 Eastbound 14.0 B 18.1 C Westbound 13.7 B 21.9 C Northbound Left Turn 7.6 A 8.4 A Southbound Left Turn 8.6 A 8.3 A Eldamain Road / Existing Grundy Access2 Eastbound 16.1 C 21.7 C Northbound Left Turn 8.8 A 10.2 B Eldamain Road / US 341 Eastbound 25.7 C 27.0 C Westbound 24.2 C 30.5 C Northbound 19.6 B 25.1 C Southbound 14.0 B 21.3 C Intersection 22.8 C 26.8 C Corneils Road / Site Access2 Eastbound Left Turn 7.5 A 7.5 A Southbound 8.7 A 9.1 A 1Signalized Intersection 2Two-Way Stop-Controlled Intersection As shown in the table, all intersection approaches are projected to continue to operate at LOS C or better during the morning and evening peak hours after completion of the proposed development. Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 25 04. Recommendations and Conclusions Based on the analyses detailed in this report, the following recommendations were identified for the study intersections under Future Build (Year 2032) traffic conditions:  A northbound right-turn lane providing a 215-foot storage bay and a 220-foot taper should be constructed on Eldamain Road at its intersection with Corneils Road.  The Site Access driveway should operate under minor-leg stop control and provide a single inbound lane and one outbound lane. With implementation of these recommendations, it is anticipated that site-generated traffic would be adequately accommodated within the study area. samschwartz.com Page 26 APPENDIX Concept Site Plan 2050 CMAP Traffic Projections IDOT ADT Counts Trip Generation Counts Trip Generation Derived Rates Capacity Analysis Results Raw Traffic Data samschwartz.com Concept Site Plan OHOH OHOOOOOOOH OHOH OHOOOOOOH OHOH OHOOOOOOH OHOH OHOHOOOHOHOOOHH OHOH OHOOHOOH OHOHOOOOO OHOH OHOH OHOH OH OH OHOOOOOOOOOOOHOOOOO HHOHOH OHOH OHOOH OHOH OHOH OH OHHHHHHHHHOHOOOOHOOHHHHxxxxxxHOHHOOHHOOHOOOHHOOOHHHOOHHOOHHHOHHOOHHOOOOOOHOOOHOOOHHHHHOOOOOHHOOHHOHOOOHHHOOHHOOOHHHOOHHOOOHHHOOHHHHOOHHOOHHHOOOHOOHHOOOHHHHHHOOOOOOOOHHHHHOOOHHHOOOOOOHHHHHHOOOOHHHHHOOHHHHHHHHOOOOOOOOOOOOOOOOOOOOHH xOHHOHOHOHHHOHHHOHOOOHOHOHHHOOHOHHOOHOHOHOHOHOHOHHHOHOOHOHOOHHOHO OHHOOOOOHOHHHHHHHHHHOOOOOOOOOOO HHHHHOHOHHOHOOHOHOOOOOOHOHOHOHOHOHOOOOOHOHOHOHOHHHHHHOHOHOHOHOHHOHOHOHOHOHOHOHOOHOHOHOHOHOOOOOHOHOHOHHHO HHHHHOOOOOOOOOO STORMWATER DETENTION BASINWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W WWWSIGNHEADHOUSE #1146,500 S.F.RAINWATERDETENTIONBASINFOR RE-USERAINWATERDETENTIONBASINFOR RE-USEMODULE #2368,900 S.F.MODULE #1368,900 S.F.STORMWATERDETENTION BASINHEADHOUSE CONNECTOR34,500 S.F.HEADHOUSE #2146,500 S.F.MODULE #4368,900 S.F.MODULE #3368,900 S.F.GREENHOUSE #1GREENHOUSE #2446.19'826.77'GREENHOUSE #1GREENHOUSE #2446.19'826.77'GREENHOUSE #1GREENHOUSE #2446.19'826.77'GREENHOUSE #1GREENHOUSE #2446.19'826.77'9'x18' PARKING SPACES (TYP.)285 EMPLOYEE + 7 ACCESSIBLE(INCL. 2 VAN) = 292 TOTAL236.22'620.08'236.22'620.08'220'103.35'103.35'426.69'RAINWATERDETENTIONBASINFOR RE-USERAINWATERDETENTIONBASINFOR RE-USEWWWWWWWWWWWWWWWWWWWWWWW SSSSSSSSSSSSSSSSSSSSSSS GRAVEL ROAD FOR MAINTENANCE &FIRE PROTECTION ACCESS- SEE DETAIL100'100'FIRETRUCKTURN-AROUNDAREA25'SANITARYSEWERLATERALDOCK AREAREINFORCEDCONCRETE PAD25'UEUEUE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUE GAS LINEUNDERGROUNDELECTRIC LINESSSSSSSSSWELL LOCATION25'GAS LINE25' SANITARY SEWEREASEMENT40' RIGHT-OF-WAY (TO BE DEDICATED) 15' UTILITY EASEMENT 30' BUFFER YARD w/BERM 15' UTILITYEASEMENT30' BUFFERYARD w/BERM30' BUFFER YARD6 EXTERNALLOADING BERTHS40' RIGHT-OF-WAY(TO BE DEDICATED)15' UTILITYEASEMENT SHADE TREES@ 30' o.c.IN BUFFER YARDTRASHDUMPSTERS6 EXTERNALLOADING BERTHSDOCK AREAREINFORCEDCONCRETE PADTRASHDUMPSTERS25'30' BUFFER YARD w/BERM 30' BUFFERYARD w/BERM15' UTILITYEASEMENTGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGN120 120 240 FT0HORIZONTAL SCALE: 1 INCH = 120 FEETLEGENDSTORMWATERDETENTIONBASINRAINWATERDETENTIONBASIN(FOR RE-USE)109 MONROE STREETSELINSGROVE, PA 17870PHONE: 888.987.1993www.liviccivil.comSUITE 70PREPARED FORLOCATIONYORKVILLE, ILBRIGHTFARMS, INC.CITY OF YORKVILLE, KENDALL COUNTY, ILLINOISFEBRUARY 24, 2022CONCEPT PLANPLANO & YORKVILLE, IL USGS QUADSSCALE: AS SHOWNPROJECT LOCATION MAPNSITE LOCATIONSITE DATAGROSS LAND AREA 5,226,970 S.F. (119.995 Ac.)IMPERVIOUS SURFACESBUILDINGS GREENHOUSES (368,900 x 4) 1,475,600 S.F.HEADHOUSES (146,500 x 2) 293,000 S.F.HEADHOUSE CONNECTOR 34,500 S.F.1,803.100 S.F.PARKING AREA 84,610 S.F.MACADAM DRIVES AND DOCK AREAS 183,160 S.F.GRAVEL ROAD 96,910 S.F.2,198,200 S.F. (50.465 Ac.)RATIO OF IMPERVIOUS COVERAGE TO TOTAL LAND AREAALLOWABLE = 0.85 ACTUAL = 2,198,200 / 5,226,970 = 0.42PARKINGREQUIRED PARKING PER ZONING CODE- 0.3 SPACES PER 1,000 S.F. OF FLOOR AREA0.3 x 1,803,100 / 1,000 = 541 SPACESACTUAL SPACES SUPPLIED- 60 EMPLOYEES / MODULE / SHIFT (PER BRIGHT FARMS) (60x4) = 240+ OVERFLOW DURING SHIFT CHANGE AND VISITORS 52 292INCLUDES ADA REQUIREMENT OF 7(5 REGULAR + 2 VAN) ACCESSIBLE SPACESLOADING BERTHSREQUIRED PER ZONING CODE- 2ACTUAL SUPPLIED- 12 - 15' x 75' (EXTERNAL) samschwartz.com 2050 CMAP Traffic Projections From:Kathleen Murphy To:Jose Rodriguez Subject:Traffic Projections Request - Plano, IL Date:Tuesday, August 3, 2021 5:13:00 PM Attachments:image001.pngSite Location Aerial.jpg Hello Jose – We are working on a traffic study for a proposed industrial development in Plano, IL. I’ve attached an aerial showing the location of the site, which is at the northwest quadrant of Eldamain and Corneils Roads. In order to derive a growth rate for these roadways, we are requesting Year 2050 ADT projections for the following: Eldamain Road: 7,900 (Year 2019, IDOT) Galena Road: 6,800 (Year 2015, IDOT) Corneils Road: 1,300 (Year 2019, IDOT) US Route 34: 15,000 (Year 2019, IDOT) Additionally, we are aware that there is a proposed extension of Eldamain Road south of our study area that includes a new bridge over the Fox River and is slated to be constructed in 2022/2023. We just want to make sure that is included in your model for determining growth projections. Thanks you for your help and let me know if you need any additional information. Thanks! Kathleen Kathleen Murphy, PE Transportation Engineer pronouns: she/her kmurphy@samschwartz.com direct: 312.736.2539 office: 773.305.0800 223 W. Jackson Blvd, Suite 1101 Chicago, IL 60606 samschwartz.com Sign up for our newsletters THIS MESSAGE IS CONFIDENTIAL AND MAY CONTAIN PRIVATE INFORMATION. IT IS INTENDED ONLY FOR THE INDIVIDUAL[S] NAMED HEREIN. IF YOU ARE NOT THE NAMED ADDRESSEE[S] DELETE THIS EMAIL IMMEDIATELY. DO NOT DISSEMINATE, DISTRIBUTE OR COPY. SAM SCHWARTZ IS NOT RESPONSIBLE FOR ANY DAMAGES ARISING FROM THE UNAUTHORIZED USE OF THIS MESSAGE BY UNINTENDED RECIPIENTS. TRAFFIC FORECAST RECORD Record Number: ke-04-21 Type of Report: Projection Year Sought: 2050 Analyst: JAR Organization requesting forecast: Sam Schwartz Engineering Contact: Kathleen Murphy, P.E. Email or Phone kmurphy@samschwartz.com Sponsor: IDOT Date request was received: August 3, 2021 Date that response was emailed: August 4, 2021 Facility Location: Eldamain Road @ Corneils Road Municipality: Plano August 4, 2021 Kathleen Murphy, P.E. Transportation Engineering Sam Schwartz Engineering 223 West Jackson Boulevard Suite 1101 Chicago, IL 60606 Subject: Eldamain Road @ Corneils Road IDOT Dear Mr. Murphy: In response to a request made on your behalf and dated August 3, 2021, we have developed year 2050 average daily traffic (ADT) projections for the subject location. ROAD SEGMENT Current ADT Year 2050 ADT Eldamain Road 7,900 12,700 Galena Road 6,800 13,000 Corneils Road 1,300 2,100 US 34 15,000 22,000 Traffic projections are developed using existing ADT data provided in the request letter and the results from the June 2021 CMAP Travel Demand Analysis. The regional travel model uses CMAP 2050 socioeconomic projections and assumes the implementation of the ON TO 2050 Comprehensive Regional Plan for the Northeastern Illinois area. The provision of this data in support of your request does not constitute a CMAP endorsement of the proposed development or any subsequent developments. If you have any questions, please call me at (312) 386-8806. Sincerely, Jose Rodriguez, PTP, AICP Senior Planner, Research & Analysis cc: Rios (IDOT) 2021_CY_TrafficForecast\Plano\ke-04-21\ke-04-21.docx samschwartz.com IDOT ADT Counts Location ID Start Date 7/16/2019 Type End Date 7/17/2019 Functional Class Start Time 12:00 AM Located On End Time 12:00 AM Between Direction 2‐WAY Direction Notes Community Count Source US 34 MPO_ID File Name D3Submittal13a‐047.mdb HPMS ID Weather Agency Study Owner idotco QC Status Accepted 00:00 ‐ 01:00 01:00 ‐ 02:00 02:00 ‐ 03:00 03:00 ‐ 04:00 04:00 ‐ 05:00 05:00 ‐ 06:00 06:00 ‐ 07:00 07:00 ‐ 08:00 08:00 ‐ 09:00 09:00 ‐ 10:00 10:00 ‐ 11:00 11:00 ‐ 12:00 12:00 ‐ 13:00 13:00 ‐ 14:00 14:00 ‐ 15:00 15:00 ‐ 16:00 16:00 ‐ 17:00 17:00 ‐ 18:00 18:00 ‐ 19:00 19:00 ‐ 20:00 20:00 ‐ 21:00 21:00 ‐ 22:00 22:00 ‐ 23:00 23:00 ‐ 24:00 TOTAL 817 680 548 264 179 17459 1168 1181 1352 1285 1277 1016 798 883 939 1040 1107 1128 109 71 74 233 521 661 Interval: 60 mins Time Hourly Count 128 NEEDHAM RD AND ELDAMAIN RD 2‐WAY PLANO Illinois DOT Location Info Count Data Info 047 0177 LINK 3 SOUTH ST Location ID Start Date 6/14/2018 Type End Date 6/15/2018 Functional Class Start Time 12:00 AM Located On End Time 12:00 AM Between Direction 2‐WAY Direction Notes Community Count Source ASHE RD MPO_ID File Name D1Submittal13d‐045.mdb HPMS ID Weather Agency Study Owner idotco QC Status Accepted 00:00 ‐ 01:00 01:00 ‐ 02:00 02:00 ‐ 03:00 03:00 ‐ 04:00 04:00 ‐ 05:00 05:00 ‐ 06:00 06:00 ‐ 07:00 07:00 ‐ 08:00 08:00 ‐ 09:00 09:00 ‐ 10:00 10:00 ‐ 11:00 11:00 ‐ 12:00 12:00 ‐ 13:00 13:00 ‐ 14:00 14:00 ‐ 15:00 15:00 ‐ 16:00 16:00 ‐ 17:00 17:00 ‐ 18:00 18:00 ‐ 19:00 19:00 ‐ 20:00 20:00 ‐ 21:00 21:00 ‐ 22:00 22:00 ‐ 23:00 23:00 ‐ 24:00 TOTAL 189 163 136 79 52 5654 223 311 458 537 577 388 475 326 211 202 196 215 25 50 40 120 259 385 Interval: 60 mins Time Hourly Count 37 Jericho Rd AND BASELINE RD 2‐WAY ‐ Illinois DOT Location Info Count Data Info 045 3408 LINK 4 Ashe Rd samschwartz.com Trip Generation Counts Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: S. Caron Rd.@East AccessSite Code:Start Date: 07/27/2021Page No: 1Direction (Southbound)Start TimeLightsMediumsArticulated TrucksTotal07/27/2021 12:00 AM000012:15 AM000012:30 AM000012:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM20023:00 AM00003:15 AM10013:30 AM10013:45 AM20024:00 AM00004:15 AM00004:30 AM00004:45 AM10015:00 AM00005:15 AM10015:30 AM00005:45 AM00006:00 AM00006:15 AM00006:30 AM00006:45 AM00007:00 AM00007:15 AM00007:30 AM20027:45 AM00008:00 AM10018:15 AM00008:30 AM60068:45 AM30039:00 AM00009:15 AM00009:30 AM0000 9:45 AM000010:00 AM100110:15 AM000010:30 AM000010:45 AM100111:00 AM000011:15 AM100111:30 AM200211:45 AM000012:00 PM000012:15 PM100112:30 PM000012:45 PM00001:00 PM00001:15 PM00001:30 PM10011:45 PM00002:00 PM00002:15 PM00002:30 PM00002:45 PM00003:00 PM00003:15 PM00003:30 PM00003:45 PM00004:00 PM00004:15 PM00004:30 PM00004:45 PM10015:00 PM00005:15 PM00005:30 PM00005:45 PM00006:00 PM00006:15 PM00006:30 PM00006:45 PM00007:00 PM00007:15 PM00007:30 PM00007:45 PM00008:00 PM00008:15 PM00008:30 PM10018:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM000010:15 PM000010:30 PM0000 10:45 PM000011:00 PM000011:15 PM000011:30 PM100111:45 PM000007/28/2021 12:00 AM000012:15 AM000012:30 AM000012:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM20023:00 AM00003:15 AM10013:30 AM10013:45 AM20024:00 AM10014:15 AM10014:30 AM00004:45 AM00005:00 AM10015:15 AM00005:30 AM00005:45 AM10016:00 AM10016:15 AM00006:30 AM00006:45 AM00007:00 AM10017:15 AM00007:30 AM20027:45 AM10018:00 AM10018:15 AM20028:30 AM40048:45 AM30039:00 AM10019:15 AM20029:30 AM00009:45 AM000010:00 AM000010:15 AM000010:30 AM000010:45 AM010111:00 AM000011:15 AM000011:30 AM0000 11:45 AM200212:00 PM000012:15 PM100112:30 PM210312:45 PM00001:00 PM00001:15 PM00001:30 PM00001:45 PM00002:00 PM00002:15 PM00002:30 PM10012:45 PM10013:00 PM00003:15 PM01013:30 PM00003:45 PM00004:00 PM00004:15 PM00004:30 PM00004:45 PM10015:00 PM00005:15 PM00005:30 PM00005:45 PM00006:00 PM10016:15 PM00006:30 PM10016:45 PM00007:00 PM00007:15 PM00007:30 PM00007:45 PM00008:00 PM00008:15 PM00008:30 PM00008:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM000010:15 PM000010:30 PM000010:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM000007/29/2021 12:00 AM000012:15 AM000012:30 AM0000 12:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM10013:00 AM00003:15 AM10013:30 AM10013:45 AM20024:00 AM10014:15 AM10014:30 AM00004:45 AM00005:00 AM00005:15 AM00005:30 AM00005:45 AM00006:00 AM10016:15 AM00006:30 AM10016:45 AM30037:00 AM20027:15 AM10017:30 AM00007:45 AM10018:00 AM00008:15 AM10128:30 AM60068:45 AM30039:00 AM10019:15 AM00009:30 AM00009:45 AM000010:00 AM000010:15 AM100110:30 AM000010:45 AM000011:00 AM000011:15 AM000011:30 AM000011:45 AM100112:00 PM000012:15 PM000012:30 PM200212:45 PM00001:00 PM00001:15 PM20021:30 PM0000 1:45 PM10012:00 PM00002:15 PM00002:30 PM00002:45 PM00003:00 PM00003:15 PM00003:30 PM00003:45 PM00004:00 PM00004:15 PM00004:30 PM00004:45 PM00005:00 PM00005:15 PM00005:30 PM00005:45 PM00006:00 PM00006:15 PM00006:30 PM00006:45 PM00007:00 PM00007:15 PM00007:30 PM00007:45 PM10018:00 PM00008:15 PM00008:30 PM00008:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM000010:15 PM000010:30 PM000010:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM0000Total10331107Total %96.32.80.9100.0AM Times8:30 AM10:15 AM7:30 AM8:30 AMAM Peaks101110PM Times12:30 PM12:00 PM12:00 PM12:00 PMPM Peaks4104 Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: S. Caron Rd.@East AccessSite Code:Start Date: 07/27/2021Page No: 7Direction (Northbound)Start TimeLightsMediumsArticulated TrucksTotal07/27/2021 12:00 AM000012:15 AM000012:30 AM000012:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM00003:00 AM00003:15 AM00003:30 AM00003:45 AM10014:00 AM00004:15 AM00004:30 AM00004:45 AM00005:00 AM00005:15 AM00005:30 AM00005:45 AM10016:00 AM00006:15 AM00006:30 AM00006:45 AM00007:00 AM00007:15 AM00007:30 AM00007:45 AM00008:00 AM00008:15 AM10018:30 AM10018:45 AM10019:00 AM10019:15 AM00009:30 AM1001 9:45 AM000010:00 AM010110:15 AM100110:30 AM000010:45 AM000011:00 AM300311:15 AM000011:30 AM300311:45 AM100112:00 PM000012:15 PM000012:30 PM410512:45 PM20021:00 PM00001:15 PM30031:30 PM21031:45 PM10012:00 PM20022:15 PM00002:30 PM40042:45 PM40043:00 PM00003:15 PM00003:30 PM00003:45 PM00004:00 PM00004:15 PM20024:30 PM30034:45 PM10015:00 PM00005:15 PM20025:30 PM00005:45 PM00006:00 PM00006:15 PM00006:30 PM00006:45 PM00007:00 PM10017:15 PM10017:30 PM00007:45 PM00008:00 PM00008:15 PM00008:30 PM00008:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM000010:15 PM000010:30 PM0000 10:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM000007/28/2021 12:00 AM000012:15 AM000012:30 AM000012:45 AM00001:00 AM10011:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM00003:00 AM00003:15 AM00003:30 AM00003:45 AM00004:00 AM00004:15 AM00004:30 AM00004:45 AM00005:00 AM00005:15 AM00005:30 AM00005:45 AM10016:00 AM00006:15 AM00006:30 AM10016:45 AM00007:00 AM00007:15 AM00007:30 AM10017:45 AM00008:00 AM00008:15 AM00008:30 AM30038:45 AM30039:00 AM10019:15 AM20029:30 AM10019:45 AM000010:00 AM100110:15 AM100110:30 AM000010:45 AM000011:00 AM110211:15 AM000011:30 AM2002 11:45 AM100112:00 PM100112:15 PM100112:30 PM510612:45 PM20021:00 PM00001:15 PM00001:30 PM40041:45 PM11022:00 PM10012:15 PM00002:30 PM20022:45 PM20023:00 PM00003:15 PM21033:30 PM00003:45 PM20024:00 PM10014:15 PM10014:30 PM10014:45 PM10015:00 PM00005:15 PM00005:30 PM10015:45 PM20026:00 PM00006:15 PM10016:30 PM00006:45 PM70077:00 PM00007:15 PM00007:30 PM00007:45 PM10018:00 PM10018:15 PM10018:30 PM00008:45 PM10019:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM000010:15 PM000010:30 PM100110:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM000007/29/2021 12:00 AM000012:15 AM000012:30 AM0000 12:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM00003:00 AM00003:15 AM00003:30 AM00003:45 AM00004:00 AM00004:15 AM00004:30 AM00004:45 AM00005:00 AM00005:15 AM00005:30 AM00005:45 AM10016:00 AM00006:15 AM00006:30 AM00006:45 AM00007:00 AM10017:15 AM10017:30 AM00007:45 AM00008:00 AM00008:15 AM00008:30 AM20028:45 AM30039:00 AM10019:15 AM20029:30 AM00009:45 AM000010:00 AM000010:15 AM000010:30 AM100110:45 AM000011:00 AM000011:15 AM000011:30 AM000011:45 AM100112:00 PM210312:15 PM010112:30 PM400412:45 PM10011:00 PM00001:15 PM40041:30 PM2002 1:45 PM10012:00 PM20022:15 PM00002:30 PM20022:45 PM10013:00 PM00003:15 PM00003:30 PM10013:45 PM00004:00 PM10014:15 PM20024:30 PM30034:45 PM00005:00 PM60065:15 PM20025:30 PM30035:45 PM00006:00 PM00006:15 PM00006:30 PM00006:45 PM10017:00 PM00007:15 PM00007:30 PM00007:45 PM00008:00 PM10018:15 PM00008:30 PM00008:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM100110:15 PM000010:30 PM000010:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM0000Total16390172Total %94.85.20.0100.0AM Times8:30 AM10:15 AM7:30 AM8:30 AMAM Peaks9109PM Times12:30 PM12:00 PM12:00 PM12:00 PMPM Peaks91010 Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: S. Caron Rd.@East AccessSite Code:Start Date: 07/27/2021Page No: 13 Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: S. Caron Rd.@West AccessSite Code:Start Date: 07/27/2021Page No: 1Direction (Southbound)Start TimeLightsMediumsArticulated TrucksTotal07/27/2021 12:00 AM000012:15 AM000012:30 AM000012:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM10012:45 AM00003:00 AM00003:15 AM00003:30 AM00003:45 AM30034:00 AM10014:15 AM00004:30 AM00004:45 AM00005:00 AM10015:15 AM00005:30 AM00005:45 AM30036:00 AM01016:15 AM01016:30 AM00006:45 AM20027:00 AM10017:15 AM00007:30 AM00007:45 AM00008:00 AM20028:15 AM10018:30 AM20028:45 AM60069:00 AM00009:15 AM10019:30 AM1001 9:45 AM000010:00 AM110210:15 AM010110:30 AM100110:45 AM100111:00 AM010111:15 AM000011:30 AM001111:45 AM110212:00 PM100112:15 PM100112:30 PM010112:45 PM10011:00 PM10011:15 PM21031:30 PM00001:45 PM10012:00 PM00002:15 PM00002:30 PM20022:45 PM10013:00 PM10013:15 PM00003:30 PM00003:45 PM00004:00 PM10014:15 PM10014:30 PM10014:45 PM00005:00 PM10015:15 PM10015:30 PM00005:45 PM10016:00 PM00006:15 PM10016:30 PM00006:45 PM00007:00 PM10017:15 PM00007:30 PM00007:45 PM00008:00 PM00008:15 PM00008:30 PM00008:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM000010:15 PM000010:30 PM0000 10:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM000007/28/2021 12:00 AM000012:15 AM000012:30 AM000012:45 AM10011:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM20023:00 AM00003:15 AM00003:30 AM00003:45 AM10014:00 AM10014:15 AM00004:30 AM00004:45 AM00005:00 AM10015:15 AM00005:30 AM00005:45 AM20026:00 AM00006:15 AM10016:30 AM01016:45 AM20027:00 AM00007:15 AM10017:30 AM00007:45 AM10018:00 AM10018:15 AM20028:30 AM60068:45 AM60069:00 AM10019:15 AM10019:30 AM00009:45 AM200210:00 AM200210:15 AM000010:30 AM110210:45 AM000011:00 AM000011:15 AM110211:30 AM2002 11:45 AM000012:00 PM000012:15 PM000012:30 PM101212:45 PM00001:00 PM00001:15 PM10011:30 PM00001:45 PM11022:00 PM20022:15 PM10012:30 PM20022:45 PM10013:00 PM00003:15 PM00003:30 PM00003:45 PM10014:00 PM00004:15 PM10014:30 PM00004:45 PM00005:00 PM00005:15 PM10015:30 PM10015:45 PM00006:00 PM00006:15 PM10016:30 PM00006:45 PM10017:00 PM00007:15 PM00007:30 PM00007:45 PM00008:00 PM20028:15 PM20028:30 PM00008:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM100110:15 PM000010:30 PM000010:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM000007/29/2021 12:00 AM000012:15 AM000012:30 AM0000 12:45 AM00001:00 AM00111:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM10013:00 AM00003:15 AM00003:30 AM00003:45 AM20024:00 AM00004:15 AM00004:30 AM00004:45 AM10015:00 AM00005:15 AM00005:30 AM00005:45 AM20026:00 AM01016:15 AM00006:30 AM00006:45 AM20027:00 AM10017:15 AM00007:30 AM00007:45 AM10018:00 AM10018:15 AM00118:30 AM20028:45 AM60069:00 AM20029:15 AM00009:30 AM00009:45 AM010110:00 AM000010:15 AM000010:30 AM201310:45 AM000011:00 AM000011:15 AM000011:30 AM010111:45 AM100112:00 PM210312:15 PM020212:30 PM000012:45 PM20021:00 PM00001:15 PM10011:30 PM0000 1:45 PM10012:00 PM00002:15 PM10012:30 PM10012:45 PM00003:00 PM00003:15 PM00003:30 PM00003:45 PM10014:00 PM10014:15 PM10014:30 PM10014:45 PM20025:00 PM00005:15 PM00005:30 PM10015:45 PM00006:00 PM00006:15 PM00006:30 PM00006:45 PM00007:00 PM00007:15 PM00007:30 PM00007:45 PM00008:00 PM00008:15 PM00008:30 PM00008:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM100110:00 PM200210:15 PM000010:30 PM000010:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM0000Total148185171Total %86.510.52.9100.0AM Times8:00 AM11:00 AM11:00 AM8:00 AMAM Peaks152115PM Times2:30 PM12:00 PM12:00 PM12:00 PMPM Peaks4317 Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: S. Caron Rd.@West AccessSite Code:Start Date: 07/27/2021Page No: 7Direction (Northbound)Start TimeLightsMediumsArticulated TrucksTotal07/27/2021 12:00 AM010112:15 AM000012:30 AM000012:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM00003:00 AM10013:15 AM00003:30 AM00003:45 AM00004:00 AM00004:15 AM00004:30 AM00004:45 AM00005:00 AM00005:15 AM00005:30 AM00005:45 AM00006:00 AM00006:15 AM10016:30 AM10016:45 AM00007:00 AM00007:15 AM00007:30 AM00007:45 AM00008:00 AM00008:15 AM00008:30 AM00008:45 AM10019:00 AM00009:15 AM00009:30 AM0000 9:45 AM000010:00 AM000010:15 AM010110:30 AM100110:45 AM000011:00 AM100111:15 AM010111:30 AM000011:45 AM111312:00 PM000012:15 PM100112:30 PM100112:45 PM10011:00 PM00001:15 PM00001:30 PM00001:45 PM00002:00 PM00002:15 PM00002:30 PM20022:45 PM20023:00 PM00003:15 PM10013:30 PM10013:45 PM10014:00 PM00004:15 PM00004:30 PM10014:45 PM10015:00 PM01015:15 PM11025:30 PM00005:45 PM10016:00 PM00006:15 PM00006:30 PM00006:45 PM00007:00 PM00007:15 PM00007:30 PM30037:45 PM00008:00 PM00008:15 PM00008:30 PM00008:45 PM00009:00 PM10019:15 PM00009:30 PM00009:45 PM000010:00 PM000010:15 PM000010:30 PM0000 10:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM000007/28/2021 12:00 AM010112:15 AM000012:30 AM000012:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM00003:00 AM00003:15 AM00003:30 AM00003:45 AM00004:00 AM10014:15 AM00004:30 AM00004:45 AM00005:00 AM10015:15 AM00005:30 AM00005:45 AM00006:00 AM00006:15 AM00006:30 AM10016:45 AM00007:00 AM00007:15 AM00007:30 AM00007:45 AM00008:00 AM00118:15 AM00008:30 AM00008:45 AM00009:00 AM00009:15 AM01019:30 AM00119:45 AM010110:00 AM200210:15 AM000010:30 AM000010:45 AM000011:00 AM100111:15 AM000011:30 AM1001 11:45 AM000012:00 PM200212:15 PM100112:30 PM301412:45 PM00001:00 PM00001:15 PM10011:30 PM00001:45 PM10012:00 PM00002:15 PM00002:30 PM10012:45 PM10013:00 PM00003:15 PM00003:30 PM10013:45 PM20024:00 PM00004:15 PM00004:30 PM10014:45 PM00005:00 PM00005:15 PM10015:30 PM10015:45 PM00006:00 PM20026:15 PM10016:30 PM10016:45 PM10017:00 PM10017:15 PM00007:30 PM00007:45 PM00008:00 PM10018:15 PM10018:30 PM10018:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM100110:15 PM000010:30 PM010110:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM000007/29/2021 12:00 AM000012:15 AM000012:30 AM0000 12:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM00003:00 AM00003:15 AM00003:30 AM00003:45 AM00004:00 AM10014:15 AM00004:30 AM00004:45 AM00005:00 AM00005:15 AM00005:30 AM00005:45 AM00006:00 AM10016:15 AM00006:30 AM00006:45 AM10017:00 AM10017:15 AM00007:30 AM00007:45 AM00008:00 AM10018:15 AM00008:30 AM00008:45 AM00009:00 AM00119:15 AM00009:30 AM00009:45 AM000010:00 AM010110:15 AM000010:30 AM001110:45 AM020211:00 AM000011:15 AM000011:30 AM000011:45 AM210312:00 PM000012:15 PM100112:30 PM110212:45 PM00001:00 PM00001:15 PM00001:30 PM0000 1:45 PM20022:00 PM10012:15 PM00002:30 PM10012:45 PM00003:00 PM00003:15 PM00003:30 PM40043:45 PM00004:00 PM00004:15 PM00004:30 PM00004:45 PM00005:00 PM10015:15 PM00005:30 PM00005:45 PM30036:00 PM00006:15 PM20026:30 PM00006:45 PM00007:00 PM00007:15 PM00007:30 PM00007:45 PM00008:00 PM00008:15 PM00008:30 PM00008:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM000010:15 PM000010:30 PM110210:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM0000Total82166104Total %78.815.45.8100.0AM Times8:00 AM11:00 AM11:00 AM8:00 AMAM Peaks0211PM Times2:30 PM12:00 PM12:00 PM12:00 PMPM Peaks5113 Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: S. Caron Rd.@West AccessSite Code:Start Date: 07/27/2021Page No: 13 samschwartz.com Trip Generation Derived Rates samschwartz.com Table A. Rochelle, IL Site Trip Generation Data Vehicle Type Independent Variable Daily Weekday Morning Peak Weekday Evening Peak Passenger Vehicles # of employees T = 4.133 (X) 51% in / 49% out T = 0.675 (X) 80% in / 20% out T = 0.283 (X) 29% in / 71% out Trucks # of modules T = 25 (X) 47% in / 53% out T = 1.724 (X) 100 % in / 0% out T = 0.862 (X) 50% in / 50% out T = Trips generated X = Independent Variable Table B. Yorkville, IL Site Trip Generation Vehicle Type Independent Variable Daily Weekday Morning Peak Weekday Evening Peak Passenger Vehicles 261 total employees (141 first shift, 120 second shift) T = 4.133 (261 employees) = 1,080 51% in / 49% out T = 0.675*(141 first shift employees) = 95 80% in / 20% out T = 0.283*(141 first shift employees) + 0.675*(120 second shift employees) = 120 63% in / 37% out Trucks 4 modules T = 25*(4) = 100 50% in / 50% out T = 1.724*(4) = 5 100 % in / 0% out T = 0.862*(4) = 5 50% in / 50% out T = Trips generated Trips generated are rounded to the nearest five. samschwartz.com Capacity Analysis Results Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 90 115 35 55 65 10 15 195 75 5 70 45 Future Volume (vph) 90 115 35 55 65 10 15 195 75 5 70 45 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 14 12 13 13 12 12 12 12 11 12 12 11 Storage Length (ft) 290 260 145 155 145 155 150 240 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 195 200 165 135 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1906 1923 1574 1392 1961 1468 1703 2000 1084 1805 1923 1501 Flt Permitted 0.708 0.676 0.655 0.599 Satd. Flow (perm) 1421 1923 1574 990 1961 1468 1174 2000 1084 1138 1923 1501 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 109 109 Link Speed (mph) 55 55 45 45 Link Distance (ft) 773 1094 1012 673 Travel Time (s) 9.6 13.6 15.3 10.2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 1% 4% 6% 34% 2% 10% 6% 0% 44% 0% 4% 4% Adj. Flow (vph) 99 126 38 60 71 11 16 214 82 5 77 49 Shared Lane Traffic (%) Lane Group Flow (vph) 99 126 38 60 71 11 16 214 82 5 77 49 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.92 0.94 0.96 0.96 0.94 1.00 1.00 0.94 1.04 1.00 0.94 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 25.0 6.0 6.0 25.0 6.0 6.0 15.0 6.0 6.0 15.0 6.0 Minimum Split (s) 12.0 31.0 12.0 12.0 31.0 12.0 12.0 24.0 12.0 12.0 21.0 12.0 Total Split (s) 13.0 34.0 13.0 13.0 34.0 13.0 13.0 30.0 13.0 13.0 30.0 13.0 Total Split (%) 14.4% 37.8% 14.4% 14.4% 37.8% 14.4% 14.4% 33.3% 14.4% 14.4% 33.3% 14.4% Maximum Green (s) 7.0 28.0 7.0 7.0 28.0 7.0 7.0 24.0 7.0 7.0 24.0 7.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None Max None None Max None None None None None None None Act Effct Green (s) 34.1 28.9 41.5 33.9 28.8 41.2 21.5 19.2 32.1 20.0 16.7 29.7 Actuated g/C Ratio 0.46 0.39 0.56 0.46 0.39 0.55 0.29 0.26 0.43 0.27 0.22 0.40 v/c Ratio 0.14 0.17 0.04 0.12 0.09 0.01 0.04 0.41 0.16 0.01 0.18 0.07 Control Delay 11.6 19.5 0.1 11.9 19.0 0.0 17.5 27.9 2.8 17.2 27.6 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.6 19.5 0.1 11.9 19.0 0.0 17.5 27.9 2.8 17.2 27.6 0.2 LOS BBABBABCABCA Approach Delay 13.7 14.5 20.8 16.9 Approach LOS B B C B Queue Length 50th (ft) 24 43 0 14 24 0 5 78 0 2 33 0 Queue Length 95th (ft) 56 90 0 38 57 0 18 164 17 9 69 1 Internal Link Dist (ft) 693 1014 932 593 Turn Bay Length (ft) 290 260 145 155 145 155 150 240 Base Capacity (vph) 700 747 941 493 759 880 393 679 535 378 638 673 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.14 0.17 0.04 0.12 0.09 0.01 0.04 0.32 0.15 0.01 0.12 0.07 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 74.3 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.41 Intersection Signal Delay: 17.0 Intersection LOS: B Intersection Capacity Utilization 45.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Eldamain Rd/Ashe Rd & Galena Rd Lanes, Volumes, Timings 2: Eldamain Rd & Farm Access/Corneils Rd 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 1 1 10 1 10 1 275 20 5 155 1 Future Volume (vph) 1 1 1 10 1 10 1 275 20 5 155 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 14 12 12 11 12 11 13 12 11 13 12 Storage Length (ft) 0 0 145 0 195 0 180 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft) 25 175 205 265 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.955 0.862 0.990 0.999 Flt Protected 0.984 0.950 0.950 0.950 Satd. Flow (prot) 0 1904 0 1805 1583 0 1745 1772 0 1745 1571 0 Flt Permitted 0.984 0.950 0.950 0.950 Satd. Flow (perm) 0 1904 0 1805 1583 0 1745 1772 0 1745 1571 0 Link Speed (mph) 30 55 45 45 Link Distance (ft) 963 1624 946 3769 Travel Time (s) 21.9 20.1 14.3 57.1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 10% 5% 0% 25% 0% Adj. Flow (vph) 1 1 1 11 1 11 1 302 22 5 170 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 3 0 11 12 0 1 324 0 5 171 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 11 11 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.04 1.00 1.04 0.96 1.00 1.04 0.96 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 25.7% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2: Eldamain Rd & Farm Access/Corneils Rd 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 4 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 1 10 1 10 1 275 20 5 155 1 Future Vol, veh/h 1 1 1 10 1 10 1 275 20 5 155 1 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 145 - - 195 - - 180 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 0 0000001050250 Mvmt Flow 1 1 1 11 1 11 1 302 22 5 170 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 502 507 171 497 496 313 171 0 0 324 0 0 Stage 1 181 181 - 315 315 ------- Stage 2 321 326 - 182 181 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 483 471 878 487 478 732 1418 - - 1247 - - Stage 1 825 754 - 700 659 ------- Stage 2 695 652 - 824 754 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 473 469 878 484 476 732 1418 - - 1247 - - Mov Cap-2 Maneuver 473 469 - 484 476 ------- Stage 1 824 751 - 699 658 ------- Stage 2 683 651 - 818 751 ------- Approach EB WB NB SB HCM Control Delay, s 11.5 11.3 0 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1418 - - 557 484 698 1247 - - HCM Lane V/C Ratio 0.001 - - 0.006 0.023 0.017 0.004 - - HCM Control Delay (s) 7.5 - - 11.5 12.6 10.2 7.9 - - HCM Lane LOS A - -BBBA - - HCM 95th %tile Q(veh) 0 - - 0 0.1 0.1 0 - - Lanes, Volumes, Timings 3: Eldamain Rd & Grundy Access 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 15 5 5 280 150 15 Future Volume (vph) 15 5 5 280 150 15 Ideal Flow (vphpl) 1900 1900 1900 2000 2000 1900 Lane Width (ft) 16 12 11 13 13 11 Storage Length (ft) 0 0 155 160 Storage Lanes 1 0 1 1 Taper Length (ft) 25 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.968 0.850 Flt Protected 0.963 0.950 Satd. Flow (prot) 1024 0 953 1968 1797 863 Flt Permitted 0.963 0.950 Satd. Flow (perm) 1024 0 953 1968 1797 863 Link Speed (mph) 30 45 45 Link Distance (ft) 736 9359 946 Travel Time (s) 16.7 141.8 14.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 100% 83% 83% 5% 15% 81% Adj. Flow (vph) 16 5 5 304 163 16 Shared Lane Traffic (%) Lane Group Flow (vph) 21 0 5 304 163 16 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 16 13 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 1.00 1.04 0.90 0.90 1.04 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 24.0% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 3: Eldamain Rd & Grundy Access 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 6 Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 5 5 280 150 15 Future Vol, veh/h 15 5 5 280 150 15 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 155 - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 100 83 83 5 15 81 Mvmt Flow 16 5 5 304 163 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 477 163 179 0 - 0 Stage 1 163 ----- Stage 2 314 ----- Critical Hdwy 7.4 7.03 4.93 - - - Critical Hdwy Stg 1 6.4 ----- Critical Hdwy Stg 2 6.4 ----- Follow-up Hdwy 4.4 4.047 2.947 - - - Pot Cap-1 Maneuver 405 708 1028 - - - Stage 1 675 ----- Stage 2 564 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 403 708 1028 - - - Mov Cap-2 Maneuver 403 ----- Stage 1 672 ----- Stage 2 564 ----- Approach EB NB SB HCM Control Delay, s 13.4 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1028 - 452 - - HCM Lane V/C Ratio 0.005 - 0.048 - - HCM Control Delay (s) 8.5 - 13.4 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.2 - - Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 150 495 35 30 255 85 20 70 65 100 35 80 Future Volume (vph) 150 495 35 30 255 85 20 70 65 100 35 80 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 13 13 12 13 13 14 13 12 11 13 13 12 Storage Length (ft) 285 225 180 300 215 215 330 255 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 220 180 210 130 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1811 3812 1568 1696 3636 1267 1865 2000 1473 1492 2067 1495 Flt Permitted 0.461 0.459 0.733 0.599 Satd. Flow (perm) 877 3812 1568 819 3636 1238 1439 2000 1473 941 2067 1495 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 62 89 68 84 Link Speed (mph) 45 45 45 45 Link Distance (ft) 1408 1708 1322 9359 Travel Time (s) 21.3 25.9 20.0 141.8 Confl. Peds. (#/hr) 3 3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 3% 3% 3% 10% 8% 36% 0% 0% 6% 25% 0% 8% Adj. Flow (vph) 158 521 37 32 268 89 21 74 68 105 37 84 Shared Lane Traffic (%) Lane Group Flow (vph) 158 521 37 32 268 89 21 74 68 105 37 84 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 13 13 13 13 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.96 0.90 1.00 0.96 0.90 0.92 0.96 0.94 1.04 0.96 0.90 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 20.0 6.0 6.0 20.0 6.0 6.0 8.0 6.0 6.0 8.0 6.0 Minimum Split (s) 12.3 26.3 12.3 12.3 26.3 12.3 12.3 22.5 12.3 12.3 34.3 12.3 Total Split (s) 30.0 75.0 30.0 30.0 75.0 35.0 30.0 30.0 30.0 35.0 35.0 30.0 Total Split (%) 17.6% 44.1% 17.6% 17.6% 44.1% 20.6% 17.6% 17.6% 17.6% 20.6% 20.6% 17.6% Maximum Green (s) 23.7 68.7 23.7 23.7 68.7 28.7 23.7 23.7 23.7 28.7 28.7 23.7 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None None None None None None None Max None None Max None Act Effct Green (s) 37.2 28.0 40.5 27.3 20.7 30.5 30.9 24.7 37.6 39.1 30.9 48.5 Actuated g/C Ratio 0.41 0.31 0.44 0.30 0.23 0.33 0.34 0.27 0.41 0.43 0.34 0.53 v/c Ratio 0.34 0.45 0.05 0.10 0.33 0.19 0.04 0.14 0.11 0.23 0.05 0.10 Control Delay 19.4 28.4 2.0 17.8 31.7 5.0 16.1 28.1 5.5 17.2 23.7 3.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.4 28.4 2.0 17.8 31.7 5.0 16.1 28.1 5.5 17.2 23.7 3.2 LOS BCABCABCABCA Approach Delay 25.0 24.4 17.2 13.1 Approach LOS C C B B Queue Length 50th (ft) 57 133 0 11 68 0 7 32 0 35 15 0 Queue Length 95th (ft) 103 191 9 29 112 28 21 75 27 74 40 23 Internal Link Dist (ft) 1328 1628 1242 9279 Turn Bay Length (ft) 285 225 180 300 215 215 330 255 Base Capacity (vph) 607 2863 1014 568 2731 717 751 538 906 591 696 1022 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.26 0.18 0.04 0.06 0.10 0.12 0.03 0.14 0.08 0.18 0.05 0.08 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 91.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.45 Intersection Signal Delay: 22.2 Intersection LOS: C Intersection Capacity Utilization 52.9% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 9 Splits and Phases: 4: Eldamain Rd & US Rte 34 Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 50 90 30 100 155 10 40 150 85 5 260 110 Future Volume (vph) 50 90 30 100 155 10 40 150 85 5 260 110 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 14 12 13 13 12 12 12 12 11 12 12 11 Storage Length (ft) 290 260 145 155 145 155 150 240 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 195 200 165 135 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1888 1980 1574 1516 1923 1615 1752 1961 1249 1805 1961 1561 Flt Permitted 0.651 0.689 0.381 0.654 Satd. Flow (perm) 1293 1980 1574 1100 1923 1615 703 1961 1249 1243 1961 1561 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 109 120 Link Speed (mph) 55 55 45 45 Link Distance (ft) 773 1094 1012 673 Travel Time (s) 9.6 13.6 15.3 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 1% 6% 23% 4% 0% 3% 2% 25% 0% 2% 0% Adj. Flow (vph) 54 98 33 109 168 11 43 163 92 5 283 120 Shared Lane Traffic (%) Lane Group Flow (vph) 54 98 33 109 168 11 43 163 92 5 283 120 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.92 0.94 0.96 0.96 0.94 1.00 1.00 0.94 1.04 1.00 0.94 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 25.0 6.0 6.0 25.0 6.0 6.0 15.0 6.0 6.0 15.0 6.0 Minimum Split (s) 12.0 31.0 12.0 12.0 31.0 12.0 12.0 24.0 12.0 12.0 21.0 12.0 Total Split (s) 13.0 34.0 13.0 13.0 34.0 13.0 13.0 30.0 13.0 13.0 30.0 13.0 Total Split (%) 14.4% 37.8% 14.4% 14.4% 37.8% 14.4% 14.4% 33.3% 14.4% 14.4% 33.3% 14.4% Maximum Green (s) 7.0 28.0 7.0 7.0 28.0 7.0 7.0 24.0 7.0 7.0 24.0 7.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None Max None None Max None None None None None None None Act Effct Green (s) 33.9 28.9 41.9 34.4 29.2 41.6 27.0 24.5 37.6 23.8 19.3 32.3 Actuated g/C Ratio 0.42 0.36 0.53 0.43 0.37 0.52 0.34 0.31 0.47 0.30 0.24 0.40 v/c Ratio 0.09 0.14 0.04 0.21 0.24 0.01 0.13 0.27 0.14 0.01 0.60 0.17 Control Delay 13.5 21.9 0.1 14.8 22.5 0.0 17.6 24.5 3.2 16.2 34.4 4.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.5 21.9 0.1 14.8 22.5 0.0 17.6 24.5 3.2 16.2 34.4 4.2 LOS BCABCABCABCA Approach Delay 15.6 18.7 16.9 25.3 Approach LOS B B B C Queue Length 50th (ft) 15 36 0 31 65 0 14 58 0 2 137 0 Queue Length 95th (ft) 37 78 0 67 124 0 35 126 22 8 217 32 Internal Link Dist (ft) 693 1014 932 593 Turn Bay Length (ft) 290 260 145 155 145 155 150 240 Base Capacity (vph) 607 718 887 511 702 913 332 670 650 433 609 711 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.09 0.14 0.04 0.21 0.24 0.01 0.13 0.24 0.14 0.01 0.46 0.17 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 79.8 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay: 20.0 Intersection LOS: C Intersection Capacity Utilization 64.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: Eldamain Rd/Ashe Rd & Galena Rd Lanes, Volumes, Timings 2: Eldamain Rd & Farm Access/Corneils Rd 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 1 1 35 1 5 1 270 25 5 385 1 Future Volume (vph) 1 1 1 35 1 5 1 270 25 5 385 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 14 12 12 11 12 11 13 12 11 13 12 Storage Length (ft) 0 0 145 0 195 0 180 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft) 25 175 205 265 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.955 0.871 0.987 Flt Protected 0.984 0.950 0.950 0.950 Satd. Flow (prot) 0 1904 0 1805 1600 0 1745 1775 0 1491 1870 0 Flt Permitted 0.984 0.950 0.950 0.950 Satd. Flow (perm) 0 1904 0 1805 1600 0 1745 1775 0 1491 1870 0 Link Speed (mph) 30 55 45 45 Link Distance (ft) 963 1624 946 3769 Travel Time (s) 21.9 20.1 14.3 57.1 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 10% 0% 17% 5% 0% Adj. Flow (vph) 1 1 1 41 1 6 1 318 29 6 453 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 3 0 41 7 0 1 347 0 6 454 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 11 11 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.04 1.00 1.04 0.96 1.00 1.04 0.96 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 31.8% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2: Eldamain Rd & Farm Access/Corneils Rd 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 4 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 1 35 1 5 1 270 25 5 385 1 Future Vol, veh/h 1 1 1 35 1 5 1 270 25 5 385 1 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 145 - - 195 - - 180 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 0 0000001001750 Mvmt Flow 1 1 1 41 1 6 1 318 29 6 453 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 804 815 454 802 801 333 454 0 0 347 0 0 Stage 1 466 466 - 335 335 ------- Stage 2 338 349 - 467 466 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.27 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.353 - - Pot Cap-1 Maneuver 304 314 610 305 320 713 1117 - - 1133 - - Stage 1 581 566 - 683 646 ------- Stage 2 681 637 - 580 566 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 299 312 610 302 318 713 1117 - - 1133 - - Mov Cap-2 Maneuver 299 312 - 302 318 ------- Stage 1 580 563 - 682 645 ------- Stage 2 674 636 - 575 563 ------- Approach EB WB NB SB HCM Control Delay, s 14.9 17.7 0 0.1 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1117 - - 366 302 591 1133 - - HCM Lane V/C Ratio 0.001 - - 0.01 0.136 0.012 0.005 - - HCM Control Delay (s) 8.2 - - 14.9 18.8 11.2 8.2 - - HCM Lane LOS A - - B C B A - - HCM 95th %tile Q(veh) 0 - - 0 0.5 0 0 - - Lanes, Volumes, Timings 3: Eldamain Rd & Grundy Access 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 15 10 5 280 410 10 Future Volume (vph) 15 10 5 280 410 10 Ideal Flow (vphpl) 1900 1900 1900 2000 2000 1900 Lane Width (ft) 16 12 11 13 13 11 Storage Length (ft) 0 0 155 160 Storage Lanes 1 0 1 1 Taper Length (ft) 25 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.947 0.850 Flt Protected 0.971 0.950 Satd. Flow (prot) 1064 0 953 1968 2006 817 Flt Permitted 0.971 0.950 Satd. Flow (perm) 1064 0 953 1968 2006 817 Link Speed (mph) 30 45 45 Link Distance (ft) 736 9359 946 Travel Time (s) 16.7 141.8 14.3 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 Heavy Vehicles (%) 88% 83% 83% 5% 3% 91% Adj. Flow (vph) 17 11 6 322 471 11 Shared Lane Traffic (%) Lane Group Flow (vph) 28 0 6 322 471 11 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 16 13 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 1.00 1.04 0.90 0.90 1.04 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 30.5% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 3: Eldamain Rd & Grundy Access 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 6 Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 10 5 280 410 10 Future Vol, veh/h 15 10 5 280 410 10 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 155 - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 88 83 83 5 3 91 Mvmt Flow 17 11 6 322 471 11 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 805 471 482 0 - 0 Stage 1 471 ----- Stage 2 334 ----- Critical Hdwy 7.28 7.03 4.93 - - - Critical Hdwy Stg 1 6.28 ----- Critical Hdwy Stg 2 6.28 ----- Follow-up Hdwy 4.292 4.047 2.947 - - - Pot Cap-1 Maneuver 256 457 764 - - - Stage 1 482 ----- Stage 2 568 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 254 457 764 - - - Mov Cap-2 Maneuver 254 ----- Stage 1 478 ----- Stage 2 568 ----- Approach EB NB SB HCM Control Delay, s 17.8 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 764 - 309 - - HCM Lane V/C Ratio 0.008 - 0.093 - - HCM Control Delay (s) 9.7 - 17.8 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.3 - - Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 170 545 60 105 620 90 75 50 70 130 115 265 Future Volume (vph) 170 545 60 105 620 90 75 50 70 130 115 265 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 13 13 12 13 13 14 13 12 11 13 13 12 Storage Length (ft) 285 225 180 300 215 215 330 255 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 220 180 210 130 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1811 3812 1615 1865 3888 1511 1865 1961 1516 1651 2046 1538 Flt Permitted 0.213 0.368 0.677 0.633 Satd. Flow (perm) 406 3812 1615 723 3888 1480 1329 1961 1516 1100 2046 1538 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 65 98 76 269 Link Speed (mph) 45 45 45 45 Link Distance (ft) 1408 1708 1322 9359 Travel Time (s) 21.3 25.9 20.0 141.8 Confl. Peds. (#/hr) 1 1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 0% 0% 1% 14% 0% 2% 3% 13% 1% 5% Adj. Flow (vph) 185 592 65 114 674 98 82 54 76 141 125 288 Shared Lane Traffic (%) Lane Group Flow (vph) 185 592 65 114 674 98 82 54 76 141 125 288 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 13 13 13 13 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.96 0.90 1.00 0.96 0.90 0.92 0.96 0.94 1.04 0.96 0.90 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 20.0 6.0 6.0 20.0 6.0 6.0 8.0 6.0 6.0 8.0 6.0 Minimum Split (s) 12.3 26.3 12.3 12.3 26.3 12.3 12.3 22.5 12.3 12.3 34.3 12.3 Total Split (s) 30.0 75.0 30.0 30.0 75.0 35.0 30.0 30.0 30.0 35.0 35.0 30.0 Total Split (%) 17.6% 44.1% 17.6% 17.6% 44.1% 20.6% 17.6% 17.6% 17.6% 20.6% 20.6% 17.6% Maximum Green (s) 23.7 68.7 23.7 23.7 68.7 28.7 23.7 23.7 23.7 28.7 28.7 23.7 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None None None None None None None Max None None Max None Act Effct Green (s) 49.9 36.4 51.4 41.2 32.1 44.3 34.2 25.6 41.1 41.4 29.2 49.2 Actuated g/C Ratio 0.46 0.33 0.47 0.38 0.29 0.41 0.31 0.24 0.38 0.38 0.27 0.45 v/c Ratio 0.51 0.46 0.08 0.31 0.59 0.15 0.18 0.12 0.12 0.29 0.23 0.34 Control Delay 21.6 29.7 3.9 18.5 35.3 3.6 24.2 38.6 6.9 25.0 35.3 4.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.6 29.7 3.9 18.5 35.3 3.6 24.2 38.6 6.9 25.0 35.3 4.4 LOS CCABDACDACDA Approach Delay 25.9 29.6 21.6 16.6 Approach LOS C C C B Queue Length 50th (ft) 71 167 0 42 207 0 35 30 0 63 68 7 Queue Length 95th (ft) 122 237 22 78 296 28 80 76 35 130 142 62 Internal Link Dist (ft) 1328 1628 1242 9279 Turn Bay Length (ft) 285 225 180 300 215 215 330 255 Base Capacity (vph) 502 2432 1015 595 2480 881 656 460 815 593 549 963 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.37 0.24 0.06 0.19 0.27 0.11 0.13 0.12 0.09 0.24 0.23 0.30 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 108.9 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.59 Intersection Signal Delay: 24.8 Intersection LOS: C Intersection Capacity Utilization 55.7% ICU Level of Service B Analysis Period (min) 15 Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 9 Splits and Phases: 4: Eldamain Rd & US Rte 34 Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 120 140 40 65 80 10 20 255 90 5 100 60 Future Volume (vph) 120 140 40 65 80 10 20 255 90 5 100 60 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 14 12 13 13 12 12 12 12 11 12 12 11 Storage Length (ft) 290 260 145 155 145 155 150 240 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 195 200 165 135 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1906 1923 1574 1392 1961 1468 1703 2000 1084 1805 1923 1501 Flt Permitted 0.695 0.659 0.639 0.473 Satd. Flow (perm) 1395 1923 1574 966 1961 1468 1145 2000 1084 899 1923 1501 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 109 109 Link Speed (mph) 55 55 45 45 Link Distance (ft) 773 1094 1012 673 Travel Time (s) 9.6 13.6 15.3 10.2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 1% 4% 6% 34% 2% 10% 6% 0% 44% 0% 4% 4% Adj. Flow (vph) 132 154 44 71 88 11 22 280 99 5 110 66 Shared Lane Traffic (%) Lane Group Flow (vph) 132 154 44 71 88 11 22 280 99 5 110 66 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.92 0.94 0.96 0.96 0.94 1.00 1.00 0.94 1.04 1.00 0.94 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 25.0 6.0 6.0 25.0 6.0 6.0 15.0 6.0 6.0 15.0 6.0 Minimum Split (s) 12.0 31.0 12.0 12.0 31.0 12.0 12.0 24.0 12.0 12.0 21.0 12.0 Total Split (s) 13.0 34.0 13.0 13.0 34.0 13.0 13.0 30.0 13.0 13.0 30.0 13.0 Total Split (%) 14.4% 37.8% 14.4% 14.4% 37.8% 14.4% 14.4% 33.3% 14.4% 14.4% 33.3% 14.4% Maximum Green (s) 7.0 28.0 7.0 7.0 28.0 7.0 7.0 24.0 7.0 7.0 24.0 7.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None Max None None Max None None None None None None None Act Effct Green (s) 34.3 29.1 41.8 34.1 28.9 41.3 22.7 20.4 33.4 21.1 17.8 31.0 Actuated g/C Ratio 0.45 0.38 0.55 0.45 0.38 0.55 0.30 0.27 0.44 0.28 0.24 0.41 v/c Ratio 0.19 0.21 0.05 0.15 0.12 0.01 0.06 0.52 0.18 0.02 0.24 0.10 Control Delay 12.8 20.6 0.1 13.0 20.2 0.0 17.2 29.2 4.0 16.6 27.8 1.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.8 20.6 0.1 13.0 20.2 0.0 17.2 29.2 4.0 16.6 27.8 1.4 LOS BCABCABCABCA Approach Delay 14.7 15.9 22.4 17.9 Approach LOS B B C B Queue Length 50th (ft) 33 54 0 17 30 0 7 106 0 2 48 0 Queue Length 95th (ft) 76 113 0 47 70 0 22 212 25 8 92 9 Internal Link Dist (ft) 693 1014 932 593 Turn Bay Length (ft) 290 260 145 155 145 155 150 240 Base Capacity (vph) 682 737 931 477 749 869 398 670 544 342 629 683 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.19 0.21 0.05 0.15 0.12 0.01 0.06 0.42 0.18 0.01 0.17 0.10 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 75.7 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay: 18.3 Intersection LOS: B Intersection Capacity Utilization 55.2% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: Eldamain Rd/Ashe Rd & Galena Rd Lanes, Volumes, Timings 2: Eldamain Rd & Farm Access/Corneils Rd 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 1 1 10 1 15 1 350 25 5 200 1 Future Volume (vph) 1 1 1 10 1 15 1 350 25 5 200 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 14 12 12 11 12 11 13 12 11 13 12 Storage Length (ft) 0 0 145 0 195 0 180 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft) 25 175 205 265 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.955 0.859 0.990 0.999 Flt Protected 0.984 0.950 0.950 0.950 Satd. Flow (prot) 0 1904 0 1805 1578 0 1745 1772 0 1745 1571 0 Flt Permitted 0.984 0.950 0.950 0.950 Satd. Flow (perm) 0 1904 0 1805 1578 0 1745 1772 0 1745 1571 0 Link Speed (mph) 30 55 45 45 Link Distance (ft) 963 1624 946 3769 Travel Time (s) 21.9 20.1 14.3 57.1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 10% 5% 0% 25% 0% Adj. Flow (vph) 1 1 1 11 1 16 1 385 27 5 220 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 3 0 11 17 0 1 412 0 5 221 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 11 11 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.04 1.00 1.04 0.96 1.00 1.04 0.96 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 29.9% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2: Eldamain Rd & Farm Access/Corneils Rd 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 4 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 1 10 1 15 1 350 25 5 200 1 Future Vol, veh/h 1 1 1 10 1 15 1 350 25 5 200 1 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 145 - - 195 - - 180 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 0 0000001050250 Mvmt Flow 1 1 1 11 1 16 1 385 27 5 220 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 640 645 221 633 632 399 221 0 0 412 0 0 Stage 1 231 231 - 401 401 ------- Stage 2 409 414 - 232 231 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 391 393 824 395 400 655 1360 - - 1158 - - Stage 1 776 717 - 630 604 ------- Stage 2 623 597 - 775 717 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 379 391 824 392 398 655 1360 - - 1158 - - Mov Cap-2 Maneuver 379 391 - 392 398 ------- Stage 1 775 714 - 629 603 ------- Stage 2 606 596 - 769 714 ------- Approach EB WB NB SB HCM Control Delay, s 12.7 12.2 0 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1360 - - 468 392 630 1158 - - HCM Lane V/C Ratio 0.001 - - 0.007 0.028 0.028 0.005 - - HCM Control Delay (s) 7.6 - - 12.7 14.4 10.9 8.1 - - HCM Lane LOS A - -BBBA - - HCM 95th %tile Q(veh) 0 - - 0 0.1 0.1 0 - - Lanes, Volumes, Timings 3: Eldamain Rd & Grundy Access 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 15 5 5 360 195 15 Future Volume (vph) 15 5 5 360 195 15 Ideal Flow (vphpl) 1900 1900 1900 2000 2000 1900 Lane Width (ft) 16 12 11 13 13 11 Storage Length (ft) 0 0 155 160 Storage Lanes 1 0 1 1 Taper Length (ft) 25 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.968 0.850 Flt Protected 0.963 0.950 Satd. Flow (prot) 1024 0 953 1968 1797 863 Flt Permitted 0.963 0.950 Satd. Flow (perm) 1024 0 953 1968 1797 863 Link Speed (mph) 30 45 45 Link Distance (ft) 736 9359 946 Travel Time (s) 16.7 141.8 14.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 100% 83% 83% 5% 15% 81% Adj. Flow (vph) 16 5 5 391 212 16 Shared Lane Traffic (%) Lane Group Flow (vph) 21 0 5 391 212 16 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 16 13 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 1.00 1.04 0.90 0.90 1.04 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 28.0% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 3: Eldamain Rd & Grundy Access 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 6 Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 5 5 360 195 15 Future Vol, veh/h 15 5 5 360 195 15 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 155 - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 100 83 83 5 15 81 Mvmt Flow 16 5 5 391 212 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 613 212 228 0 - 0 Stage 1 212 ----- Stage 2 401 ----- Critical Hdwy 7.4 7.03 4.93 - - - Critical Hdwy Stg 1 6.4 ----- Critical Hdwy Stg 2 6.4 ----- Follow-up Hdwy 4.4 4.047 2.947 - - - Pot Cap-1 Maneuver 330 661 980 - - - Stage 1 637 ----- Stage 2 507 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 328 661 980 - - - Mov Cap-2 Maneuver 328 ----- Stage 1 634 ----- Stage 2 507 ----- Approach EB NB SB HCM Control Delay, s 15.2 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 980 - 375 - - HCM Lane V/C Ratio 0.006 - 0.058 - - HCM Control Delay (s) 8.7 - 15.2 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.2 - - Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 180 565 40 35 290 100 25 90 75 115 40 95 Future Volume (vph) 180 565 40 35 290 100 25 90 75 115 40 95 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 13 13 12 13 13 14 13 12 11 13 13 12 Storage Length (ft) 285 225 180 300 215 215 330 255 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 220 180 210 130 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1811 3812 1568 1696 3636 1267 1865 2000 1473 1492 2067 1495 Flt Permitted 0.425 0.414 0.730 0.566 Satd. Flow (perm) 809 3812 1568 739 3636 1238 1433 2000 1473 889 2067 1495 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 62 105 79 100 Link Speed (mph) 45 45 45 45 Link Distance (ft) 1408 1708 1322 9359 Travel Time (s) 21.3 25.9 20.0 141.8 Confl. Peds. (#/hr) 3 3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 3% 3% 3% 10% 8% 36% 0% 0% 6% 25% 0% 8% Adj. Flow (vph) 189 595 42 37 305 105 26 95 79 121 42 100 Shared Lane Traffic (%) Lane Group Flow (vph) 189 595 42 37 305 105 26 95 79 121 42 100 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 13 13 13 13 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.96 0.90 1.00 0.96 0.90 0.92 0.96 0.94 1.04 0.96 0.90 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 20.0 6.0 6.0 20.0 6.0 6.0 8.0 6.0 6.0 8.0 6.0 Minimum Split (s) 12.3 26.3 12.3 12.3 26.3 12.3 12.3 22.5 12.3 12.3 34.3 12.3 Total Split (s) 30.0 75.0 30.0 30.0 75.0 35.0 30.0 30.0 30.0 35.0 35.0 30.0 Total Split (%) 17.6% 44.1% 17.6% 17.6% 44.1% 20.6% 17.6% 17.6% 17.6% 20.6% 20.6% 17.6% Maximum Green (s) 23.7 68.7 23.7 23.7 68.7 28.7 23.7 23.7 23.7 28.7 28.7 23.7 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None None None None None None None Max None None Max None Act Effct Green (s) 40.4 30.3 43.1 28.5 21.7 32.7 30.8 24.3 37.5 40.5 31.6 50.7 Actuated g/C Ratio 0.42 0.32 0.45 0.30 0.23 0.34 0.32 0.26 0.39 0.43 0.33 0.53 v/c Ratio 0.40 0.49 0.06 0.13 0.37 0.21 0.05 0.19 0.13 0.27 0.06 0.12 Control Delay 20.2 28.9 2.4 18.1 33.1 4.7 17.7 31.1 5.8 19.0 25.4 3.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 20.2 28.9 2.4 18.1 33.1 4.7 17.7 31.1 5.8 19.0 25.4 3.1 LOS CCABCABCABCA Approach Delay 25.6 25.2 19.4 14.0 Approach LOS C C B B Queue Length 50th (ft) 70 156 0 13 81 0 8 44 0 42 17 0 Queue Length 95th (ft) 124 225 12 33 132 31 27 100 32 91 47 26 Internal Link Dist (ft) 1328 1628 1242 9279 Turn Bay Length (ft) 285 225 180 300 215 215 330 255 Base Capacity (vph) 597 2768 1019 556 2640 715 736 512 878 572 686 1005 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.32 0.21 0.04 0.07 0.12 0.15 0.04 0.19 0.09 0.21 0.06 0.10 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 95.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 23.0 Intersection LOS: C Intersection Capacity Utilization 55.4% ICU Level of Service B Analysis Period (min) 15 Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 9 Splits and Phases: 4: Eldamain Rd & US Rte 34 Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 60 110 35 125 190 10 45 180 100 5 315 130 Future Volume (vph) 60 110 35 125 190 10 45 180 100 5 315 130 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 14 12 13 13 12 12 12 12 11 12 12 11 Storage Length (ft) 290 260 145 155 145 155 150 240 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 195 200 165 135 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1888 1980 1574 1516 1923 1615 1752 1961 1249 1805 1961 1561 Flt Permitted 0.596 0.675 0.298 0.634 Satd. Flow (perm) 1184 1980 1574 1077 1923 1615 550 1961 1249 1205 1961 1561 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 109 141 Link Speed (mph) 55 55 45 45 Link Distance (ft) 773 1094 1012 673 Travel Time (s) 9.6 13.6 15.3 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 1% 6% 23% 4% 0% 3% 2% 25% 0% 2% 0% Adj. Flow (vph) 65 120 38 136 207 11 49 196 109 5 342 141 Shared Lane Traffic (%) Lane Group Flow (vph) 65 120 38 136 207 11 49 196 109 5 342 141 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.92 0.94 0.96 0.96 0.94 1.00 1.00 0.94 1.04 1.00 0.94 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 25.0 6.0 6.0 25.0 6.0 6.0 15.0 6.0 6.0 15.0 6.0 Minimum Split (s) 12.0 31.0 12.0 12.0 31.0 12.0 12.0 24.0 12.0 12.0 21.0 12.0 Total Split (s) 13.0 34.0 13.0 13.0 34.0 13.0 13.0 30.0 13.0 13.0 30.0 13.0 Total Split (%) 14.4% 37.8% 14.4% 14.4% 37.8% 14.4% 14.4% 33.3% 14.4% 14.4% 33.3% 14.4% Maximum Green (s) 7.0 28.0 7.0 7.0 28.0 7.0 7.0 24.0 7.0 7.0 24.0 7.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None Max None None Max None None None None None None None Act Effct Green (s) 35.0 28.3 41.1 35.4 28.5 40.7 28.5 25.9 38.8 25.2 20.6 33.4 Actuated g/C Ratio 0.42 0.34 0.49 0.42 0.34 0.49 0.34 0.31 0.46 0.30 0.25 0.40 v/c Ratio 0.12 0.18 0.05 0.28 0.32 0.01 0.17 0.32 0.17 0.01 0.71 0.20 Control Delay 14.3 22.9 0.1 16.1 24.2 0.0 18.0 25.0 4.2 16.2 38.5 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 14.3 22.9 0.1 16.1 24.2 0.0 18.0 25.0 4.2 16.2 38.5 3.9 LOS BCABCABCABDA Approach Delay 16.5 20.3 17.6 28.3 Approach LOS B C B C Queue Length 50th (ft) 19 48 0 42 87 0 16 71 0 2 173 0 Queue Length 95th (ft) 43 92 0 81 150 0 38 150 30 8 266 34 Internal Link Dist (ft) 693 1014 932 593 Turn Bay Length (ft) 290 260 145 155 145 155 150 240 Base Capacity (vph) 560 669 834 494 654 858 288 657 640 423 568 712 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.12 0.18 0.05 0.28 0.32 0.01 0.17 0.30 0.17 0.01 0.60 0.20 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 83.8 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay: 21.8 Intersection LOS: C Intersection Capacity Utilization 68.5% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: Eldamain Rd/Ashe Rd & Galena Rd Lanes, Volumes, Timings 2: Eldamain Rd & Farm Access/Corneils Rd 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 1 1 40 1 5 1 320 30 5 470 1 Future Volume (vph) 1 1 1 40 1 5 1 320 30 5 470 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 14 12 12 11 12 11 13 12 11 13 12 Storage Length (ft) 0 0 145 0 195 0 180 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft) 25 175 205 265 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.955 0.871 0.987 Flt Protected 0.984 0.950 0.950 0.950 Satd. Flow (prot) 0 1904 0 1805 1600 0 1745 1775 0 1491 1870 0 Flt Permitted 0.984 0.950 0.950 0.950 Satd. Flow (perm) 0 1904 0 1805 1600 0 1745 1775 0 1491 1870 0 Link Speed (mph) 30 55 45 45 Link Distance (ft) 963 1624 946 3769 Travel Time (s) 21.9 20.1 14.3 57.1 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 10% 0% 17% 5% 0% Adj. Flow (vph) 1 1 1 47 1 6 1 376 35 6 553 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 3 0 47 7 0 1 411 0 6 554 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 11 11 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.04 1.00 1.04 0.96 1.00 1.04 0.96 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 37.0% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2: Eldamain Rd & Farm Access/Corneils Rd 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 4 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 1 40 1 5 1 320 30 5 470 1 Future Vol, veh/h 1 1 1 40 1 5 1 320 30 5 470 1 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 145 - - 195 - - 180 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 0 0000001001750 Mvmt Flow 1 1 1 47 1 6 1 376 35 6 553 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 965 979 554 963 962 394 554 0 0 411 0 0 Stage 1 566 566 - 396 396 ------- Stage 2 399 413 - 567 566 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.27 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.353 - - Pot Cap-1 Maneuver 236 252 536 237 258 659 1026 - - 1072 - - Stage 1 513 511 - 633 607 ------- Stage 2 631 597 - 512 511 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 232 250 536 234 256 659 1026 - - 1072 - - Mov Cap-2 Maneuver 232 250 - 234 256 ------- Stage 1 512 508 - 632 606 ------- Stage 2 624 596 - 507 508 ------- Approach EB WB NB SB HCM Control Delay, s 17.4 22.6 0 0.1 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1026 - - 295 234 522 1072 - - HCM Lane V/C Ratio 0.001 - - 0.012 0.201 0.014 0.005 - - HCM Control Delay (s) 8.5 - - 17.4 24.2 12 8.4 - - HCM Lane LOS A - - C C B A - - HCM 95th %tile Q(veh) 0 - - 0 0.7 0 0 - - Lanes, Volumes, Timings 3: Eldamain Rd & Grundy Access 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 15 10 5 335 500 10 Future Volume (vph) 15 10 5 335 500 10 Ideal Flow (vphpl) 1900 1900 1900 2000 2000 1900 Lane Width (ft) 16 12 11 13 13 11 Storage Length (ft) 0 0 155 160 Storage Lanes 1 0 1 1 Taper Length (ft) 25 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.947 0.850 Flt Protected 0.971 0.950 Satd. Flow (prot) 1064 0 953 1968 2006 817 Flt Permitted 0.971 0.950 Satd. Flow (perm) 1064 0 953 1968 2006 817 Link Speed (mph) 30 45 45 Link Distance (ft) 736 9359 946 Travel Time (s) 16.7 141.8 14.3 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 Heavy Vehicles (%) 88% 83% 83% 5% 3% 91% Adj. Flow (vph) 17 11 6 385 575 11 Shared Lane Traffic (%) Lane Group Flow (vph) 28 0 6 385 575 11 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 16 13 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 1.00 1.04 0.90 0.90 1.04 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.0% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 3: Eldamain Rd & Grundy Access 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 6 Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 10 5 335 500 10 Future Vol, veh/h 15 10 5 335 500 10 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 155 - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 88 83 83 5 3 91 Mvmt Flow 17 11 6 385 575 11 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 972 575 586 0 - 0 Stage 1 575 ----- Stage 2 397 ----- Critical Hdwy 7.28 7.03 4.93 - - - Critical Hdwy Stg 1 6.28 ----- Critical Hdwy Stg 2 6.28 ----- Follow-up Hdwy 4.292 4.047 2.947 - - - Pot Cap-1 Maneuver 198 393 689 - - - Stage 1 425 ----- Stage 2 527 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 196 393 689 - - - Mov Cap-2 Maneuver 196 ----- Stage 1 421 ----- Stage 2 527 ----- Approach EB NB SB HCM Control Delay, s 21.6 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 689 - 245 - - HCM Lane V/C Ratio 0.008 - 0.117 - - HCM Control Delay (s) 10.3 - 21.6 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0 - 0.4 - - Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 200 625 70 125 710 105 90 60 85 155 135 310 Future Volume (vph) 200 625 70 125 710 105 90 60 85 155 135 310 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 13 13 12 13 13 14 13 12 11 13 13 12 Storage Length (ft) 285 225 180 300 215 215 330 255 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 220 180 210 130 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1811 3812 1615 1865 3888 1511 1865 1961 1516 1651 2046 1538 Flt Permitted 0.173 0.325 0.663 0.598 Satd. Flow (perm) 330 3812 1615 638 3888 1480 1302 1961 1516 1039 2046 1538 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 76 114 92 228 Link Speed (mph) 45 45 45 45 Link Distance (ft) 1408 1708 1322 9359 Travel Time (s) 21.3 25.9 20.0 141.8 Confl. Peds. (#/hr) 1 1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 0% 0% 1% 14% 0% 2% 3% 13% 1% 5% Adj. Flow (vph) 217 679 76 136 772 114 98 65 92 168 147 337 Shared Lane Traffic (%) Lane Group Flow (vph) 217 679 76 136 772 114 98 65 92 168 147 337 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 13 13 13 13 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.96 0.90 1.00 0.96 0.90 0.92 0.96 0.94 1.04 0.96 0.90 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 20.0 6.0 6.0 20.0 6.0 6.0 8.0 6.0 6.0 8.0 6.0 Minimum Split (s) 12.3 26.3 12.3 12.3 26.3 12.3 12.3 22.5 12.3 12.3 34.3 12.3 Total Split (s) 30.0 75.0 30.0 30.0 75.0 35.0 30.0 30.0 30.0 35.0 35.0 30.0 Total Split (%) 17.6% 44.1% 17.6% 17.6% 44.1% 20.6% 17.6% 17.6% 17.6% 20.6% 20.6% 17.6% Maximum Green (s) 23.7 68.7 23.7 23.7 68.7 28.7 23.7 23.7 23.7 28.7 28.7 23.7 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None None None None None None None Max None None Max None Act Effct Green (s) 59.0 43.8 59.9 48.4 38.3 52.9 34.7 25.0 41.5 44.2 30.0 52.0 Actuated g/C Ratio 0.49 0.37 0.50 0.41 0.32 0.44 0.29 0.21 0.35 0.37 0.25 0.44 v/c Ratio 0.61 0.48 0.09 0.37 0.62 0.16 0.23 0.16 0.16 0.37 0.29 0.42 Control Delay 23.9 30.1 3.4 19.4 36.9 3.2 28.6 45.6 7.5 29.9 41.1 9.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 23.9 30.1 3.4 19.4 36.9 3.2 28.6 45.6 7.5 29.9 41.1 9.9 LOS CCABDACDACDA Approach Delay 26.7 30.8 25.3 22.1 Approach LOS CCCC Queue Length 50th (ft) 87 203 0 52 256 0 47 40 0 86 90 49 Queue Length 95th (ft) 149 292 24 96 373 29 106 101 43 175 184 147 Internal Link Dist (ft) 1328 1628 1242 9279 Turn Bay Length (ft) 285 225 180 300 215 215 330 255 Base Capacity (vph) 466 2234 1035 566 2279 894 607 411 755 551 514 892 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.47 0.30 0.07 0.24 0.34 0.13 0.16 0.16 0.12 0.30 0.29 0.38 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 119.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay: 27.0 Intersection LOS: C Intersection Capacity Utilization 66.0% ICU Level of Service C Analysis Period (min) 15 Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 9 Splits and Phases: 4: Eldamain Rd & US Rte 34 Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 120 140 40 70 80 10 20 260 90 5 125 60 Future Volume (vph) 120 140 40 70 80 10 20 260 90 5 125 60 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 14 12 13 13 12 12 12 12 11 12 12 11 Storage Length (ft) 290 260 145 155 145 155 150 240 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 195 200 165 135 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1906 1923 1574 1342 1961 1468 1703 2000 1084 1805 1942 1501 Flt Permitted 0.697 0.659 0.624 0.462 Satd. Flow (perm) 1399 1923 1574 931 1961 1468 1118 2000 1084 878 1942 1501 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 109 109 Link Speed (mph) 55 55 45 45 Link Distance (ft) 773 1094 1012 673 Travel Time (s) 9.6 13.6 15.3 10.2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 1% 4% 6% 39% 2% 10% 6% 0% 44% 0% 3% 4% Adj. Flow (vph) 132 154 44 77 88 11 22 286 99 5 137 66 Shared Lane Traffic (%) Lane Group Flow (vph) 132 154 44 77 88 11 22 286 99 5 137 66 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.92 0.94 0.96 0.96 0.94 1.00 1.00 0.94 1.04 1.00 0.94 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 25.0 6.0 6.0 25.0 6.0 6.0 15.0 6.0 6.0 15.0 6.0 Minimum Split (s) 12.0 31.0 12.0 12.0 31.0 12.0 12.0 24.0 12.0 12.0 21.0 12.0 Total Split (s) 13.0 34.0 13.0 13.0 34.0 13.0 13.0 30.0 13.0 13.0 30.0 13.0 Total Split (%) 14.4% 37.8% 14.4% 14.4% 37.8% 14.4% 14.4% 33.3% 14.4% 14.4% 33.3% 14.4% Maximum Green (s) 7.0 28.0 7.0 7.0 28.0 7.0 7.0 24.0 7.0 7.0 24.0 7.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None Max None None Max None None None None None None None Act Effct Green (s) 34.3 29.0 41.7 34.1 28.9 41.3 22.8 20.4 33.5 21.1 17.9 31.1 Actuated g/C Ratio 0.45 0.38 0.55 0.45 0.38 0.55 0.30 0.27 0.44 0.28 0.24 0.41 v/c Ratio 0.19 0.21 0.05 0.17 0.12 0.01 0.06 0.53 0.18 0.02 0.30 0.10 Control Delay 12.8 20.7 0.1 13.2 20.3 0.0 17.2 29.4 4.0 16.6 28.3 1.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.8 20.7 0.1 13.2 20.3 0.0 17.2 29.4 4.0 16.6 28.3 1.4 LOS BCABCABCABCA Approach Delay 14.8 15.9 22.6 19.5 Approach LOS B B C B Queue Length 50th (ft) 33 54 0 19 30 0 7 109 0 2 61 0 Queue Length 95th (ft) 76 113 0 50 70 0 22 217 25 8 110 9 Internal Link Dist (ft) 693 1014 932 593 Turn Bay Length (ft) 290 260 145 155 145 155 150 240 Base Capacity (vph) 681 736 929 459 748 868 393 669 545 339 635 684 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.19 0.21 0.05 0.17 0.12 0.01 0.06 0.43 0.18 0.01 0.22 0.10 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 75.7 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.53 Intersection Signal Delay: 18.7 Intersection LOS: B Intersection Capacity Utilization 59.1% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: Eldamain Rd/Ashe Rd & Galena Rd Lanes, Volumes, Timings 2: Eldamain Rd & Farm Access/Corneils Rd 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 1 1 25 1 20 1 350 65 35 200 1 Future Volume (vph) 1 1 1 25 1 20 1 350 65 35 200 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Lane Width (ft) 12 14 12 12 11 12 11 13 12 11 13 12 Storage Length (ft) 0 0 145 0 195 215 180 0 Storage Lanes 0 0 1 0 1 1 1 0 Taper Length (ft) 265 175 205 265 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.955 0.857 0.850 0.999 Flt Protected 0.984 0.950 0.950 0.950 Satd. Flow (prot) 0 1904 0 1805 1574 0 1745 1879 1583 1531 1571 0 Flt Permitted 0.984 0.950 0.950 0.950 Satd. Flow (perm) 0 1904 0 1805 1574 0 1745 1879 1583 1531 1571 0 Link Speed (mph) 30 55 45 45 Link Distance (ft) 963 760 946 3769 Travel Time (s) 21.9 9.4 14.3 57.1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 10% 2% 14% 25% 0% Adj. Flow (vph) 1 1 1 27 1 22 1 385 71 38 220 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 3 0 27 23 0 1 385 71 38 221 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 11 11 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.04 1.00 1.04 0.90 1.00 1.04 0.96 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 34.3% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2: Eldamain Rd & Farm Access/Corneils Rd 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 4 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 1 25 1 20 1 350 65 35 200 1 Future Vol, veh/h 1 1 1 25 1 20 1 350 65 35 200 1 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 145 - - 195 - 215 180 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 0 00000010214250 Mvmt Flow 1 1 1 27 1 22 1 385 71 38 220 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 731 755 221 685 684 385 221 0 0 456 0 0 Stage 1 297 297 - 387 387 ------- Stage 2 434 458 - 298 297 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.24 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.326 - - Pot Cap-1 Maneuver 340 340 824 365 374 667 1360 - - 1044 - - Stage 1 716 671 - 641 613 ------- Stage 2 604 570 - 715 671 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 319 327 824 353 360 667 1360 - - 1044 - - Mov Cap-2 Maneuver 319 327 - 353 360 ------- Stage 1 715 647 - 640 612 ------- Stage 2 583 569 - 687 647 ------- Approach EB WB NB SB HCM Control Delay, s 14 13.7 0 1.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1360 - - 405 353 641 1044 - - HCM Lane V/C Ratio 0.001 - - 0.008 0.078 0.036 0.037 - - HCM Control Delay (s) 7.6 - - 14 16.1 10.8 8.6 - - HCM Lane LOS A - - B C B A - - HCM 95th %tile Q(veh) 0 - - 0 0.3 0.1 0.1 - - Lanes, Volumes, Timings 3: Eldamain Rd & Grundy Access 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 15 5 5 400 210 15 Future Volume (vph) 15 5 5 400 210 15 Ideal Flow (vphpl) 1900 1900 1900 2000 2000 1900 Lane Width (ft) 16 12 11 13 13 11 Storage Length (ft) 0 0 155 160 Storage Lanes 1 0 1 1 Taper Length (ft) 25 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.968 0.850 Flt Protected 0.963 0.950 Satd. Flow (prot) 1024 0 953 1968 1813 863 Flt Permitted 0.963 0.950 Satd. Flow (perm) 1024 0 953 1968 1813 863 Link Speed (mph) 30 45 45 Link Distance (ft) 736 9359 946 Travel Time (s) 16.7 141.8 14.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 100% 83% 83% 5% 14% 81% Adj. Flow (vph) 16 5 5 435 228 16 Shared Lane Traffic (%) Lane Group Flow (vph) 21 0 5 435 228 16 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 16 13 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 1.00 1.04 0.90 0.90 1.04 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 30.0% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 3: Eldamain Rd & Grundy Access 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 6 Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 5 5 400 210 15 Future Vol, veh/h 15 5 5 400 210 15 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 155 - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 100 83 83 5 14 81 Mvmt Flow 16 5 5 435 228 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 673 228 244 0 - 0 Stage 1 228 ----- Stage 2 445 ----- Critical Hdwy 7.4 7.03 4.93 - - - Critical Hdwy Stg 1 6.4 ----- Critical Hdwy Stg 2 6.4 ----- Follow-up Hdwy 4.4 4.047 2.947 - - - Pot Cap-1 Maneuver 301 646 965 - - - Stage 1 625 ----- Stage 2 481 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 299 646 965 - - - Mov Cap-2 Maneuver 299 ----- Stage 1 622 ----- Stage 2 481 ----- Approach EB NB SB HCM Control Delay, s 16.1 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 965 - 345 - - HCM Lane V/C Ratio 0.006 - 0.063 - - HCM Control Delay (s) 8.8 - 16.1 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.2 - - Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 190 565 40 35 290 130 25 90 75 125 40 100 Future Volume (vph) 190 565 40 35 290 130 25 90 75 125 40 100 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 13 13 12 13 13 14 13 12 11 13 13 12 Storage Length (ft) 285 225 180 300 215 215 330 255 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 220 180 210 130 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1811 3812 1568 1696 3636 1346 1865 2000 1473 1516 2067 1495 Flt Permitted 0.422 0.424 0.730 0.558 Satd. Flow (perm) 803 3812 1568 757 3636 1315 1433 2000 1473 891 2067 1495 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 62 137 79 105 Link Speed (mph) 45 45 45 45 Link Distance (ft) 1408 1708 1322 9359 Travel Time (s) 21.3 25.9 20.0 141.8 Confl. Peds. (#/hr) 3 3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 3% 3% 3% 10% 8% 28% 0% 0% 6% 23% 0% 8% Adj. Flow (vph) 200 595 42 37 305 137 26 95 79 132 42 105 Shared Lane Traffic (%) Lane Group Flow (vph) 200 595 42 37 305 137 26 95 79 132 42 105 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 13 13 13 13 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.96 0.90 1.00 0.96 0.90 0.92 0.96 0.94 1.04 0.96 0.90 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 20.0 6.0 6.0 20.0 6.0 6.0 8.0 6.0 6.0 8.0 6.0 Minimum Split (s) 12.3 26.3 12.3 12.3 26.3 12.3 12.3 22.5 12.3 12.3 34.3 12.3 Total Split (s) 30.0 75.0 30.0 30.0 75.0 35.0 30.0 30.0 30.0 35.0 35.0 30.0 Total Split (%) 17.6% 44.1% 17.6% 17.6% 44.1% 20.6% 17.6% 17.6% 17.6% 20.6% 20.6% 17.6% Maximum Green (s) 23.7 68.7 23.7 23.7 68.7 28.7 23.7 23.7 23.7 28.7 28.7 23.7 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None None None None None None None Max None None Max None Act Effct Green (s) 40.8 30.5 43.3 28.2 21.4 32.8 30.6 24.2 37.3 41.1 31.9 51.5 Actuated g/C Ratio 0.43 0.32 0.45 0.29 0.22 0.34 0.32 0.25 0.39 0.43 0.33 0.54 v/c Ratio 0.41 0.49 0.06 0.13 0.38 0.25 0.05 0.19 0.13 0.29 0.06 0.12 Control Delay 20.6 29.1 2.4 18.4 33.8 4.4 17.7 31.5 5.9 19.2 25.2 3.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 20.6 29.1 2.4 18.4 33.8 4.4 17.7 31.5 5.9 19.2 25.2 3.0 LOS CCABCABCABCA Approach Delay 25.7 24.2 19.6 14.0 Approach LOS C C B B Queue Length 50th (ft) 75 156 0 13 81 0 8 44 0 46 17 0 Queue Length 95th (ft) 133 227 12 33 135 35 27 100 32 98 47 26 Internal Link Dist (ft) 1328 1628 1242 9279 Turn Bay Length (ft) 285 225 180 300 215 215 330 255 Base Capacity (vph) 595 2753 1017 557 2626 765 736 505 871 579 690 1007 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.34 0.22 0.04 0.07 0.12 0.18 0.04 0.19 0.09 0.23 0.06 0.10 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 95.6 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 22.8 Intersection LOS: C Intersection Capacity Utilization 56.5% ICU Level of Service B Analysis Period (min) 15 Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 9 Splits and Phases: 4: Eldamain Rd & US Rte 34 Lanes, Volumes, Timings 5: Corneils Rd & Site Access 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 10 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 70 30 25 10 1 20 Future Volume (vph) 70 30 25 10 1 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 265 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 265 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.962 0.869 Flt Protected 0.966 0.998 Satd. Flow (prot) 0 1730 1828 0 1648 0 Flt Permitted 0.966 0.998 Satd. Flow (perm) 0 1730 1828 0 1648 0 Link Speed (mph) 55 55 30 Link Distance (ft) 760 911 450 Travel Time (s) 9.4 11.3 10.2 Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 Heavy Vehicles (%) 7% 4% 0% 0% 0% 0% Adj. Flow (vph) 101 43 36 14 1 29 Shared Lane Traffic (%) Lane Group Flow (vph) 0 144 50 0 30 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 22.1% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 5: Corneils Rd & Site Access 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 11 Intersection Int Delay, s/veh 4.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 70 30 25 10 1 20 Future Vol, veh/h 70 30 25 10 1 20 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 69 69 69 69 69 69 Heavy Vehicles, % 7 40000 Mvmt Flow 101 43 36 14 1 29 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 50 0 - 0 288 43 Stage 1 - - - - 43 - Stage 2 - - - - 245 - Critical Hdwy 4.17 - - - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.263 - - - 3.5 3.3 Pot Cap-1 Maneuver 1525 - - - 707 1033 Stage 1 - - - - 985 - Stage 2 - - - - 800 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1525 - - - 659 1033 Mov Cap-2 Maneuver - - - - 659 - Stage 1 - - - - 918 - Stage 2 - - - - 800 - Approach EB WB SB HCM Control Delay, s 5.3 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1525 - - - 1006 HCM Lane V/C Ratio 0.067 - - - 0.03 HCM Control Delay (s) 7.5 0 - - 8.7 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0.2 - - - 0.1 Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 60 110 35 125 190 10 45 195 105 5 340 130 Future Volume (vph) 60 110 35 125 190 10 45 195 105 5 340 130 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 14 12 13 13 12 12 12 12 11 12 12 11 Storage Length (ft) 290 260 145 155 145 155 150 240 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 195 200 165 135 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1888 1980 1574 1516 1923 1615 1752 1961 1210 1805 1961 1561 Flt Permitted 0.591 0.675 0.258 0.624 Satd. Flow (perm) 1174 1980 1574 1077 1923 1615 476 1961 1210 1186 1961 1561 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 115 143 Link Speed (mph) 55 55 45 45 Link Distance (ft) 773 1094 1012 673 Travel Time (s) 9.6 13.6 15.3 10.2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 2% 1% 6% 23% 4% 0% 3% 2% 29% 0% 2% 0% Adj. Flow (vph) 66 121 38 137 209 11 49 214 115 5 374 143 Shared Lane Traffic (%) Lane Group Flow (vph) 66 121 38 137 209 11 49 214 115 5 374 143 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.92 0.94 0.96 0.96 0.94 1.00 1.00 0.94 1.04 1.00 0.94 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 25.0 6.0 6.0 25.0 6.0 6.0 15.0 6.0 6.0 15.0 6.0 Minimum Split (s) 12.0 31.0 12.0 12.0 31.0 12.0 12.0 24.0 12.0 12.0 21.0 12.0 Total Split (s) 13.0 34.0 13.0 13.0 34.0 13.0 13.0 30.0 13.0 13.0 30.0 13.0 Total Split (%) 14.4% 37.8% 14.4% 14.4% 37.8% 14.4% 14.4% 33.3% 14.4% 14.4% 33.3% 14.4% Maximum Green (s) 7.0 28.0 7.0 7.0 28.0 7.0 7.0 24.0 7.0 7.0 24.0 7.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None Max None None Max None None None None None None None Act Effct Green (s) 35.1 28.4 41.1 35.5 28.6 40.7 29.1 26.5 39.5 25.8 21.3 34.1 Actuated g/C Ratio 0.42 0.34 0.49 0.42 0.34 0.48 0.34 0.31 0.47 0.31 0.25 0.40 v/c Ratio 0.12 0.18 0.05 0.28 0.32 0.01 0.19 0.35 0.18 0.01 0.76 0.20 Control Delay 14.5 23.1 0.1 16.4 24.6 0.0 18.1 25.2 4.2 16.0 40.9 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 14.5 23.1 0.1 16.4 24.6 0.0 18.1 25.2 4.2 16.0 40.9 3.9 LOS BCABCABCABDA Approach Delay 16.7 20.7 17.9 30.5 Approach LOS B C B C Queue Length 50th (ft) 20 50 0 45 91 0 16 78 0 2 193 0 Queue Length 95th (ft) 44 92 0 82 151 0 38 162 31 8 293 34 Internal Link Dist (ft) 693 1014 932 593 Turn Bay Length (ft) 290 260 145 155 145 155 150 240 Base Capacity (vph) 552 664 828 490 649 852 270 666 628 425 563 720 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.12 0.18 0.05 0.28 0.32 0.01 0.18 0.32 0.18 0.01 0.66 0.20 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 84.5 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 22.8 Intersection LOS: C Intersection Capacity Utilization 69.8% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: Eldamain Rd/Ashe Rd & Galena Rd Lanes, Volumes, Timings 2: Eldamain Rd & Farm Access/Corneils Rd 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 1 1 65 1 25 1 320 70 30 470 1 Future Volume (vph) 1 1 1 65 1 25 1 320 70 30 470 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Lane Width (ft) 12 14 12 12 11 12 11 13 12 11 13 12 Storage Length (ft) 0 0 145 0 195 215 180 0 Storage Lanes 0 0 1 0 1 1 1 0 Taper Length (ft) 265 175 205 265 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.955 0.855 0.850 Flt Protected 0.984 0.950 0.950 0.950 Satd. Flow (prot) 0 1904 0 1805 1316 0 1745 1879 1615 1694 1870 0 Flt Permitted 0.984 0.950 0.950 0.950 Satd. Flow (perm) 0 1904 0 1805 1316 0 1745 1879 1615 1694 1870 0 Link Speed (mph) 30 55 45 45 Link Distance (ft) 963 760 946 3769 Travel Time (s) 21.9 9.4 14.3 57.1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 0% 0% 0% 0% 0% 20% 0% 10% 0% 3% 5% 0% Adj. Flow (vph) 1 1 1 71 1 27 1 352 77 33 516 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 3 0 71 28 0 1 352 77 33 517 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 11 11 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.04 1.00 1.04 0.90 1.00 1.04 0.96 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 40.6% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2: Eldamain Rd & Farm Access/Corneils Rd 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 4 Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 1 65 1 25 1 320 70 30 470 1 Future Vol, veh/h 1 1 1 65 1 25 1 320 70 30 470 1 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 145 - - 195 - 215 180 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 0 0000200100350 Mvmt Flow 1 1 1 71 1 27 1 352 77 33 516 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 990 1014 517 938 937 352 517 0 0 429 0 0 Stage 1 583 583 - 354 354 ------- Stage 2 407 431 - 584 583 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.4 4.1 - - 4.13 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.48 2.2 - - 2.227 - - Pot Cap-1 Maneuver 227 240 562 247 267 653 1059 - - 1125 - - Stage 1 502 502 - 667 634 ------- Stage 2 625 586 - 501 502 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 212 233 562 240 259 653 1059 - - 1125 - - Mov Cap-2 Maneuver 212 233 - 240 259 ------- Stage 1 501 487 - 666 633 ------- Stage 2 597 585 - 484 487 ------- Approach EB WB NB SB HCM Control Delay, s 18.1 21.9 0 0.5 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1059 - - 278 240 617 1125 - - HCM Lane V/C Ratio 0.001 - - 0.012 0.298 0.046 0.029 - - HCM Control Delay (s) 8.4 - - 18.1 26.2 11.1 8.3 - - HCM Lane LOS A - - C D B A - - HCM 95th %tile Q(veh) 0 - - 0 1.2 0.1 0.1 - - Lanes, Volumes, Timings 3: Eldamain Rd & Grundy Access 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 15 10 5 375 525 10 Future Volume (vph) 15 10 5 375 525 10 Ideal Flow (vphpl) 1900 1900 1900 2000 2000 1900 Lane Width (ft) 16 12 11 13 13 11 Storage Length (ft) 0 0 155 160 Storage Lanes 1 0 1 1 Taper Length (ft) 25 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.945 0.850 Flt Protected 0.971 0.950 Satd. Flow (prot) 1063 0 953 1987 2006 817 Flt Permitted 0.971 0.950 Satd. Flow (perm) 1063 0 953 1987 2006 817 Link Speed (mph) 30 45 45 Link Distance (ft) 736 9359 946 Travel Time (s) 16.7 141.8 14.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 88% 83% 83% 4% 3% 91% Adj. Flow (vph) 16 11 5 408 571 11 Shared Lane Traffic (%) Lane Group Flow (vph) 27 0 5 408 571 11 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 16 13 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 1.00 1.04 0.90 0.90 1.04 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 36.3% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 3: Eldamain Rd & Grundy Access 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 6 Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 10 5 375 525 10 Future Vol, veh/h 15 10 5 375 525 10 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 155 - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 88 83 83 4 3 91 Mvmt Flow 16 11 5 408 571 11 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 989 571 582 0 - 0 Stage 1 571 ----- Stage 2 418 ----- Critical Hdwy 7.28 7.03 4.93 - - - Critical Hdwy Stg 1 6.28 ----- Critical Hdwy Stg 2 6.28 ----- Follow-up Hdwy 4.292 4.047 2.947 - - - Pot Cap-1 Maneuver 193 395 692 - - - Stage 1 427 ----- Stage 2 514 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 192 395 692 - - - Mov Cap-2 Maneuver 192 ----- Stage 1 424 ----- Stage 2 514 ----- Approach EB NB SB HCM Control Delay, s 21.7 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 692 - 242 - - HCM Lane V/C Ratio 0.008 - 0.112 - - HCM Control Delay (s) 10.2 - 21.7 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0 - 0.4 - - Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 210 625 70 125 710 135 90 60 85 175 135 315 Future Volume (vph) 210 625 70 125 710 135 90 60 85 175 135 315 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 13 13 12 13 13 14 13 12 11 13 13 12 Storage Length (ft) 285 225 180 300 215 215 330 255 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 220 180 210 130 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1811 3812 1615 1865 3888 1552 1865 1961 1516 1665 2046 1538 Flt Permitted 0.176 0.339 0.666 0.578 Satd. Flow (perm) 335 3812 1615 666 3888 1517 1308 1961 1516 1013 2046 1538 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 74 142 89 236 Link Speed (mph) 45 45 45 45 Link Distance (ft) 1408 1708 1322 9359 Travel Time (s) 21.3 25.9 20.0 141.8 Confl. Peds. (#/hr) 3 3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 3% 3% 0% 0% 1% 11% 0% 2% 3% 12% 1% 5% Adj. Flow (vph) 221 658 74 132 747 142 95 63 89 184 142 332 Shared Lane Traffic (%) Lane Group Flow (vph) 221 658 74 132 747 142 95 63 89 184 142 332 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 13 13 13 13 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.96 0.90 1.00 0.96 0.90 0.92 0.96 0.94 1.04 0.96 0.90 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 20.0 6.0 6.0 20.0 6.0 6.0 8.0 6.0 6.0 8.0 6.0 Minimum Split (s) 12.3 26.3 12.3 12.3 26.3 12.3 12.3 22.5 12.3 12.3 34.3 12.3 Total Split (s) 30.0 75.0 30.0 30.0 75.0 35.0 30.0 30.0 30.0 35.0 35.0 30.0 Total Split (%) 17.6% 44.1% 17.6% 17.6% 44.1% 20.6% 17.6% 17.6% 17.6% 20.6% 20.6% 17.6% Maximum Green (s) 23.7 68.7 23.7 23.7 68.7 28.7 23.7 23.7 23.7 28.7 28.7 23.7 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None None None None None None None Max None None Max None Act Effct Green (s) 58.0 42.7 58.7 46.8 36.8 52.2 34.2 24.7 41.1 45.2 30.6 52.9 Actuated g/C Ratio 0.49 0.36 0.50 0.39 0.31 0.44 0.29 0.21 0.35 0.38 0.26 0.45 v/c Ratio 0.61 0.48 0.09 0.36 0.62 0.19 0.23 0.15 0.15 0.39 0.27 0.41 Control Delay 24.5 30.5 3.6 19.7 37.6 3.0 28.0 45.6 7.5 29.6 39.9 8.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.5 30.5 3.6 19.7 37.6 3.0 28.0 45.6 7.5 29.6 39.9 8.7 LOS CCABDACDACDA Approach Delay 27.0 30.5 25.1 21.3 Approach LOS CCCC Queue Length 50th (ft) 90 196 0 51 248 0 45 39 0 93 85 41 Queue Length 95th (ft) 156 286 24 95 366 32 103 98 42 188 177 133 Internal Link Dist (ft) 1328 1628 1242 9279 Turn Bay Length (ft) 285 225 180 300 215 215 330 255 Base Capacity (vph) 468 2251 1027 571 2296 917 614 409 755 558 528 908 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.47 0.29 0.07 0.23 0.33 0.15 0.15 0.15 0.12 0.33 0.27 0.37 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 118.5 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay: 26.8 Intersection LOS: C Intersection Capacity Utilization 67.6% ICU Level of Service C Analysis Period (min) 15 Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 9 Splits and Phases: 4: Eldamain Rd & US Rte 34 Lanes, Volumes, Timings 5: Corneils Rd & Site Access 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 10 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 65 35 45 10 5 45 Future Volume (vph) 65 35 45 10 5 45 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 265 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 265 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.976 0.878 Flt Protected 0.969 0.995 Satd. Flow (prot) 0 1822 1854 0 1510 0 Flt Permitted 0.969 0.995 Satd. Flow (perm) 0 1822 1854 0 1510 0 Link Speed (mph) 55 55 30 Link Distance (ft) 760 911 450 Travel Time (s) 9.4 11.3 10.2 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 Heavy Vehicles (%) 0% 3% 0% 0% 0% 11% Adj. Flow (vph) 79 43 55 12 6 55 Shared Lane Traffic (%) Lane Group Flow (vph) 0 122 67 0 61 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 22.1% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 5: Corneils Rd & Site Access 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 11 Intersection Int Delay, s/veh 4.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 65 35 45 10 5 45 Future Vol, veh/h 65 35 45 10 5 45 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 0 300011 Mvmt Flow 79 43 55 12 6 55 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 67 0 - 0 262 61 Stage 1 - - - - 61 - Stage 2 - - - - 201 - Critical Hdwy 4.1 - - - 6.4 6.31 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.2 - - - 3.5 3.399 Pot Cap-1 Maneuver 1547 - - - 731 979 Stage 1 - - - - 967 - Stage 2 - - - - 838 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1547 - - - 693 979 Mov Cap-2 Maneuver - - - - 693 - Stage 1 - - - - 917 - Stage 2 - - - - 838 - Approach EB WB SB HCM Control Delay, s 4.8 0 9.1 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1547 - - - 940 HCM Lane V/C Ratio 0.051 - - - 0.065 HCM Control Delay (s) 7.5 0 - - 9.1 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0.2 - - - 0.2 samschwartz.com Raw Traffic Data Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldamain Rd.@Galena Rd.Site Code:Start Date: 07/27/2021Page No: 1Turning Movement DataStart TimeEldamain Rd.Galena Rd.Eldamain Rd.Galena Rd.SouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total6:00 AM91300022071500222138100602342400601646:15 AM618100250141300271854300758311700561836:30 AM7191002741617003723634009015392500792336:45 AM102900039124180043194370069836270071222Hourly Total327920011356163001298119815002943314093002668027:00 AM91300022118800271450300675262700581747:15 AM810200203131700331850300715271700491737:30 AM1221300361152100372550300787323000692207:45 AM2019100403171300331265600831525180058214Hourly Total496360011886359001306921515002993211092002347818:00 AM1012100234131400311742300623262200511678:15 AM5240002921814003425504007911302000612038:30 AM6213003039700191344400613181700381488:45 AM91430026318110032123410047718150040145Hourly Total307170010812584600116671701200249249274001906639:00 AM0000000000000000000000000*** BREAK ***-------------------------Hourly Total00000000000000000000000003:00 PM303600066139200060233460063822800382273:15 PM1650100671332400582934100073923900412393:30 PM19661008613938007824421300799201000392823:45 PM3962000101744200071193990067727150049288Hourly Total10421420032010155102002679514938002823392420016710364:00 PM34744001121381200511328600477191500412514:15 PM33551008933717005716226004414271000512414:30 PM277140010233523006118265004911232100552674:45 PM4367300113537170059112650042636180060274Hourly Total137267120041612147690022858102220018238105640020710335:00 PM25686009924317016216247104810261500512605:15 PM3169600106141160058824700397172200462495:30 PM256240091337180058142260042819800352265:45 PM185130072236250063171940040820160044219Hourly Total9925019003688157760124155892410169338261001769546:00 PM0000000000000000000000000Grand Total45194448001443556414150111114259231261014751936214260012405269 Approach %31.365.43.30.0--5.057.737.40.0--28.862.68.50.1--15.650.134.40.0---Total %8.617.90.90.0-27.41.012.27.90.0-21.18.117.52.40.0-28.03.711.88.10.0-23.5-Lights446933480-1427536153020-9702989151211-13351786014230-12024934% Lights98.998.8100.0--98.996.495.972.8--87.370.199.196.0100.0-90.592.296.899.3--96.993.6Mediums31000-13220360-5854630-6331530-21155% Mediums0.71.10.0--0.93.63.18.7--5.212.70.72.40.0-4.31.62.40.7--1.72.9Articulated Trucks2100-306770-8373220-7712500-17180% ArticulatedTrucks0.40.10.0--0.20.00.918.6--7.517.20.21.60.0-5.26.20.80.0--1.43.4Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------0.0--------------Pedestrians----0-----1-----0-----0--% Pedestrians----------100.0-------------- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldamain Rd.@Galena Rd.Site Code:Start Date: 07/27/2021Page No: 307/27/2021 6:00 AMEnding At07/27/2021 6:15 PMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldamain Rd. [N]OutInTotal13911427281811132423500000014041443284744693348003100002100000000000004519444800RTLUP1094 0 0 78 69 947 Out 1111 0 0 83 58 970 In 2205 0 0 161 127 1917 Total Galena Rd. [E] R 55 0 0 0 2 53 T 641 0 0 6 20 615 L 415 0 0 77 36 302 U 0 0 0 0 0 0 P 1 1 0 0 0 0 14141335274949631129077167000000155314753028OutInTotalEldamain Rd. [S]ULTRP11219152980036540022730000000000011269234250Galena Rd. [W]Total23844727002458In12022117001240Out11822610001218000000U4233000426L60115500621T17831200193R000000PTurning Movement Data Plot Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldamain Rd.@Galena Rd.Site Code:Start Date: 07/27/2021Page No: 4Turning Movement Peak Hour Data (6:15 AM)Start TimeEldamain Rd.Galena Rd.Eldamain Rd.Galena Rd.SouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total6:15 AM618100250141300271854300758311700561836:30 AM7191002741617003723634009015392500792336:45 AM1029000391241800431943700698362700712227:00 AM9130002211880027145030067526270058174Total32792001136725600134742101700301361329600264812Approach %28.369.91.80.0--4.553.741.80.0--24.669.85.60.0--13.650.036.40.0---Total %3.99.70.20.0-13.90.78.96.90.0-16.59.125.92.10.0-37.14.416.311.80.0-32.5-PHF0.8000.6810.5000.000-0.7240.3750.7500.7780.000-0.7790.8040.8330.6070.000-0.8360.6000.8460.8890.000-0.8350.871Lights327820-112666340-10651209160-27630126960-252746% Lights100.098.7100.0--99.1100.091.760.7--79.168.999.594.1--91.783.395.5100.0--95.591.9Mediums0000-00330-66000-61400-517% Mediums0.00.00.0--0.00.04.25.4--4.58.10.00.0--2.02.83.00.0--1.92.1Articulated Trucks0100-103190-2217110-195200-749% ArticulatedTrucks0.01.30.0--0.90.04.233.9--16.423.00.55.9--6.313.91.50.0--2.76.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians------------------------- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldamain Rd.@Galena Rd.Site Code:Start Date: 07/27/2021Page No: 5Peak Hour Data07/27/2021 6:15 AMEnding At07/27/2021 7:15 AMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldamain Rd. [N]OutInTotal3111124230001120000003121134253278200000000100000000000003279200RTLUP208 0 0 19 10 179 Out 134 0 0 22 6 106 In 342 0 0 41 16 285 Total Galena Rd. [E] R 6 0 0 0 0 6 T 72 0 0 3 3 66 L 56 0 0 19 3 34 U 0 0 0 0 0 0 P 0 0 0 0 0 0 1422764184610251944000000171301472OutInTotalEldamain Rd. [S]ULTRP016209510000600111700000000000017210740Galena Rd. [W]Total36681100385In2525700264Out1143400121000000U96000096L1264200132T30150036R000000PTurning Movement Peak Hour Data Plot (6:15 AM) Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldamain Rd.@Galena Rd.Site Code:Start Date: 07/27/2021Page No: 6Turning Movement Peak Hour Data (3:30 PM)Start TimeEldamain Rd.Galena Rd.Eldamain Rd.Galena Rd.SouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total3:30 PM19661008613938007824421300799201000392823:45 PM39620001017442000711939900677271500492884:00 PM34744001121381200511328600477191500412514:15 PM3355100893371700571622600441427100051241Total125257600388121588700257721313400237379350001801062Approach %32.266.21.50.0--4.761.533.90.0--30.455.314.30.0--20.651.727.80.0---Total %11.824.20.60.0-36.51.114.98.20.0-24.26.812.33.20.0-22.33.58.84.70.0-16.9-PHF0.8010.8680.3750.000-0.8660.4290.8980.5720.000-0.8240.7500.7800.6540.000-0.7500.6610.8610.8330.000-0.8820.922Lights12525460-38511155700-23657129330-2193492490-1751015% Lights100.098.8100.0--99.291.798.180.5--91.879.298.597.1--92.491.998.998.0--97.295.6Mediums0300-31260-910100-111110-326% Mediums0.01.20.0--0.88.31.36.9--3.513.90.80.0--4.62.71.12.0--1.72.4Articulated Trucks0000-001110-125110-72000-221% ArticulatedTrucks0.00.00.0--0.00.00.612.6--4.76.90.82.9--3.05.40.00.0--1.12.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians------------------------- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldamain Rd.@Galena Rd.Site Code:Start Date: 07/27/2021Page No: 7Peak Hour Data07/27/2021 3:30 PMEnding At07/27/2021 4:30 PMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldamain Rd. [N]OutInTotal18938557433610100000019338858112525460003000000000000000000125257600RTLUP171 0 0 5 11 155 Out 257 0 0 12 9 236 In 428 0 0 17 20 391 Total Galena Rd. [E] R 12 0 0 0 1 11 T 158 0 0 1 2 155 L 87 0 0 11 6 70 U 0 0 0 0 0 0 P 0 0 0 0 0 0 35821957710112113720000000381237618OutInTotalEldamain Rd. [S]ULTRP033129570001100011500000000000034131720Galena Rd. [W]Total4885400497In1753200180Out3132200317000000U49100050L92100093T34120037R000000PTurning Movement Peak Hour Data Plot (3:30 PM) Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@Corneils Rd.Site Code:Start Date: 07/21/2021Page No: 1Turning Movement DataStart TimeEldemain Rd.Corneils Rd.Eldemain Rd.Private AccessSouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total3:00 PM07420076003003347000500000001293:15 PM010220010420100012671000770000001933:30 PM01031001041012001371000001070000002243:45 PM011720011930400735800061000000187Hourly Total039670040360290035192760002950000007334:00 PM08610087107008754000610000001564:15 PM08870095107008348000510000001544:30 PM0127600133405009340000430000001854:45 PM09820010000700714500046000000153Hourly Total0399160041560260032141870002010000006485:00 PM07540079204006146000470000001325:15 PM0112200114008008251000530000001755:30 PM08430087204006339000420000001355:45 PM0755008010600724600048000000135Hourly Total034614003605022002781820001900000005776:00 PM0000000000001000010000001*** BREAK ***-------------------------Hourly Total00000000000010000100000016:00 AM025100260000001163000740000001006:15 AM04410045203005666000720000001226:30 AM06100061202004582000870000001526:45 AM0532005520600867900085000000148Hourly Total018340018760110017282900003180000005227:00 AM01920021102003282000840000001087:15 AM03210033202024381000840000001217:30 AM04040044204006666000720000001227:45 AM0302003220300538000083000000120Hourly Total012190013070110218143090003230000004718:00 AM03500035301004459000630000001028:15 AM03600036103004656000620000001028:30 AM03610037105006354000570000001008:45 AM036000360040043510005400000094Hourly Total014310014450130018162200002360000003989:00 AM0000000000000000000000000Grand Total015885100163935011202147100146400015640000003350 Approach %0.096.93.10.0--23.80.076.20.0--6.493.60.00.0--0.00.00.00.0---Total %0.047.41.50.0-48.91.00.03.30.0-4.43.043.70.00.0-46.70.00.00.00.0-0.0-Lights01442500-14923401090-14397131900-14160000-03051% Lights-90.898.0--91.097.1-97.3--97.397.090.1---90.5------91.1Mediums06000-601030-435600-590000-0123% Mediums-3.80.0--3.72.9-2.7--2.73.03.8---3.8------3.7Articulated Trucks08610-870000-008900-890000-0176% ArticulatedTrucks-5.42.0--5.30.0-0.0--0.00.06.1---5.7------5.3Bicycles onCrosswalk----0-----2-----0-----0--% Bicycles onCrosswalk----------100.0--------------Pedestrians----0-----0-----0-----0--% Pedestrians----------0.0-------------- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@Corneils Rd.Site Code:Start Date: 07/21/2021Page No: 307/21/2021 3:00 PMEnding At07/22/2021 9:15 AMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldemain Rd. [N]OutInTotal135314922845576011789871760000001499163931380144250000600000861000000000000015885100RTLUP151 0 0 1 3 147 Out 147 0 0 0 4 143 In 298 0 0 1 7 290 Total Corneils Rd. [E] R 35 0 0 0 1 34 T 0 0 0 0 0 0 L 112 0 0 0 3 109 U 0 0 0 0 0 0 P 2 0 2 0 0 0 15511416296763591228689175000000170015643264OutInTotalEldemain Rd. [S]ULTRP00131997000563000890000000000000014641000Private Access [W]Total000000In000000Out000000000000U000000L000000T000000R000000PTurning Movement Data Plot Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@Corneils Rd.Site Code:Start Date: 07/21/2021Page No: 4Turning Movement Peak Hour Data (3:15 PM)Start TimeEldemain Rd.Corneils Rd.Eldemain Rd.Private AccessSouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total3:15 PM010220010420100012671000770000001933:30 PM01031001041012001371000001070000002243:45 PM0117200119304007358000610000001874:00 PM0861008710700875400061000000156Total04086004147033004023283000306000000760Approach %0.098.61.40.0--17.50.082.50.0--7.592.50.00.0--0.00.00.00.0---Total %0.053.70.80.0-54.50.90.04.30.0-5.33.037.20.00.0-40.30.00.00.00.0-0.0-PHF0.0000.8720.7500.000-0.8700.5830.0000.6880.000-0.7690.8210.7080.0000.000-0.7150.0000.0000.0000.000-0.0000.848Lights038650-39170330-402325400-2770000-0708% Lights-94.683.3--94.4100.0-100.0--100.0100.089.8---90.5------93.2Mediums01100-110000-001900-190000-030% Mediums-2.70.0--2.70.0-0.0--0.00.06.7---6.2------3.9Articulated Trucks01110-120000-001000-100000-022% ArticulatedTrucks-2.716.7--2.90.0-0.0--0.00.03.5---3.3------2.9Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians------------------------- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@Corneils Rd.Site Code:Start Date: 07/21/2021Page No: 5Peak Hour Data07/21/2021 3:15 PMEnding At07/21/2021 4:15 PMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldemain Rd. [N]OutInTotal261391652191130101222000000290414704038650001100001110000000000000408600RTLUP29 0 0 1 0 28 Out 40 0 0 0 0 40 In 69 0 0 1 0 68 Total Corneils Rd. [E] R 7 0 0 0 0 7 T 0 0 0 0 0 0 L 33 0 0 0 0 33 U 0 0 0 0 0 0 P 0 0 0 0 0 0 419277696111930111021000000441306747OutInTotalEldemain Rd. [S]ULTRP00254230001900001000000000000000283230Private Access [W]Total000000In000000Out000000000000U000000L000000T000000R000000PTurning Movement Peak Hour Data Plot (3:15 PM) Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@Corneils Rd.Site Code:Start Date: 07/21/2021Page No: 6Turning Movement Peak Hour Data (6:15 AM)Start TimeEldemain Rd.Corneils Rd.Eldemain Rd.Private AccessSouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total6:15 AM04410045203005666000720000001226:30 AM06100061202004582000870000001526:45 AM05320055206008679000850000001487:00 AM0192002110200328200084000000108Total01775001827013002019309000328000000530Approach %0.097.32.70.0--35.00.065.00.0--5.894.20.00.0--0.00.00.00.0---Total %0.033.40.90.0-34.31.30.02.50.0-3.83.658.30.00.0-61.90.00.00.00.0-0.0-PHF0.0000.7250.6250.000-0.7460.8750.0000.5420.000-0.6250.7920.9420.0000.000-0.9430.0000.0000.0000.000-0.0000.872Lights014850-15360130-191927600-2950000-0467% Lights-83.6100.0--84.185.7-100.0--95.0100.089.3---89.9------88.1Mediums0900-91000-10800-80000-018% Mediums-5.10.0--4.914.3-0.0--5.00.02.6---2.4------3.4Articulated Trucks02000-200000-002500-250000-045% ArticulatedTrucks-11.30.0--11.00.0-0.0--0.00.08.1---7.6------8.5Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians------------------------- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@Corneils Rd.Site Code:Start Date: 07/21/2021Page No: 7Peak Hour Data07/22/2021 6:15 AMEnding At07/22/2021 7:15 AMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldemain Rd. [N]OutInTotal282153435991825204500000031618249801485000900002000000000000000177500RTLUP24 0 0 0 0 24 Out 20 0 0 0 1 19 In 44 0 0 0 1 43 Total Corneils Rd. [E] R 7 0 0 0 1 6 T 0 0 0 0 0 0 L 13 0 0 0 0 13 U 0 0 0 0 0 0 P 0 0 0 0 0 0 1612954569817202545000000190328518OutInTotalEldemain Rd. [S]ULTRP0027619000800002500000000000000309190Private Access [W]Total000000In000000Out000000000000U000000L000000T000000R000000PTurning Movement Peak Hour Data Plot (6:15 AM) File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 1 Groups Printed- CARS - SINGLE UNIT - ARTICULATED GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 06:00 AM 1 0 0 0 1 0 0 0 0 0 1 74 0 0 75 0 22 1 0 23 99 06:15 AM 2 0 1 0 3 0 0 0 0 0 2 63 0 0 65 0 50 2 0 52 120 06:30 AM 4 0 1 0 5 0 0 0 0 0 2 79 0 0 81 0 53 4 0 57 143 06:45 AM 4 0 0 0 4 0 0 0 0 0 1 76 0 0 77 0 52 5 0 57 138 Total 11 0 2 0 13 0 0 0 0 0 6 292 0 0 298 0 177 12 0 189 500 07:00 AM 5 0 0 0 5 0 0 0 0 0 1 72 0 0 73 0 16 4 0 20 98 07:15 AM 3 0 1 0 4 0 0 0 2 2 3 74 0 0 77 0 33 3 0 36 119 07:30 AM 6 0 1 0 7 0 0 0 0 0 1 61 0 0 62 0 33 6 0 39 108 07:45 AM 4 0 2 0 6 0 0 0 0 0 2 77 0 0 79 0 30 3 0 33 118 Total 18 0 4 0 22 0 0 0 2 2 7 284 0 0 291 0 112 16 0 128 443 08:00 AM 3 0 1 0 4 0 0 0 0 0 2 61 0 0 63 0 32 4 0 36 103 08:15 AM 2 0 2 0 4 0 0 0 0 0 1 61 0 0 62 0 38 3 0 41 107 08:30 AM 3 0 3 0 6 0 0 0 0 0 2 52 0 0 54 0 34 4 0 38 98 08:45 AM 4 0 2 0 6 0 0 0 0 0 2 47 0 0 49 0 39 2 0 41 96 Total 12 0 8 0 20 0 0 0 0 0 7 221 0 0 228 0 143 13 0 156 404 Grand Total 41 0 14 0 55 0 0 0 2 2 20 797 0 0 817 0 432 41 0 473 1347 Apprch %74.5 0 25.5 0 0 0 0 100 2.4 97.6 0 0 0 91.3 8.7 0 Total %3 0 1 0 4.1 0 0 0 0.1 0.1 1.5 59.2 0 0 60.7 0 32.1 3 0 35.1 CARS 2 0 2 0 4 0 0 0 0 0 9 746 0 0 755 0 373 10 0 383 1142 % CARS 4.9 0 14.3 0 7.3 0 0 0 0 0 45 93.6 0 0 92.4 0 86.3 24.4 0 81 84.8 SINGLE UNIT % SINGLE UNIT 41.5 0 78.6 0 50.9 0 0 0 0 0 30 1.1 0 0 1.8 0 2.3 31.7 0 4.9 4.9 ARTICULATED % ARTICULATED 53.7 0 7.1 0 41.8 0 0 0 100 100 25 5.3 0 0 5.8 0 11.3 43.9 0 14.2 10.3 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 2 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 10 13 18 41 Thru 373 10 49 432 Left 0 0 0 0 Peds 0 0 0 0 InOut Total 748 383 1131 26 23 49 64 67 131 838 1311 473 Right0 0 0 0 Thru0 0 0 0 Left0 0 0 0 Peds0 0 2 2 OutTotalIn0 0 0 0 0 0 0 2 2 0 2 2 Left 9 6 5 20 Thru 746 9 42 797 Right 0 0 0 0 Peds 0 0 0 0 Out TotalIn 375 755 1130 21 15 36 50 47 97 446 1263 817 Left2 17 22 41 Thru0 0 0 0 Right2 11 1 14 Peds0 0 0 0 TotalOutIn19 4 23 19 28 47 23 23 46 61 116 55 7/22/2021 06:00 AM 7/22/2021 08:45 AM CARS SINGLE UNIT ARTICULATED North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 3 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 4 GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 1 0 0 0 1 0 0 0 0 0 1 74 0 0 75 0 22 1 0 23 99 06:15 AM 2 0 1 0 3 0 0 0 0 0 2 63 0 0 65 0 50 2 0 52 120 06:30 AM 4 0 1 0 5 0 0 0 0 0 2 79 0 0 81 0 53 4 0 57 143 06:45 AM 4 0 0 0 4 0 0 0 0 0 1 76 0 0 77 0 52 5 0 57 138 Total Volume 11 0 2 0 13 0 0 0 0 0 6 292 0 0 298 0 177 12 0 189 500 % App. Total 84.6 0 15.4 0 0 0 0 0 2 98 0 0 0 93.7 6.3 0 PHF .688 .000 .500 .000 .650 .000 .000 .000 .000 .000 .750 .924 .000 .000 .920 .000 .835 .600 .000 .829 .874 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 12 Thru 177 Left 0 Peds 0 InOut Total 303 189 492 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 6 Thru 292 Right 0 Peds 0 Out TotalIn 179 298 477 Left11 Thru0 Right2 Peds0 TotalOutIn18 13 31 Peak Hour Begins at 06:00 AM CARS SINGLE UNIT ARTICULATED Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 5 Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 06:30 AM 06:30 AM 06:00 AM +0 mins.5 0 0 0 5 0 0 0 0 0 2 79 0 0 81 0 22 1 0 23 +15 mins.3 0 1 0 4 0 0 0 0 0 1 76 0 0 77 0 50 2 0 52 +30 mins.6 0 1 0 7 0 0 0 0 0 1 72 0 0 73 0 53 4 0 57 +45 mins.4 0 2 0 6 0 0 0 2 2 3 74 0 0 77 0 52 5 0 57 Total Volume 18 0 4 0 22 0 0 0 2 2 7 301 0 0 308 0 177 12 0 189 % App. Total 81.8 0 18.2 0 0 0 0 100 2.3 97.7 0 0 0 93.7 6.3 0 PHF .750 .000 .500 .000 .786 .000 .000 .000 .250 .250 .583 .953 .000 .000 .951 .000 .835 .600 .000 .829 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 6 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 12 Thru 177 Left 0 Peds 0 In - Peak Hour: 06:00 AM 189 Right0 Thru0 Left0 Peds2 In - Peak Hour: 06:30 AM2 Left 7 Thru 301 Right 0 Peds 0 In - Peak Hour: 06:30 AM 308 Left18 Thru0 Right4 Peds0 In - Peak Hour: 07:00 AM22 CARS SINGLE UNIT ARTICULATED Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 7 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 8 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 1 Groups Printed- CARS GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 68 0 0 68 0 19 0 0 19 87 06:15 AM 0 0 0 0 0 0 0 0 0 0 2 56 0 0 58 0 45 0 0 45 103 06:30 AM 1 0 0 0 1 0 0 0 0 0 1 75 0 0 76 0 48 4 0 52 129 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 70 0 0 70 0 48 1 0 49 119 Total 1 0 0 0 1 0 0 0 0 0 3 269 0 0 272 0 160 5 0 165 438 07:00 AM 1 0 0 0 1 0 0 0 0 0 0 70 0 0 70 0 10 1 0 11 82 07:15 AM 0 0 0 0 0 0 0 0 0 0 2 71 0 0 73 0 27 0 0 27 100 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 56 0 0 56 0 26 1 0 27 83 07:45 AM 0 0 1 0 1 0 0 0 0 0 1 77 0 0 78 0 29 0 0 29 108 Total 1 0 1 0 2 0 0 0 0 0 3 274 0 0 277 0 92 2 0 94 373 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 58 0 0 58 0 25 1 0 26 84 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 56 0 0 56 0 33 1 0 34 90 08:30 AM 0 0 0 0 0 0 0 0 0 0 1 48 0 0 49 0 30 1 0 31 80 08:45 AM 0 0 1 0 1 0 0 0 0 0 2 41 0 0 43 0 33 0 0 33 77 Total 0 0 1 0 1 0 0 0 0 0 3 203 0 0 206 0 121 3 0 124 331 Grand Total 2 0 2 0 4 0 0 0 0 0 9 746 0 0 755 0 373 10 0 383 1142 Apprch %50 0 50 0 0 0 0 0 1.2 98.8 0 0 0 97.4 2.6 0 Total %0.2 0 0.2 0 0.4 0 0 0 0 0 0.8 65.3 0 0 66.1 0 32.7 0.9 0 33.5 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 10 Thru 373 Left 0 Peds 0 InOut Total 748 383 1131 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 9 Thru 746 Right 0 Peds 0 Out TotalIn 375 755 1130 Left2 Thru0 Right2 Peds0 TotalOutIn19 4 23 7/22/2021 06:00 AM 7/22/2021 08:45 AM CARS North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 2 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 3 GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 68 0 0 68 0 19 0 0 19 87 06:15 AM 0 0 0 0 0 0 0 0 0 0 2 56 0 0 58 0 45 0 0 45 103 06:30 AM 1 0 0 0 1 0 0 0 0 0 1 75 0 0 76 0 48 4 0 52 129 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 70 0 0 70 0 48 1 0 49 119 Total Volume 1 0 0 0 1 0 0 0 0 0 3 269 0 0 272 0 160 5 0 165 438 % App. Total 100 0 0 0 0 0 0 0 1.1 98.9 0 0 0 97 3 0 PHF .250 .000 .000 .000 .250 .000 .000 .000 .000 .000 .375 .897 .000 .000 .895 .000 .833 .313 .000 .793 .849 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 5 Thru 160 Left 0 Peds 0 InOut Total 270 165 435 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 3 Thru 269 Right 0 Peds 0 Out TotalIn 160 272 432 Left1 Thru0 Right0 Peds0 TotalOutIn8 1 9 Peak Hour Begins at 06:00 AM CARS Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 4 Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:15 AM 06:00 AM 06:30 AM 06:00 AM +0 mins.0 0 0 0 0 0 0 0 0 0 1 75 0 0 76 0 19 0 0 19 +15 mins.1 0 0 0 1 0 0 0 0 0 0 70 0 0 70 0 45 0 0 45 +30 mins.0 0 0 0 0 0 0 0 0 0 0 70 0 0 70 0 48 4 0 52 +45 mins.1 0 0 0 1 0 0 0 0 0 2 71 0 0 73 0 48 1 0 49 Total Volume 2 0 0 0 2 0 0 0 0 0 3 286 0 0 289 0 160 5 0 165 % App. Total 100 0 0 0 0 0 0 0 1 99 0 0 0 97 3 0 PHF .500 .000 .000 .000 .500 .000 .000 .000 .000 .000 .375 .953 .000 .000 .951 .000 .833 .313 .000 .793 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 5 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 5 Thru 160 Left 0 Peds 0 In - Peak Hour: 06:00 AM 165 Right0 Thru0 Left0 Peds0 In - Peak Hour: 06:00 AM0 Left 3 Thru 286 Right 0 Peds 0 In - Peak Hour: 06:30 AM 289 Left2 Thru0 Right0 Peds0 In - Peak Hour: 06:15 AM2 CARS Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 6 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 7 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 1 Groups Printed- SINGLE UNIT GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 06:00 AM 1 0 0 0 1 0 0 0 0 0 1 2 0 0 3 0 1 0 0 1 5 06:15 AM 1 0 1 0 2 0 0 0 0 0 0 1 0 0 1 0 2 2 0 4 7 06:30 AM 1 0 1 0 2 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 5 06:45 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 Total 4 0 2 0 6 0 0 0 0 0 1 4 0 0 5 0 5 3 0 8 19 07:00 AM 4 0 0 0 4 0 0 0 0 0 0 1 0 0 1 0 0 2 0 2 7 07:15 AM 0 0 1 0 1 0 0 0 0 0 1 0 0 0 1 0 2 0 0 2 4 07:30 AM 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 3 07:45 AM 2 0 1 0 3 0 0 0 0 0 1 0 0 0 1 0 0 2 0 2 6 Total 8 0 2 0 10 0 0 0 0 0 2 1 0 0 3 0 2 5 0 7 20 08:00 AM 1 0 1 0 2 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 3 08:15 AM 1 0 2 0 3 0 0 0 0 0 1 1 0 0 2 0 0 2 0 2 7 08:30 AM 1 0 3 0 4 0 0 0 0 0 1 0 0 0 1 0 1 2 0 3 8 08:45 AM 2 0 1 0 3 0 0 0 0 0 0 3 0 0 3 0 2 1 0 3 9 Total 5 0 7 0 12 0 0 0 0 0 3 4 0 0 7 0 3 5 0 8 27 Grand Total 17 0 11 0 28 0 0 0 0 0 6 9 0 0 15 0 10 13 0 23 66 Apprch %60.7 0 39.3 0 0 0 0 0 40 60 0 0 0 43.5 56.5 0 Total %25.8 0 16.7 0 42.4 0 0 0 0 0 9.1 13.6 0 0 22.7 0 15.2 19.7 0 34.8 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 13 Thru 10 Left 0 Peds 0 InOut Total 26 23 49 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 6 Thru 9 Right 0 Peds 0 Out TotalIn 21 15 36 Left17 Thru0 Right11 Peds0 TotalOutIn19 28 47 7/22/2021 06:00 AM 7/22/2021 08:45 AM SINGLE UNIT North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 2 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 3 GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 1 0 1 0 2 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 3 08:15 AM 1 0 2 0 3 0 0 0 0 0 1 1 0 0 2 0 0 2 0 2 7 08:30 AM 1 0 3 0 4 0 0 0 0 0 1 0 0 0 1 0 1 2 0 3 8 08:45 AM 2 0 1 0 3 0 0 0 0 0 0 3 0 0 3 0 2 1 0 3 9 Total Volume 5 0 7 0 12 0 0 0 0 0 3 4 0 0 7 0 3 5 0 8 27 % App. Total 41.7 0 58.3 0 0 0 0 0 42.9 57.1 0 0 0 37.5 62.5 0 PHF .625 .000 .583 .000 .750 .000 .000 .000 .000 .000 .750 .333 .000 .000 .583 .000 .375 .625 .000 .667 .750 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 5 Thru 3 Left 0 Peds 0 InOut Total 9 8 17 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 3 Thru 4 Right 0 Peds 0 Out TotalIn 10 7 17 Left5 Thru0 Right7 Peds0 TotalOutIn8 12 20 Peak Hour Begins at 08:00 AM SINGLE UNIT Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 4 Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 06:00 AM 08:00 AM 06:15 AM +0 mins.2 0 1 0 3 0 0 0 0 0 1 0 0 0 1 0 2 2 0 4 +15 mins.1 0 1 0 2 0 0 0 0 0 1 1 0 0 2 0 2 0 0 2 +30 mins.1 0 2 0 3 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 +45 mins.1 0 3 0 4 0 0 0 0 0 0 3 0 0 3 0 0 2 0 2 Total Volume 5 0 7 0 12 0 0 0 0 0 3 4 0 0 7 0 4 5 0 9 % App. Total 41.7 0 58.3 0 0 0 0 0 42.9 57.1 0 0 0 44.4 55.6 0 PHF .625 .000 .583 .000 .750 .000 .000 .000 .000 .000 .750 .333 .000 .000 .583 .000 .500 .625 .000 .563 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 5 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 5 Thru 4 Left 0 Peds 0 In - Peak Hour: 06:15 AM 9 Right0 Thru0 Left0 Peds0 In - Peak Hour: 06:00 AM0 Left 3 Thru 4 Right 0 Peds 0 In - Peak Hour: 08:00 AM 7 Left5 Thru0 Right7 Peds0 In - Peak Hour: 07:45 AM12 SINGLE UNIT Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 6 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 7 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 1 Groups Printed- ARTICULATED GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 2 1 0 3 7 06:15 AM 1 0 0 0 1 0 0 0 0 0 0 6 0 0 6 0 3 0 0 3 10 06:30 AM 2 0 0 0 2 0 0 0 0 0 1 3 0 0 4 0 3 0 0 3 9 06:45 AM 3 0 0 0 3 0 0 0 0 0 1 6 0 0 7 0 4 3 0 7 17 Total 6 0 0 0 6 0 0 0 0 0 2 19 0 0 21 0 12 4 0 16 43 07:00 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 6 1 0 7 9 07:15 AM 3 0 0 0 3 0 0 0 2 2 0 3 0 0 3 0 4 3 0 7 15 07:30 AM 4 0 1 0 5 0 0 0 0 0 1 5 0 0 6 0 7 4 0 11 22 07:45 AM 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 4 Total 9 0 1 0 10 0 0 0 2 2 2 9 0 0 11 0 18 9 0 27 50 08:00 AM 2 0 0 0 2 0 0 0 0 0 1 3 0 0 4 0 7 3 0 10 16 08:15 AM 1 0 0 0 1 0 0 0 0 0 0 4 0 0 4 0 5 0 0 5 10 08:30 AM 2 0 0 0 2 0 0 0 0 0 0 4 0 0 4 0 3 1 0 4 10 08:45 AM 2 0 0 0 2 0 0 0 0 0 0 3 0 0 3 0 4 1 0 5 10 Total 7 0 0 0 7 0 0 0 0 0 1 14 0 0 15 0 19 5 0 24 46 Grand Total 22 0 1 0 23 0 0 0 2 2 5 42 0 0 47 0 49 18 0 67 139 Apprch %95.7 0 4.3 0 0 0 0 100 10.6 89.4 0 0 0 73.1 26.9 0 Total %15.8 0 0.7 0 16.5 0 0 0 1.4 1.4 3.6 30.2 0 0 33.8 0 35.3 12.9 0 48.2 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 18 Thru 49 Left 0 Peds 0 InOut Total 64 67 131 Right0 Thru0 Left0 Peds2 OutTotalIn0 2 2 Left 5 Thru 42 Right 0 Peds 0 Out TotalIn 50 47 97 Left22 Thru0 Right1 Peds0 TotalOutIn23 23 46 7/22/2021 06:00 AM 7/22/2021 08:45 AM ARTICULATED North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 2 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 3 GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:45 AM 06:45 AM 3 0 0 0 3 0 0 0 0 0 1 6 0 0 7 0 4 3 0 7 17 07:00 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 6 1 0 7 9 07:15 AM 3 0 0 0 3 0 0 0 2 2 0 3 0 0 3 0 4 3 0 7 15 07:30 AM 4 0 1 0 5 0 0 0 0 0 1 5 0 0 6 0 7 4 0 11 22 Total Volume 10 0 1 0 11 0 0 0 2 2 3 15 0 0 18 0 21 11 0 32 63 % App. Total 90.9 0 9.1 0 0 0 0 100 16.7 83.3 0 0 0 65.6 34.4 0 PHF .625 .000 .250 .000 .550 .000 .000 .000 .250 .250 .750 .625 .000 .000 .643 .000 .750 .688 .000 .727 .716 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 11 Thru 21 Left 0 Peds 0 InOut Total 25 32 57 Right0 Thru0 Left0 Peds2 OutTotalIn0 2 2 Left 3 Thru 15 Right 0 Peds 0 Out TotalIn 22 18 40 Left10 Thru0 Right1 Peds0 TotalOutIn14 11 25 Peak Hour Begins at 06:45 AM ARTICULATED Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 4 Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 06:30 AM 06:00 AM 06:45 AM +0 mins.3 0 0 0 3 0 0 0 0 0 0 4 0 0 4 0 4 3 0 7 +15 mins.4 0 1 0 5 0 0 0 0 0 0 6 0 0 6 0 6 1 0 7 +30 mins.2 0 0 0 2 0 0 0 0 0 1 3 0 0 4 0 4 3 0 7 +45 mins.2 0 0 0 2 0 0 0 2 2 1 6 0 0 7 0 7 4 0 11 Total Volume 11 0 1 0 12 0 0 0 2 2 2 19 0 0 21 0 21 11 0 32 % App. Total 91.7 0 8.3 0 0 0 0 100 9.5 90.5 0 0 0 65.6 34.4 0 PHF .688 .000 .250 .000 .600 .000 .000 .000 .250 .250 .500 .792 .000 .000 .750 .000 .750 .688 .000 .727 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 5 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 11 Thru 21 Left 0 Peds 0 In - Peak Hour: 06:45 AM 32 Right0 Thru0 Left0 Peds2 In - Peak Hour: 06:30 AM2 Left 2 Thru 19 Right 0 Peds 0 In - Peak Hour: 06:00 AM 21 Left11 Thru0 Right1 Peds0 In - Peak Hour: 07:15 AM12 ARTICULATED Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 6 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 7 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 1 Groups Printed- CARS - SINGLE UNIT - ARTICULATED GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 03:00 PM 5 0 2 0 7 0 0 0 0 0 1 44 0 0 45 0 65 5 0 70 122 03:15 PM 5 0 3 0 8 0 0 0 0 0 2 73 0 0 75 0 111 2 0 113 196 03:30 PM 3 0 3 0 6 0 0 0 0 0 3 98 0 0 101 0 105 5 0 110 217 03:45 PM 5 0 4 0 9 0 0 0 0 0 1 50 0 0 51 0 114 4 0 118 178 Total 18 0 12 0 30 0 0 0 0 0 7 265 0 0 272 0 395 16 0 411 713 04:00 PM 4 0 2 0 6 0 0 0 0 0 0 58 0 0 58 0 97 0 0 97 161 04:15 PM 0 0 1 0 1 0 0 0 0 0 0 52 0 0 52 0 95 0 0 95 148 04:30 PM 1 0 0 0 1 0 0 0 0 0 0 40 0 0 40 0 120 1 0 121 162 04:45 PM 0 0 2 0 2 0 0 0 0 0 0 46 0 0 46 0 93 0 0 93 141 Total 5 0 5 0 10 0 0 0 0 0 0 196 0 0 196 0 405 1 0 406 612 05:00 PM 0 0 2 0 2 0 0 0 0 0 0 53 0 0 53 0 82 1 0 83 138 05:15 PM 1 0 0 0 1 0 0 0 0 0 0 45 0 0 45 0 114 3 0 117 163 05:30 PM 1 0 1 0 2 0 0 0 0 0 0 40 0 0 40 0 90 1 0 91 133 05:45 PM 3 0 0 0 3 0 0 0 0 0 0 44 0 0 44 0 77 1 0 78 125 Total 5 0 3 0 8 0 0 0 0 0 0 182 0 0 182 0 363 6 0 369 559 Grand Total 28 0 20 0 48 0 0 0 0 0 7 643 0 0 650 0 1163 23 0 1186 1884 Apprch %58.3 0 41.7 0 0 0 0 0 1.1 98.9 0 0 0 98.1 1.9 0 Total %1.5 0 1.1 0 2.5 0 0 0 0 0 0.4 34.1 0 0 34.5 0 61.7 1.2 0 63 CARS 6 0 6 0 12 0 0 0 0 0 1 607 0 0 608 0 1127 % CARS 21.4 0 30 0 25 0 0 0 0 0 14.3 94.4 0 0 93.5 0 96.9 4.3 0 95.1 92.8 SINGLE UNIT % SINGLE UNIT 75 0 50 0 64.6 0 0 0 0 0 85.7 1.7 0 0 2.6 0 1.1 78.3 0 2.6 4.2 ARTICULATED % ARTICULATED 3.6 0 20 0 10.4 0 0 0 0 0 0 3.9 0 0 3.8 0 2 17.4 0 2.3 3 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 2 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 1 18 4 23 Thru 1127 13 23 1163 Left 0 0 0 0 Peds 0 0 0 0 InOut Total 613 1128 1741 32 31 63 26 27 53 671 1857 1186 Right0 0 0 0 Thru0 0 0 0 Left0 0 0 0 Peds0 0 0 0 OutTotalIn0 0 0 0 0 0 0 0 0 0 0 0 Left 1 6 0 7 Thru 607 11 25 643 Right 0 0 0 0 Peds 0 0 0 0 Out TotalIn 1133 608 1741 23 17 40 27 25 52 1183 1833 650 Left6 21 1 28 Thru0 0 0 0 Right6 10 4 20 Peds0 0 0 0 TotalOutIn2 12 14 24 31 55 4 5 9 30 78 48 7/21/2021 03:00 PM 7/21/2021 05:45 PM CARS SINGLE UNIT ARTICULATED North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 3 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 4 GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM 03:15 PM 5 0 3 0 8 0 0 0 0 0 2 73 0 0 75 0 111 2 0 113 196 03:30 PM 3 0 3 0 6 0 0 0 0 0 3 98 0 0 101 0 105 5 0 110 217 03:45 PM 5 0 4 0 9 0 0 0 0 0 1 50 0 0 51 0 114 4 0 118 178 04:00 PM 4 0 2 0 6 0 0 0 0 0 0 58 0 0 58 0 97 0 0 97 161 Total Volume 17 0 12 0 29 0 0 0 0 0 6 279 0 0 285 0 427 11 0 438 752 % App. Total 58.6 0 41.4 0 0 0 0 0 2.1 97.9 0 0 0 97.5 2.5 0 PHF .850 .000 .750 .000 .806 .000 .000 .000 .000 .000 .500 .712 .000 .000 .705 .000 .936 .550 .000 .928 .866 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 11 Thru 427 Left 0 Peds 0 InOut Total 296 438 734 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 6 Thru 279 Right 0 Peds 0 Out TotalIn 439 285 724 Left17 Thru0 Right12 Peds0 TotalOutIn17 29 46 Peak Hour Begins at 03:15 PM CARS SINGLE UNIT ARTICULATED Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 5 Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:00 PM 03:00 PM 03:15 PM 03:15 PM +0 mins.5 0 2 0 7 0 0 0 0 0 2 73 0 0 75 0 111 2 0 113 +15 mins.5 0 3 0 8 0 0 0 0 0 3 98 0 0 101 0 105 5 0 110 +30 mins.3 0 3 0 6 0 0 0 0 0 1 50 0 0 51 0 114 4 0 118 +45 mins.5 0 4 0 9 0 0 0 0 0 0 58 0 0 58 0 97 0 0 97 Total Volume 18 0 12 0 30 0 0 0 0 0 6 279 0 0 285 0 427 11 0 438 % App. Total 60 0 40 0 0 0 0 0 2.1 97.9 0 0 0 97.5 2.5 0 PHF .900 .000 .750 .000 .833 .000 .000 .000 .000 .000 .500 .712 .000 .000 .705 .000 .936 .550 .000 .928 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 6 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 11 Thru 427 Left 0 Peds 0 In - Peak Hour: 03:15 PM 438 Right0 Thru0 Left0 Peds0 In - Peak Hour: 03:00 PM0 Left 6 Thru 279 Right 0 Peds 0 In - Peak Hour: 03:15 PM 285 Left18 Thru0 Right12 Peds0 In - Peak Hour: 03:00 PM30 CARS SINGLE UNIT ARTICULATED Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 7 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 8 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 1 Groups Printed- CARS GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 42 0 0 42 0 61 0 0 61 103 03:15 PM 1 0 0 0 1 0 0 0 0 0 0 69 0 0 69 0 109 0 0 109 179 03:30 PM 0 0 0 0 0 0 0 0 0 0 1 93 0 0 94 0 103 1 0 104 198 03:45 PM 1 0 1 0 2 0 0 0 0 0 0 47 0 0 47 0 107 0 0 107 156 Total 2 0 1 0 3 0 0 0 0 0 1 251 0 0 252 0 380 1 0 381 636 04:00 PM 0 0 1 0 1 0 0 0 0 0 0 55 0 0 55 0 96 0 0 96 152 04:15 PM 0 0 1 0 1 0 0 0 0 0 0 49 0 0 49 0 95 0 0 95 145 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 37 0 0 37 0 118 0 0 118 155 04:45 PM 0 0 2 0 2 0 0 0 0 0 0 42 0 0 42 0 92 0 0 92 136 Total 0 0 4 0 4 0 0 0 0 0 0 183 0 0 183 0 401 0 0 401 588 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 49 0 0 49 0 76 0 0 76 125 05:15 PM 1 0 0 0 1 0 0 0 0 0 0 43 0 0 43 0 110 0 0 110 154 05:30 PM 1 0 1 0 2 0 0 0 0 0 0 39 0 0 39 0 85 0 0 85 126 05:45 PM 2 0 0 0 2 0 0 0 0 0 0 42 0 0 42 0 75 0 0 75 119 Total 4 0 1 0 5 0 0 0 0 0 0 173 0 0 173 0 346 0 0 346 524 Grand Total 6 0 6 0 12 0 0 0 0 0 1 607 0 0 608 0 1127 1 0 1128 1748 Apprch %50 0 50 0 0 0 0 0 0.2 99.8 0 0 0 99.9 0.1 0 Total %0.3 0 0.3 0 0.7 0 0 0 0 0 0.1 34.7 0 0 34.8 0 64.5 0.1 0 64.5 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 1 Thru 1127 Left 0 Peds 0 InOut Total 613 1128 1741 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 1 Thru 607 Right 0 Peds 0 Out TotalIn 1133 608 1741 Left6 Thru0 Right6 Peds0 TotalOutIn2 12 14 7/21/2021 03:00 PM 7/21/2021 05:45 PM CARS North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 2 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 3 GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM 03:15 PM 1 0 0 0 1 0 0 0 0 0 0 69 0 0 69 0 109 0 0 109 179 03:30 PM 0 0 0 0 0 0 0 0 0 0 1 93 0 0 94 0 103 1 0 104 198 03:45 PM 1 0 1 0 2 0 0 0 0 0 0 47 0 0 47 0 107 0 0 107 156 04:00 PM 0 0 1 0 1 0 0 0 0 0 0 55 0 0 55 0 96 0 0 96 152 Total Volume 2 0 2 0 4 0 0 0 0 0 1 264 0 0 265 0 415 1 0 416 685 % App. Total 50 0 50 0 0 0 0 0 0.4 99.6 0 0 0 99.8 0.2 0 PHF .500 .000 .500 .000 .500 .000 .000 .000 .000 .000 .250 .710 .000 .000 .705 .000 .952 .250 .000 .954 .865 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 1 Thru 415 Left 0 Peds 0 InOut Total 266 416 682 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 1 Thru 264 Right 0 Peds 0 Out TotalIn 417 265 682 Left2 Thru0 Right2 Peds0 TotalOutIn2 4 6 Peak Hour Begins at 03:15 PM CARS Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 4 Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 03:00 PM 03:15 PM 03:15 PM +0 mins.0 0 2 0 2 0 0 0 0 0 0 69 0 0 69 0 109 0 0 109 +15 mins.0 0 0 0 0 0 0 0 0 0 1 93 0 0 94 0 103 1 0 104 +30 mins.1 0 0 0 1 0 0 0 0 0 0 47 0 0 47 0 107 0 0 107 +45 mins.1 0 1 0 2 0 0 0 0 0 0 55 0 0 55 0 96 0 0 96 Total Volume 2 0 3 0 5 0 0 0 0 0 1 264 0 0 265 0 415 1 0 416 % App. Total 40 0 60 0 0 0 0 0 0.4 99.6 0 0 0 99.8 0.2 0 PHF .500 .000 .375 .000 .625 .000 .000 .000 .000 .000 .250 .710 .000 .000 .705 .000 .952 .250 .000 .954 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 5 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 1 Thru 415 Left 0 Peds 0 In - Peak Hour: 03:15 PM 416 Right0 Thru0 Left0 Peds0 In - Peak Hour: 03:00 PM0 Left 1 Thru 264 Right 0 Peds 0 In - Peak Hour: 03:15 PM 265 Left2 Thru0 Right3 Peds0 In - Peak Hour: 04:45 PM5 CARS Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 6 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 7 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 1 Groups Printed- SINGLE UNIT GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 03:00 PM 5 0 1 0 6 0 0 0 0 0 1 0 0 0 1 0 2 5 0 7 14 03:15 PM 4 0 3 0 7 0 0 0 0 0 2 0 0 0 2 0 0 1 0 1 10 03:30 PM 3 0 2 0 5 0 0 0 0 0 2 2 0 0 4 0 0 3 0 3 12 03:45 PM 4 0 2 0 6 0 0 0 0 0 1 1 0 0 2 0 0 3 0 3 11 Total 16 0 8 0 24 0 0 0 0 0 6 3 0 0 9 0 2 12 0 14 47 04:00 PM 4 0 1 0 5 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 7 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 0 2 3 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 4 0 1 0 5 0 0 0 0 0 0 3 0 0 3 0 1 1 0 2 10 05:00 PM 0 0 1 0 1 0 0 0 0 0 0 3 0 0 3 0 2 0 0 2 6 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 3 3 0 6 7 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 4 05:45 PM 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 1 0 3 5 Total 1 0 1 0 2 0 0 0 0 0 0 5 0 0 5 0 10 5 0 15 22 Grand Total 21 0 10 0 31 0 0 0 0 0 6 11 0 0 17 0 13 18 0 31 79 Apprch %67.7 0 32.3 0 0 0 0 0 35.3 64.7 0 0 0 41.9 58.1 0 Total %26.6 0 12.7 0 39.2 0 0 0 0 0 7.6 13.9 0 0 21.5 0 16.5 22.8 0 39.2 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 18 Thru 13 Left 0 Peds 0 InOut Total 32 31 63 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 6 Thru 11 Right 0 Peds 0 Out TotalIn 23 17 40 Left21 Thru0 Right10 Peds0 TotalOutIn24 31 55 7/21/2021 03:00 PM 7/21/2021 05:45 PM SINGLE UNIT North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 2 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 3 GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 5 0 1 0 6 0 0 0 0 0 1 0 0 0 1 0 2 5 0 7 14 03:15 PM 4 0 3 0 7 0 0 0 0 0 2 0 0 0 2 0 0 1 0 1 10 03:30 PM 3 0 2 0 5 0 0 0 0 0 2 2 0 0 4 0 0 3 0 3 12 03:45 PM 4 0 2 0 6 0 0 0 0 0 1 1 0 0 2 0 0 3 0 3 11 Total Volume 16 0 8 0 24 0 0 0 0 0 6 3 0 0 9 0 2 12 0 14 47 % App. Total 66.7 0 33.3 0 0 0 0 0 66.7 33.3 0 0 0 14.3 85.7 0 PHF .800 .000 .667 .000 .857 .000 .000 .000 .000 .000 .750 .375 .000 .000 .563 .000 .250 .600 .000 .500 .839 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 12 Thru 2 Left 0 Peds 0 InOut Total 19 14 33 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 6 Thru 3 Right 0 Peds 0 Out TotalIn 10 9 19 Left16 Thru0 Right8 Peds0 TotalOutIn18 24 42 Peak Hour Begins at 03:00 PM SINGLE UNIT Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 4 Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:00 PM 03:00 PM 03:15 PM 05:00 PM +0 mins.5 0 1 0 6 0 0 0 0 0 2 0 0 0 2 0 2 0 0 2 +15 mins.4 0 3 0 7 0 0 0 0 0 2 2 0 0 4 0 3 3 0 6 +30 mins.3 0 2 0 5 0 0 0 0 0 1 1 0 0 2 0 3 1 0 4 +45 mins.4 0 2 0 6 0 0 0 0 0 0 2 0 0 2 0 2 1 0 3 Total Volume 16 0 8 0 24 0 0 0 0 0 5 5 0 0 10 0 10 5 0 15 % App. Total 66.7 0 33.3 0 0 0 0 0 50 50 0 0 0 66.7 33.3 0 PHF .800 .000 .667 .000 .857 .000 .000 .000 .000 .000 .625 .625 .000 .000 .625 .000 .833 .417 .000 .625 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 5 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 5 Thru 10 Left 0 Peds 0 In - Peak Hour: 05:00 PM 15 Right0 Thru0 Left0 Peds0 In - Peak Hour: 03:00 PM0 Left 5 Thru 5 Right 0 Peds 0 In - Peak Hour: 03:15 PM 10 Left16 Thru0 Right8 Peds0 In - Peak Hour: 03:00 PM24 SINGLE UNIT Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 6 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 7 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 1 Groups Printed- ARTICULATED GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 03:00 PM 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 5 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 2 1 0 3 7 03:30 PM 0 0 1 0 1 0 0 0 0 0 0 3 0 0 3 0 2 1 0 3 7 03:45 PM 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 7 1 0 8 11 Total 0 0 3 0 3 0 0 0 0 0 0 11 0 0 11 0 13 3 0 16 30 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3 04:30 PM 1 0 0 0 1 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 4 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 5 Total 1 0 0 0 1 0 0 0 0 0 0 10 0 0 10 0 3 0 0 3 14 05:00 PM 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 0 4 1 0 5 7 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 Total 0 0 1 0 1 0 0 0 0 0 0 4 0 0 4 0 7 1 0 8 13 Grand Total 1 0 4 0 5 0 0 0 0 0 0 25 0 0 25 0 23 4 0 27 57 Apprch %20 0 80 0 0 0 0 0 0 100 0 0 0 85.2 14.8 0 Total %1.8 0 7 0 8.8 0 0 0 0 0 0 43.9 0 0 43.9 0 40.4 7 0 47.4 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 4 Thru 23 Left 0 Peds 0 InOut Total 26 27 53 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 0 Thru 25 Right 0 Peds 0 Out TotalIn 27 25 52 Left1 Thru0 Right4 Peds0 TotalOutIn4 5 9 7/21/2021 03:00 PM 7/21/2021 05:45 PM ARTICULATED North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 2 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 3 GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 5 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 2 1 0 3 7 03:30 PM 0 0 1 0 1 0 0 0 0 0 0 3 0 0 3 0 2 1 0 3 7 03:45 PM 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 7 1 0 8 11 Total Volume 0 0 3 0 3 0 0 0 0 0 0 11 0 0 11 0 13 3 0 16 30 % App. Total 0 0 100 0 0 0 0 0 0 100 0 0 0 81.2 18.8 0 PHF .000 .000 .750 .000 .750 .000 .000 .000 .000 .000 .000 .688 .000 .000 .688 .000 .464 .750 .000 .500 .682 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 3 Thru 13 Left 0 Peds 0 InOut Total 11 16 27 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 0 Thru 11 Right 0 Peds 0 Out TotalIn 16 11 27 Left0 Thru0 Right3 Peds0 TotalOutIn3 3 6 Peak Hour Begins at 03:00 PM ARTICULATED Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 4 Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:00 PM 03:00 PM 03:00 PM 03:00 PM +0 mins.0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 +15 mins.0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 2 1 0 3 +30 mins.0 0 1 0 1 0 0 0 0 0 0 3 0 0 3 0 2 1 0 3 +45 mins.0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 7 1 0 8 Total Volume 0 0 3 0 3 0 0 0 0 0 0 11 0 0 11 0 13 3 0 16 % App. Total 0 0 100 0 0 0 0 0 0 100 0 0 0 81.2 18.8 0 PHF .000 .000 .750 .000 .750 .000 .000 .000 .000 .000 .000 .688 .000 .000 .688 .000 .464 .750 .000 .500 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 5 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 3 Thru 13 Left 0 Peds 0 In - Peak Hour: 03:00 PM 16 Right0 Thru0 Left0 Peds0 In - Peak Hour: 03:00 PM0 Left 0 Thru 11 Right 0 Peds 0 In - Peak Hour: 03:00 PM 11 Left0 Thru0 Right3 Peds0 In - Peak Hour: 03:00 PM3 ARTICULATED Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 6 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 7 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@US 34Site Code:Start Date: 07/21/2021Page No: 1Turning Movement DataStart TimeEldemain Rd.US 34Eldemain Rd.US 34SouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total3:00 PM42182300833514615001961581500382513017001724893:15 PM7128310013022134280018411121300361511447001765263:30 PM8035400015526141170018411112700491212049001815693:45 PM572628011112418422002302514200059191624200223623Hourly Total25010712201479107605820079462457500182715261550075222074:00 PM5827290011420162360021822121700511315032001955784:15 PM461827009128175280023110152000451415523001925594:30 PM5037380012533160130020615122501522212926011775604:45 PM492247011184016124002252014140048181232900170561Hourly Total203104141014481216581010088067537601196675571100173422585:00 PM352142009822173210021619151000441412333001705285:15 PM5531390012528203260025720191300521615425001956295:30 PM4326310210032171180022121111900511713221001705425:45 PM411825018428153190020012960027141251900158469Hourly Total17496137034071107008400894725448001746153498006932168*** BREAK ***-------------------------6:00 AM1410150139923100339154002896659091342346:15 AM8131800396334004312115002888058001462566:30 AM1737002719282004911143002878566001582626:45 AM141616004631344006992160036131035600172323Hourly Total5342560115165118110019441611800120373342390961010757:00 AM4416012413514006812115002899835001422627:15 AM18112202511346600651021300341010038001482987:30 AM1872300481980700106191440037812137001663577:45 AM24723025416595008016265004791344900192373Hourly Total6429840517761236220031957721700146364531590064812908:00 AM17111901472666500971216700351012129001603398:15 AM1983500622550130088161260034711734001583428:30 AM22113601692578600109102090039714029001763938:45 AM1761800412277900108121111003491314900189372Hourly Total75361080221998271330040250593300142335091410068314469:00 AM0000000000000000000000000Grand Total81941464801318815622588333003483349344267019603052913902010412010444Approach %43.522.034.40.0--16.174.39.60.0--36.435.827.80.0--7.470.721.90.0---Total %7.84.06.20.0-18.05.424.83.20.0-33.33.33.32.60.0-9.22.927.98.60.0-39.4- Lights7764075360-171945325163250-32943413422660-94929828448640-40069968% Lights94.798.382.7--91.480.697.297.6--94.697.799.499.6--98.997.797.695.8--97.295.4Mediums216150-42154450-646210-9737140-58173% Mediums2.61.42.3--2.22.71.71.5--1.81.70.60.4--0.92.31.31.6--1.41.7Articulated Trucks221970-120942830-1252000-2032240-56303% ArticulatedTrucks2.70.215.0--6.416.71.10.9--3.60.60.00.0--0.20.01.12.7--1.42.9Bicycles onCrosswalk----10-----0-----1-----1--% Bicycles onCrosswalk----76.9-----------100.0-----10.0--Pedestrians----3-----0-----0-----9--% Pedestrians----23.1-----------0.0-----90.0-- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@US 34Site Code:Start Date: 07/21/2021Page No: 307/21/2021 3:00 PMEnding At07/22/2021 9:15 AMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldemain Rd. [N]OutInTotal165917193378314273118120238000000180818813689776407536002161500221970000001000003819414648013RTLUP3910 0 0 131 58 3721 Out 3483 0 0 125 64 3294 In 7393 0 0 256 122 7015 Total US 34 [E] R 562 0 0 94 15 453 T 2588 0 0 28 44 2516 L 333 0 0 3 5 325 U 0 0 0 0 0 0 P 0 0 0 0 0 0 103094919791892742600000010529602012OutInTotalEldemain Rd. [S]ULTRP026634234100126000020000010000002673443491US 34 [W]Total7564124106007794In40065856004120Out35586650003674000000U864142400902L28443732002913T2987000305R0001910PTurning Movement Data Plot Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@US 34Site Code:Start Date: 07/21/2021Page No: 4Turning Movement Peak Hour Data (3:30 PM)Start TimeEldemain Rd.US 34Eldemain Rd.US 34SouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total3:30 PM8035400015526141170018411112700491212049001815693:45 PM5726280111124184220023025142000591916242002236234:00 PM5827290011420162360021822121700511315032001955784:15 PM46182700912817528002311015200045141552300192559Total2411061240147198662103008636852840020458587146007912329Approach %51.222.526.30.0--11.476.711.90.0--33.325.541.20.0--7.374.218.50.0---Total %10.34.65.30.0-20.24.228.44.40.0-37.12.92.23.60.0-8.82.525.26.30.0-34.0-PHF0.7530.7570.7750.000-0.7600.8750.8990.7150.000-0.9340.6800.8670.7780.000-0.8640.7630.9060.7450.000-0.8870.935Lights2301051080-443866551030-8446651840-201585711410-7702258% Lights95.499.187.1--94.187.898.9100.0--97.897.198.1100.0--98.5100.097.396.6--97.397.0Mediums7120-102300-51100-20710-825% Mediums2.90.91.6--2.12.00.50.0--0.61.51.90.0--1.00.01.20.7--1.01.1Articulated Trucks40140-1810400-141000-10940-1346% ArticulatedTrucks1.70.011.3--3.810.20.60.0--1.61.50.00.0--0.50.01.52.7--1.62.0Bicycles onCrosswalk----1-----0-----0-----0--% Bicycles onCrosswalk----100.0--------------------Pedestrians----0-----0-----0-----0--% Pedestrians----0.0-------------------- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@US 34Site Code:Start Date: 07/21/2021Page No: 5Peak Hour Data07/21/2021 3:30 PMEnding At07/21/2021 4:30 PMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldemain Rd. [N]OutInTotal278443721410141418320000002964717672301051080071200401400000010000024110612401RTLUP779 0 0 24 10 745 Out 863 0 0 14 5 844 In 1642 0 0 38 15 1589 Total US 34 [E] R 98 0 0 10 2 86 T 662 0 0 4 3 655 L 103 0 0 0 0 103 U 0 0 0 0 0 0 P 0 0 0 0 0 0 266201467123011000000267204471OutInTotalEldemain Rd. [S]ULTRP084516600011000010000000000008452680US 34 [W]Total17391821001778In77081300791Out96910800987000000U1411400146L5717900587T58000058R000000PTurning Movement Peak Hour Data Plot (3:30 PM) Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@US 34Site Code:Start Date: 07/21/2021Page No: 6Turning Movement Peak Hour Data (7:45 AM)Start TimeEldemain Rd.US 34Eldemain Rd.US 34SouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total7:45 AM247230254165950080162650047913449001923738:00 AM17111901472666500971216700351012129001603398:15 AM1983500622550130088161260034711734001583428:30 AM2211360169257860010910209003971402900176393Total8237113042329225329003745474270015533512141006861447Approach %35.315.948.70.0--24.667.67.80.0--34.847.717.40.0--4.874.620.60.0---Total %5.72.67.80.0-16.06.417.52.00.0-25.83.75.11.90.0-10.72.335.49.70.0-47.4-PHF0.8540.8410.7850.000-0.8410.8850.8110.5580.000-0.8580.8440.7120.7500.000-0.8240.8250.9140.7190.000-0.8930.920Lights7536830-19462235260-3235374260-153324961380-6661336% Lights91.597.373.5--83.667.492.989.7--86.498.1100.096.3--98.797.096.997.9--97.192.3Mediums3150-951320-201010-211010-1243% Mediums3.72.74.4--3.95.45.16.9--5.31.90.03.7--1.33.02.00.7--1.73.0Articulated Trucks40250-2925510-310000-00620-868% ArticulatedTrucks4.90.022.1--12.527.22.03.4--8.30.00.00.0--0.00.01.21.4--1.24.7Bicycles onCrosswalk----4-----0-----0-----0--% Bicycles onCrosswalk----100.0--------------------Pedestrians----0-----0-----0-----0--% Pedestrians----0.0-------------------- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@US 34Site Code:Start Date: 07/21/2021Page No: 7Peak Hour Data07/22/2021 7:45 AMEnding At07/22/2021 8:45 AMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldemain Rd. [N]OutInTotal274194468691527295600000030723253975368300315004025000000400000823711304RTLUP679 0 0 31 16 632 Out 374 0 0 31 20 323 In 1053 0 0 62 36 955 Total US 34 [E] R 92 0 0 25 5 62 T 253 0 0 5 13 235 L 29 0 0 1 2 26 U 0 0 0 0 0 0 P 0 0 0 0 0 0 9415324742610100000099155254OutInTotalEldemain Rd. [S]ULTRP026745300101000000000000000002774540US 34 [W]Total10022917001048In66612800686Out33617900362000000U1381200141L49610600512T32100033R000000PTurning Movement Peak Hour Data Plot (7:45 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: 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 2022-18 Parks and Recreation SUV Purchase – 2022 Ford Escape from Riverview Ford, Oswego Illinois City Council – May 10, 2022 Majority Approval Parks and Recreation SUV Purchase – 2022 Ford Escape from Riverview Ford, Oswego, Illinois Tim Evans Parks and Recreation Name Department Subject Parks & Recreation Vehicle Purchase Background As part of the of the approved FY 23 City budget, the City designated $50,000 in capital funds for the Parks & Recreation Department to purchase a new vehicle. Over the past few weeks, P&R staff has been working with the City’s Purchasing Manager, Shanel Gayle, on securing a new P&R vehicle. Initially the department had planned on purchasing a new cargo van, however after reviewing the current P&R vehicle fleet, staff has determined that it would be more effective to purchase a four (4) person van, SUV or truck. As part of the P&R vehicle and equipment replacement schedule, the department has secured the following two (2) quotes: 1) 2022 Ford Escape SEL AWD at $35,557.24 from Riverview Ford. 2) 2022 Ford Explorer (K8B) Base 4WD, in the amount of $33,648.46. Sourcewell Contract 091521-NAF, 2022. Both vehicles would meet the current demands of the Parks and Recreation Department programming and maintenance needs, however the Riverview Ford Quote is about $2,000 higher. The benefit to the Riverview Ford quote is that this vehicle is available to purchase with immediate delivery. While this vehicle was scheduled to replace the current Parks & Recreation 2006 Dodge Caravan, there is currently a significant increase in the amount of recreation programming and parks maintenance, especially with the preschool and the rec. office moving into new locations. So, for the time being, the department will be keeping the Parks & Recreation van to meet the current demand of recreation programming and parks maintenance. Also, with the leftover funds, staff expects to purchase a new bed cap for one of the Parks & Recreation trucks and a new lawn mower. Recommendation Staff seeks City Council approval to purchase one (1) 2022 Ford Escape for Parks & Recreation in the total amount of $35,557.24 from Riverview Ford, Oswego, Illinois. Memorandum To: Yorkville City Council From: Tim Evans, Director of Parks and Recreation CC: Bart Olson, City Administrator Date: May 3, 2022 Subject: Parks & Recreation Vehicle Purchase Resolution No. 2022-____ Page 1 Resolution No. 2022-______ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS APPROVING THE PURCHASE OF A 2022 FORD ESCAPE FOR THE PARKS & RECREATION DEPARTMENT WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, the City’s Parks and Recreation Department has demonstrated its need for a new vehicle and, therefore, the budget for fiscal year 2023 designated $50,000 for a new vehicle; and, WHEREAS, the City determined that the need for a new vehicle is immediate and, therefore, secured quotes for a four (4) person SUV, one of which being received from a dealership which could provide immediate delivery and, therefore, due to the urgent need, the Department of Parks & Recreation recommended the acquisition of a 2022 Ford Escape as hereinafter provided. NOW THEREFORE, BE IT RESOLVED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1: That all of the recitals set forth above are incorporated herein as if fully restated in this Section 1. Section 2: That the City Council hereby approves the acquisition of a 2022 Ford Escape from Riverview Ford of Oswego, Illinois, for a purchase price of $35,557.24 and hereby waive the public bidding requirements for City purchases in excess of $25,000 as permitted by law. Section 3: That this Resolution shall be in full force and effect upon its passage by a 2/3 vote of the Alderman now holding office and approval by the Mayor, all as provided by law. Resolution No. 2022-____ Page 2 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2022. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ SEAVER TARULIS _________ JASON PETERSON _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2022. ______________________________ MAYOR Attest: ______________________________ CITY CLERK One Unit (MSRP)One Unit Total % Savings Total Savings Contract Price $37,400.00 $33,648.46 10.031 %$3,751.54 Factory Order $0.00 Tax (0.0000 %) $0.00 Tire fee $0.00 Total $33,648.46 Jesse Cooper Quoting Department Account Manager Account Manager Email: Fleet@NationalAutoFleetGroup.com Fleet@NationalAutoFleetGroup.com Office: (855) 289-6572 (855) 289-6572 Fax: (831) 480-8497 5/3/2022 Quote ID: 20176 Order Cut Off Date: TBA Mr Scott Sleezer United City of Yorkville 800 Game Farm Road Yorkville, Illinois, 60560 Dear Scott Sleezer, National Auto Fleet Group is pleased to quote the following vehicle(s) for your consideration. One (1) New/Unused (2022 Ford Explorer (K8B) Base 4WD, Factory Order ) and delivered to your specified location, each for - per the attached specifications. This vehicle(s) is available under the Sourcewell Contract 091521-NAF . Please reference this Contract number on all purchase orders to National Auto Fleet Group. Payment terms are Net 20 days after receipt of vehicle. Thank you in advance for your consideration. Should you have any questions, please do not hesitate to call. Sincerely, Purchase Order Instructions & Resources In order to finalize your purchase please submit this purchase packet to your governing body for a purchase order approval and submit your purchase order in the following way: Email: Fleet@NationalAutoFleetGroup.com Fax: (831) 480-8497 Mail: National Auto Fleet Group 490 Auto Center Drive Watsonville, CA 95076 We will send a courtesy confirmation for your order and a W-9 if needed. Additional Resources Learn how to track your vehicle: www.NAFGETA.com Use the upfitter of your choice: www.NAFGpartner.com Vehicle Status: ETA@NationalAutoFleetGroup.com General Inquiries: Fleet@NationalAutoFleetGroup.com For general questions or assistance please contact our main office at: 1-855-289-6572 Vehicle Configuration Options ENGINE Code Description 99H ENGINE: 2.3L ECOBOOST I-4, -inc: auto start-stop technology (STD) TRANSMISSION Code Description 44T TRANSMISSION: 10-SPEED AUTOMATIC, (STD) PRIMARY PAINT Code Description YZ OXFORD WHITE PAINT SCHEME Code Description ___STANDARD PAINT SEAT TYPE Code Description 7N SANDSTONE, CLOTH CAPTAIN'S CHAIRS, -inc: 8-way power driver's seat w/power function for tilt and recline, 4-way manual front passenger seat w/fore/aft and recline and 2-way manually adjustable driver and front passenger head restraints ADDITIONAL EQUIPMENT Code Description 153 FRONT LICENSE PLATE BRACKET 16A FRONT & SECOND ROW FLOOR LINERS (16A), -inc: Deletes standard black carpet floor mats OPTION PACKAGE Code Description 100A EQUIPMENT GROUP 100A 2022 Ford Explorer Base 4WD CODE MSRP K8B $35,745.00 99H $0.00 44T $0.00 YZ $0.00 ___$0.00 7N $0.00 153 $0.00 16A $160.00 100A $0.00 $35,905.00 $0.00 $1,495.00 $37,400.00 Est City: 19 MPG Est Highway: 17 MPG Est Highway Cruising Range: 353.60 mi 2022 Fleet/Non-Retail Ford Explorer Base 4WD WINDOW STICKER MODEL 2022 Ford Explorer Base 4WD OPTIONS ENGINE: 2.3L ECOBOOST I-4, -inc: auto start-stop technology (STD) TRANSMISSION: 10-SPEED AUTOMATIC, (STD) OXFORD WHITE STANDARD PAINT SANDSTONE, CLOTH CAPTAIN'S CHAIRS, -inc: 8-way power driver's seat w/power function for tilt and recline, 4-way manual front passenger seat w/fore/aft and recline and 2-way manually adjustable driver and front passenger head restraints FRONT LICENSE PLATE BRACKET FRONT & SECOND ROW FLOOR LINERS (16A), -inc: Deletes standard black carpet floor mats EQUIPMENT GROUP 100A Please note selected options override standard equipment SUBTOTAL Advert/ Adjustments Manufacturer Destination Charge TOTAL PRICE Any performance-related calculations are offered solely as guidelines. Actual unit performance will depend on your operating conditions. Standard Equipment MECHANICAL Engine: 2.3L EcoBoost I-4 -inc: auto start-stop technology Transmission: 10-Speed Automatic 3.58 Non-Limited-Slip Rear Axle Ratio GVWR: 6,160 lbs 50 State Emissions System Flexible Fuel Vehicle (FFV) system is standard equipment for vehicles with the 3.3L Ti-VCT V6 FFV engine. Transmission w/Driver Selectable Mode Automatic Full-Time Four-Wheel Drive Battery w/Run Down Protection Regenerative Alternator Towing Equipment -inc: Trailer Sway Control Gas-Pressurized Shock Absorbers Front And Rear Anti-Roll Bars Electric Power-Assist Speed-Sensing Steering 17.9 Gal. Fuel Tank Quasi-Dual Stainless Steel Exhaust Auto Locking Hubs Strut Front Suspension w/Coil Springs Multi-Link Rear Suspension w/Coil Springs 4-Wheel Disc Brakes w/4-Wheel ABS, Front And Rear Vented Discs, Brake Assist, Hill Descent Control, Hill Hold Control and Electric Parking Brake EXTERIOR Wheels: 18" 5-Spoke Silver-Painted Aluminum Tires: P255/65R18 AS BSW -inc: mini spare Steel Spare Wheel Spare Tire Mounted Inside Under Cargo Clearcoat Paint Body-Colored Front Bumper Body-Colored Rear Bumper w/Black Rub Strip/Fascia Accent Black Bodyside Cladding and Black Wheel Well Trim Black Side Windows Trim, Black Front Windshield Trim and Black Rear Window Trim Black Door Handles Black Power Side Mirrors w/Manual Folding Fixed Rear Window w/Fixed Interval Wiper, Heated Wiper Park and Defroster Deep Tinted Glass Speed Sensitive Variable Intermittent Wipers Galvanized Steel/Aluminum Panels Lip Spoiler Black Grille Power Liftgate Rear Cargo Access Tailgate/Rear Door Lock Included w/Power Door Locks Autolamp Auto On/Off Aero-Composite Led Low/High Beam Auto High-Beam Daytime Running Lights Preference Setting Headlamps w/Delay-Off LED Brakelights Headlights-Automatic Highbeams ENTERTAINMENT Radio: AM/FM Stereo -inc: MP3 capability, 6 speakers, speed-compensated volume and SiriusXM radio w/a 3 month prepaid subscription, Service is not available in Alaska and Hawaii, SiriusXM audio and data services each require a subscription sold separately, or as a package, by Sirius XM radio inc, If you decide to continue service after your trial, the subscription plan you choose will automatically renew thereafter and you will be charged according to your chosen payment method at then-current rates, Fees and taxes apply, To cancel you must call SiriusXM at 1-866-635-2349, See SiriusXM customer agreement for complete terms at www.siriusxm.com, All fees and programming subject to change, Trial subscriptions not available in Alaska and Hawaii Radio w/Seek-Scan, Clock, Steering Wheel Controls and Internal Memory Streaming Audio Integrated Roof Antenna SYNC 3 Communications & Entertainment System -inc: enhanced voice recognition, 8" LCD capacitive touchscreen in center stack w/swipe capability, AppLink, 911 Assist, Apple Car Play and Android Auto compatibility and 1 "A" and 1 "C" USB ports in the media hub, Bluetooth Wireless Phone Connectivity 2 LCD Monitors In The Front INTERIOR Bucket Front Seats w/Cloth Back Material Driver Seat Passenger Seat 35-30-35 Folding Split-Bench Front Facing Manual Reclining Fold Forward Seatback Cloth Rear Seat w/Manual Fore/Aft Manual Tilt/Telescoping Steering Column Gauges -inc: Speedometer, Odometer, Engine Coolant Temp, Tachometer, Oil Level, Trip Odometer and Trip Computer Power Rear Windows and Fixed 3rd Row Windows Fixed 50-50 Bench Cloth 3rd Row Seat Front, Manual Fold Into Floor, 2 Manual and Adjustable Head Restraints Front Cupholder Rear Cupholder Compass Remote Keyless Entry w/Integrated Key Transmitter, Illuminated Entry, Illuminated Ignition Switch and Panic Button Remote Releases -Inc: Power Cargo Access Cruise Control w/Steering Wheel Controls Voice Activated Dual Zone Front Automatic Air Conditioning Rear HVAC w/Separate Controls HVAC -inc: Underseat Ducts and Headliner/Pillar Ducts Locking Glove Box Driver Foot Rest Interior Trim -inc: Metal-Look/Piano Black Instrument Panel Insert, Metal-Look/Piano Black Door Panel Insert, Piano Black Console Insert and Chrome/Metal-Look Interior Accents Full Cloth Headliner Cloth Door Trim Insert Cloth Captain's Chairs -inc: 8-way power driver's seat w/power function for tilt and recline, 4-way manual front passenger seat w/fore/aft and recline and 2-way manually adjustable driver and front passenger head restraints Day-Night Rearview Mirror Driver And Passenger Visor Vanity Mirrors w/Driver And Passenger Illumination, Driver And Passenger Auxiliary Mirror Full Floor Console w/Covered Storage, Mini Overhead Console w/Storage and 5 12V DC Power Outlets Front And Rear Map Lights Fade-To-Off Interior Lighting Full Carpet Floor Covering -inc: Carpet Front And Rear Floor Mats Carpet Floor Trim Trunk/Hatch Auto-Latch Cargo Area Concealed Storage Cargo Space Lights FOB Controls -inc: Cargo Access Smart Device Remote Engine Start FordPass Connect -inc: 4G LTE Wi-Fi hotspot connects up to 10 devices w/wireless data trial that begins upon AT&T activation and expires at the end of 3 months or when 3GB of data is used, whichever comes first, but cannot extend beyond the trial subscription period for remote features, To activate, go to www.att.com/ford, remotely start, lock and unlock vehicle, schedule specific times to remotely start vehicle, locate parked vehicle and check vehicle status (FordPass Connect, the Ford Pass App, and Complimentary Connected Services are required for remote features (see FordPass terms for details), Connected Service and features depend on compatible AT&T network availability, Evolving technology/cellular networks/vehicle capability may limit functionality and prevent operation of connected features, Connected services excludes Wi-Fi hotspot.), Note: Ford Telematics and data services prep included for fleet only: FordPass Connect 4G Wi-Fi modem provides data to support telematics and data services including but not limited to vehicle location, speed, idle time, fuel, vehicle diagnostics and maintenance alerts, Device enables telematics services through Ford or authorized providers, Activate at www.fleet.ford.com or call 833-FCS-Ford, (833-327-3673) Driver / Passenger And Rear Door Bins Power 1st Row Windows w/Driver And Passenger 1-Touch Up/Down Delayed Accessory Power Power Door Locks w/Autolock Feature Systems Monitor Trip Computer Outside Temp Gauge Analog Appearance Manual Adjustable Rear Head Restraints Front Center Armrest 2 Seatback Storage Pockets Securilock Anti-Theft Ignition (pats) Engine Immobilizer 5 12V DC Power Outlets Air Filtration SAFETY AdvanceTrac w/Roll Stability Control Electronic Stability Control (ESC) And Roll Stability Control (RSC) Terrain Management System ABS And Driveline Traction Control Side Impact Beams Dual Stage Driver And Passenger Seat-Mounted Side Airbags Reverse Sensing System Rear Parking Sensors Ford Co-Pilot360 - BLIS (Blind Spot Information System) Blind Spot Ford Co-Pilot360 - Pre-Collision Assist with Pedestrian Detection and Cross-Traffic Alert Lane Keeping Alert Lane Keeping Assist Lane Keeping Alert Lane Departure Warning Collision Mitigation-Front Driver Monitoring-Alert Tire Specific Low Tire Pressure Warning Dual Stage Driver And Passenger Front Airbags Safety Canopy System Curtain 1st, 2nd And 3rd Row Airbags Airbag Occupancy Sensor Driver And Passenger Knee Airbag Mykey System -inc: Top Speed Limiter, Audio Volume Limiter, Early Low Fuel Warning, Programmable Sound Chimes and Beltminder w/Audio Mute Rear Child Safety Locks Outboard Front Lap And Shoulder Safety Belts -inc: Rear Center 3 Point, Height Adjusters and Pretensioners Back-Up Camera w/Washer 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 #3 Tracking Number CC 2021-04 City Buildings Updates City Council – May 10, 2022 None Informational Bart Olson Administration Name Department Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: If new information is available at the time of the meeting, then a discussion will be held. Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #4 Tracking Number CC 2021-38 Water Study Update City Council – May 10, 2022 None Informational Bart Olson Administration Name Department