Village Board agenda — October 5, 2026 (full text)

AGENDA Village Board of East Aurora October 5, 2026, Regular Meeting at 7 pm 1. CALL MEETING TO ORDER A. Pledge of Allegiance B. Roll Call 2. PUBLIC HEARINGS A. Community Development Block Grant 3. SPEAKERS & COMMUNICATIONS – Agenda items only 4. CONSENT CONSIDERATIONS A. Approval of Minutes of Village Board Meeting for September 21, 2026. B. Approval of Payment for October 5, 2026, Abstract 2026/2027 fiscal year for a total of $218,450.44. C. Accept the following as members of the East Aurora Fire Department: Ryan Fiegl. D. Approve a Temporary Use Permit for Victoria Sturman of EA Chamber of Commerce Holiday Magic in the Village, Saturday, December 19, 2026,12 - 4 pm at the Roycroft Campus. E. Approve a Temporary Use Permit for Joel Brandon of EA Rotary Foundation East Aurora Wonderland on Friday, Nov 27 & Dec 4, 11 & 18 from 12-8 pm; Saturday, Nov 28 & Dec 5,12 &19 from 12-8 pm; and Sunday, Nov 29 & Dec 6, 13 & 20 from 12-4 pm at the Roycroft Campus. F. Approve a Temporary Use Permit for Holly Layer of East Aurora Runners to hold the Turk-EA-Trot on November 26, 2026, at 9 am. G. Set a public hearing for November 2, 2026, to consider changing a section of the Village Code for the development of any self-storage facilities. H. Authorize the Mayor of the Village of East Aurora or his designee to sign, submit, and execute contracts for ECCDBG-funded projects, upon approval of the ECCDBG program for the projects, listed in order of their ranking priority: i. Police Station Elevator Modernization ii. Rural Transit Service program for the 2027 - 2028 year; 5. OFFICIAL CONSIDERATIONS A. Approve a peddler solicitor permit for Michael Yohe to operate a horse-drawn carriage B. Approve a Temporary Use Permit for Victoria Sturman of the EA Chamber of Commerce Carolcade Friday, December 18, 2026, 7-8 pm on Main Street in front of Vidler’s. C. Approval of a Determination of Non-Significance pursuant to the State Environmental Quality Review Act in the matter of 206 Main Street, Ryan Kanowski, to modify the facade that includes the installation of a 10'x12' roll-up door, a double door, and to extend the wall and roof for the enlargement of the interior stairway. D. Approve a Site Plan application for 206 Main Street, Ryan Kanowski, to modify the facade that includes the installation of a 10'x12' roll- up door, a double door, and to extend the wall and roof for the enlargement of the interior stairway. E. Approve a Special Use Permit for 206 Main Street, Dylan Smith and Paige Lingenfelter, tenants of West End Social, for a restaurant with indoor and outdoor dining with no change to the current parking allotment. 6. OLD BUSINESS A. Pine and Girard All-Way Stop 7. NEW BUSINESS 8. SPEAKERS & COMMUNICATIONS (II) 9. DEPARTMENT HEAD REPORT 10. ADJOURNMENT

AGREEMENT WITH ERIE COUNTY FOR THE COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM Trustee _______, offered the following resolution and moved for its adoption: WHEREAS, the Village Board of the Village of East Aurora desires to enter into a contract to participate in the Erie County Community Development Block Grant (ECCDBG) program for the following projects, listed in order of their ranking of priority by the East Aurora Village Board: 1. Police Station Elevator Modernization 2.Rural Transit Service program for the 2027 - 2028 year; WHEREAS, the Village Board of the Village of East Aurora deems it in the public interest to authorize the Mayor of the Village of East Aurora to sign, submit, and execute contracts for ECCDBG- funded projects, upon approval of the ECCDBG program for the aforementioned projects. NOW, THEREFORE BE IT RESOLVED, that the Village Board of the Village of East Aurora hereby authorizes the Mayor of the Village of East Aurora to sign, submit, and execute contracts for ECCDBG- funded projects, upon approval of the ECCDBG program for the following projects, listed in order of their ranking priority: 1. Police Station Elevator Modernization 2. Rural Transit Service program for the 2027 - 2028 year; BE IT FURTHER RESOLVED, that the Village Clerk–Treasurer forward a certified copy of this resolution to the ECCDBG Erie County Consortium. The foregoing resolution was seconded by Trustee _____, and was unanimously approved

VILLAGE OF EAST AURORA VILLAGE BOARD MEETING September 21, 2026 – 7:00 PM Present: Trustee Lazickas Trustee Cameron Trustee Viger Trustee Kamp Mayor Wochensky Absent: Trustee Root Trustee Bojanowski Also Present: Maureen Jerackas, Clerk-Treasurer Kevin Rautenstrauch, Village Attorney Liz Cassidy, Code Enforcement Officer Jeff Stoll, General Foreman Patrick Welch, Police Chief 36 Members of the public PUBLIC HEARINGS • Mayor Wochensky opened the Public Hearing at 7:03 pm to consider a Site Plan Application at 63 South Grove Street, David Surpinski, to construct an addition. o No public comment. Mayor Wochensky closed the Public Hearing at 7:03 pm. • Mayor Wochensky opened the Public Hearing at 7:04 pm to consider a Site Plan application for a wireless facility at the utility pole at 30 Buffalo. o No public comment Mayor Wochensky closed the Public Hearing at 7:04 pm. • Mayor Wochensky opened the Public Hearing at 7:04 pm to consider a Site Plan application for a wireless facility at the utility pole at 340 Prospect. o No public comment Mayor Wochensky closed the Public Hearing at 7:04 pm. • Mayor Wochensky opened the Public Hearing at 7:05 pm to consider a Site Plan application for a wireless facility at the utility pole at 114 North Willow. o No public comment Mayor Wochensky closed the Public Hearing at 7:05 pm. • Mayor Wochensky opened the Public Hearing at 7:05 pm to consider a Site Plan application for 206 Main Street, Ryan Kanowski, to modify the facade that includes the installation of a 10'x12' roll-up door, a double door, and to extend the wall and roof for the enlargement of the interior stairway. o Mayor Wochensky reviewed the difference between the site plan and the special use permit. The applicant reviewed a PowerPoint showing the site plan. Mayor Wochensky read letters from Holly Schintzius, Mary Ann Coley, Sarah Taberski, Brandon Piecyznski, Evaleen Ziemba. All letters are attached to the minutes. o Karen Spencer- 31 Hamlin- She read a letter that she sent to the Village Board. The letter is attached to the minutes.

o Tony Rosati- 461 Griggs Place- He noted that the previous owner had an agreement to have the employees park offsite to try to relieve the parking situation and suggested that they do that with this application. o Joann Gearhart- 48 South Willow- She has concerns about parking and noise. o Sarah Taberski- 28 Hamlin- She has no problem with the work on the outside of the building but has concerns at the potential overflow of people in the area, the noise and her belief that there is a lack of police presence for non-emergency matters in that area. o Dan Dytchkowskj- 43 North Willow- He spoke about safety with increased traffic. He said that when there is snow, emergency vehicles can’t get down in those areas. o Greg Callahan- 206 West Fillmore- He has concerns about the potential noise, the hours of operation and the parking situation. o Jinx Griffin- 24 Hamlin- She has concerns about people on the sidewalk, the garage door being open and the noise. o Marilyn Scattoreggio- 418 Prospect – She said that she has a son that lives at 38 South Willow and read the village code for noise because she believes noise is an issue. o Holly Schintzius- 31 North Willow- She said that she is less concerned with the beautification of the property and said that quality of life is more important. She has concerns about this being a concert hall and the noise. o Tim Walton- Live Events Promoter - He is for the remodel and believes that parking and the noise will not change from the previous business. He said that it seems like more of a policing issue if people aren’t following the rules and that the ticket booth is just to maintain the crowds. o Vince Croblio- CJ Sound- He said that he is working with the applicant and asked if there were previous complaints about sound. He explained what he is doing to try and control the sound levels in the venue. o Mitch Sanic- He said that he is the designer for the renovations for the applicants and is working with the Village Code Enforcement department to get the building up to standard with the changes. He said that the intent and purpose of the business have not changed from what was there before. He said that there were code issues with the stairs that need to be addressed during the renovations. Trustee Lazickas asked about the drawing with the East and West direction and which side the door was going on. Mr. Sanic explained that it would be the Hamlin Street side. Mayor Wochensky closed the Public Hearing at 8:01 pm. • Mayor Wochensky opened the Public Hearing at 8:01 pm to consider a Special Use Permit for 206 Main Street, Dylan Smith and Paige Lingenfelter, tenants of West End Social, for a restaurant with indoor and outdoor dining with no change to the current parking allotment. o Mayor Wochensky noted that all correspondence for the site plan public hearing could also apply for this public hearing. o Karen Spencer- 31 Hamlin- She finished reading her letter, which is attached to the minutes. o Holly Schintzius- 31 North Willow- She has concerns with the hours of operation and that residents stopped complaining because nothing was being done. She believes this business would be better located elsewhere. Mayor Wochensky closed the Public Hearing at 8:06 pm. • Mayor Wochensky opened the Public Hearing at 8:06 pm to consider Keeping Other than Household Pets Permit-6 Hens, 281 Olean, Virginia Coleman & Ryan Aures. o No public comment Mayor Wochensky closed the Public Hearing at 8:07 pm. SPEAKERS & COMMUNICATIONS (I) – Agenda Items Only o Jesse Griffis- 1955 Boise Rd- Chair of the Village Tree Board- He expressed that the draft policy online does not reflect what the Tree Board would like to see in the Memorial Tree Policy. o Nancy Smith- 195 Sycamore- She said that the Tree Board was not contacted that this Memorial Tree Policy was on the agenda. Trustee Cameron said that she is happy that the policy is being

implemented but was not a part of the construction of it. Mayor Wochensky noted that the final version of the policy was not attached; he will send it over to the Tree Board, and no motion will be made on that today. CONSENT CONSIDERATIONS Trustee Lazickas asked about the GDAC event; Mayor Wochensky reviewed the event and added that Babcia's pierogies will also be served. • A Motion by Trustee Kamp to approve all consent agenda items, o Approval of Minutes of Village Board Meeting for September 8, 2026. o Approval of Payment for September 21, 2026, Abstract 2026/2027 fiscal year for a total of $91,865.25. o Resolution of the Village of East Aurora of a Determination of Non-Significance pursuant to the State Environmental Quality Review Act (SEQRA) in the matter of the Site Plan Application for 63 South Grove, to remove and reconstruct a rear deck that is required to be moved so a rear addition can be constructed WHEREAS, the applicant has filed Part 1 of the Short Environmental Assessment Form (SEAF) with this Board, a copy of which is included by reference and made a part hereof, relating to the proposed project at 49 Knox, East Aurora, New York, wherein the applicant, David Supinski; and WHEREAS, the Village Planning Commission, after carefully and fully reviewing the application, including the Site Plan attached thereto, with any and all amendments and modifications, and considering comments and documentation presented for and against the project, voted in the majority recommending approval, with findings; and WHEREAS, the Village SEQRA Intake Committee carefully and fully reviewed Part 1 of the SEAF submitted by applicants including the Site Plan attached thereto, and the above-referenced amendments and modifications; and WHEREAS, the Village SEQRA Intake Committee, after its review of the above, prepared Parts 2 and 3 of the SEAF with a recommendation of the issuance of the Negative Declaration of Environmental Significance for submission to, and consideration by, the Village Board; and WHEREAS, the Village Board of Trustees, upon taking an independent hard look and reasoned evaluation of the above-referenced information, comments and written documentation, including, but not limited to, Part 1 of the SEAF; comments, recommendations, findings and conditions of the Planning Commission; the Site Plan; and the recommendation of the SEQRA Intake Committee and that Committee’s completed Parts 2 and 3 of the SEAF concerning the potential environmental impacts of the project; all of which are incorporated by reference herein; and WHEREAS, the Village Board, upon carefully and fully reviewing all the information, comments, and written documentation in regard to the project, made a finding that there are no significant environmental impacts. NOW, THEREFORE, BE IT RESOLVED, that the Village Board of East Aurora as Lead Agency has determined that the proposed action described in the SEAF, submitted by the applicants, for the site plan proposed to remove and reconstruction of a rear deck that is required to be moved so a rear addition can be constructed at 63 South Grove, as detailed in the Site Plan Application dated August 12, 2026, is classified as an Unlisted Action and therefore issues a Negative Declaration, that this development will not have a significant environmental impact and a Draft Environmental Impact Statement will not be required nor prepared. o Resolution of the Village Board of East Aurora Approving the Site Plan for 63 South Grove, Applicant David Supinski, to remove and reconstruct a rear deck that is required to be moved so a rear addition can be constructed WHEREAS, an application has been submitted for Site Plan Approval at the above-referenced property by applicant David Supinski,

WHEREAS, the Village Board referred the site plan to the Planning Commission for review, comment, and recommendation, and the Planning Commission resolution recommending site plan approval, with findings; and WHEREAS, the Village’s SEQRA Intake Committee considered the application and reviewed Part 1 of the Short Environmental Assessment Form submitted by the applicant and completed Part 2 and Part 3 thereof on behalf of the Village, and it was the recommendation of the SEQRA Committee and approved by the Village Board as a Negative Declaration, including that the proposed development plan is an Unlisted Action and would have no significant environmental impact; and WHEREAS, the Village Board at a public meeting reviewed and considered further the comments and all written materials submitted by the applicant and all other information and recommendations before the Board, including minutes of prior Village Board meetings and the recommendations from the SEQRA Intake Committee and Planning Commission, and the referral and response from the; and WHEREAS, the Village Board received and considered the Site Plan, the above referenced upgrades, and any and all amendments thereof; and WHEREAS, the Village Board has separately considered the environmental impacts of the project, declared itself Lead Agency and issued a Negative Declaration of environmental significance, with the proposal classified as an Unlisted Action. NOW, THEREFORE, BE IT RESOLVED, by the Village Board as follows: 1. The Findings of Fact of the SEQRA Intake Committee, the resolution with findings of the Planning Commission, and the site plan application, all information included in the minutes taken in relation to the abovementioned Village Board and Planning Commission meetings are herein incorporated by reference, including the following findings of the Planning Commission: The application is for a minor modification to the structure, code-compliant, and not visible from the street. 2. The Resolution of the Village Board considering the environmental impacts of the project and the issuance of a Negative Declaration of Environmental Significance is incorporated herein by reference. 3. The Site Plan relating to the proposed project at 63 South Grove Street, East Aurora, New York, wherein the applicant proposes to remove and reconstruct a rear deck that is required to be moved so a rear addition can be constructed as detailed on documents submitted with the application, is hereby approved and is subject to the following additional conditions: a. ______________________________________________________________ ______________________________________________________________ ______________________________________________________________ 4. The resolution is effective immediately, approving the issuance of a development and construction permit as hereinbefore set forth, subject to compliance with all applicable federal, state, and local laws and codes. o Resolution of the Village of East Aurora of a Determination of Non-Significance pursuant to the State Environmental Quality Review Act (SEQRA) in the matter of the Site Plan Application for 30 Buffalo Road, for a micro cell wireless telecommunication antenna and associated equipment on an existing 43’ high NYSEG-owned utility pole. WHEREAS, the applicant has filed Part 1 of the Short Environmental Assessment Form (SEAF) with this Board, a copy of which is included by reference and made a part hereof, relating to the proposed project at 30 Buffalo Road, East Aurora, New York, wherein the applicant Jared C. Lusk, Esq; and WHEREAS, the Village Planning Commission, after carefully and fully reviewing the application, including the Site Plan attached thereto, with any and all amendments and modifications, and considering comments and documentation presented for and against the project, voted in the majority recommending approval, with findings; and

WHEREAS, the Village SEQRA Intake Committee carefully and fully reviewed Part 1 of the SEAF submitted by applicants including the Site Plan attached thereto, and the above-referenced amendments and modifications; and WHEREAS, the Village SEQRA Intake Committee, after its review of the above, prepared Parts 2 and 3 of the SEAF with a recommendation of the issuance of the Negative Declaration of Environmental Significance for submission to, and consideration by, the Village Board; and WHEREAS, the Village Board of Trustees, upon taking an independent hard look and reasoned evaluation of the above-referenced information, comments and written documentation, including, but not limited to, Part 1 of the SEAF; comments, recommendations, findings and conditions of the Planning Commission; the Site Plan and the recommendation of the SEQRA Intake Committee and that Committee’s completed Parts 2 and 3 of the SEAF concerning the potential environmental impacts of the project; all of which are incorporated by reference herein; and WHEREAS, the Village Board, upon carefully and fully reviewing all the information, comments and written documentation in regard to the project, made a finding that there are no significant environmental impacts. NOW, THEREFORE, BE IT RESOLVED, that the Village Board of East Aurora as Lead Agency has determined that the proposed action described in the SEAF, submitted by the applicants, for the site plan proposed a micro cell wireless telecommunication antenna and associated equipment on an existing 43’ high NYSEG-owned utility pole at 30 Buffalo Rd, as detailed in the Site Plan Application dated July 1st, 2026, is classified as an Unlisted Action and therefore issues a Negative Declaration, that this development will not have a significant environmental impact and a Draft Environmental Impact Statement will not be required nor prepared. o Resolution of the Village Board of East Aurora Approving the Site Plan for 30 Buffalo Road, applicant Jared C. Lusk, Esq for a micro cell wireless telecommunication antenna and associated equipment on an existing 43’ high NYSEG-owned utility pole. WHEREAS, an application has been submitted for Site Plan Approval at the above-referenced property by applicant Jared C. Lusk, Esq., project attorney, WHEREAS, the Village Board referred the site plan to the Planning Commission for review, comment, and recommendation, and the Planning Commission resolution recommending site plan approval, with findings and no conditions; and WHEREAS, the Village’s SEQRA Intake Committee considered the application and reviewed Part 1 of the Short Environmental Assessment Form submitted by the applicant and completed Part 2 and Part 3 thereof on behalf of the Village, and it was the recommendation of the SEQRA Committee and approved by the Village Board as a Negative Declaration, including that the proposed development plan is an Unlisted Action and would have no significant environmental impact; and WHEREAS, the Village Board at a public meeting reviewed and considered further the comments and all written materials submitted by the applicant and all other information and recommendations before the Board, including minutes of prior Village Board meetings and the recommendations from the SEQRA Intake Committee and Planning Commission, and the referral and response from Erie County Division of Planning declaring: No Recommendation; proposed action has been reviewed and determined to be of local concern; and WHEREAS, the Village Board received and considered the Site Plan, the above referenced upgrades, and any and all amendments thereof; and WHEREAS, the Village Board has separately considered the environmental impacts of the project, declared itself Lead Agency and issued a Negative Declaration of environmental significance, with the proposal classified as an Unlisted Action. NOW, THEREFORE, BE IT RESOLVED, by the Village Board as follows: 1. The Findings of Fact of the SEQRA Intake Committee, the resolution with findings of the Planning Commission, and the site plan application, all information included in the minutes

taken in relation to the abovementioned Village Board and Planning Commission meetings, are herein incorporated by reference, including the following findings of the Planning Commission: a. The project promises to provide an enhanced service to the people in certain underserved areas of the Village. b. It will have minimal visual and auditory impact. c. There will be no tree trimming. d. The selection of the location is a result of careful evaluation of several alternatives in each of the areas. e. No operational lights associated with the micro cell. f. No ability to alter the position or color of the micro cell box on the pole. 2. The Resolution of the Village Board considering the environmental impacts of the project and the issuance of a Negative Declaration of Environmental Significance is incorporated herein by reference. 3. The Site Plan relating to the proposed project at 30 Buffalo Road, East Aurora, New York, wherein the applicant proposes a micro cell wireless telecommunication antenna and associated equipment on an existing 43’ high NYSEG-owned utility pole, as detailed on documents submitted with the application, is hereby approved and is subject to the following additional conditions: a. ______________________________________________________________ ______________________________________________________________ ______________________________________________________________ 4. The resolution is effective immediately, approving the issuance of a development and construction permit as hereinbefore set forth, subject to compliance with all applicable federal, state and local laws and codes. o Resolution of the Village of East Aurora of a Determination of Non-Significance pursuant to the State Environmental Quality Review Act (SEQRA) in the matter of the Site Plan Application for 340 Prospect Ave, micro cell wireless telecommunication antenna and associated equipment on an existing 38.5’ high NYSEG-owned utility pole. WHEREAS, the applicant has filed Part 1 of the Short Environmental Assessment Form (SEAF) with this Board, a copy of which is included by reference and made a part hereof, relating to the proposed project at 340 Prospect Avenue, East Aurora, New York, wherein the applicant, Jared C. Lusk, Esq., project attorney; and WHEREAS, the Village Planning Commission, after carefully and fully reviewing the application, including the Site Plan attached thereto, with any and all amendments and modifications, and considering comments and documentation presented for and against the project, voted in the majority recommending approval, with findings; and WHEREAS, the Village SEQRA Intake Committee carefully and fully reviewed Part 1 of the SEAF submitted by applicants including the Site Plan attached thereto, and the above-referenced amendments and modifications; and WHEREAS, the Village SEQRA Intake Committee, after its review of the above, prepared Parts 2 and 3 of the SEAF with a recommendation of the issuance of the Negative Declaration of Environmental Significance for submission to, and consideration by, the Village Board; and WHEREAS, the Village Board of Trustees, upon taking an independent hard look and reasoned evaluation of the above-referenced information, comments and written documentation, including, but not limited to, Part 1 of the SEAF; comments, recommendations, findings and conditions of the Planning Commission; the Site Plan; and the recommendation of the SEQRA Intake Committee and that Committee’s completed Parts 2 and 3 of the SEAF concerning the potential environmental impacts of the project; all of which are incorporated by reference herein; and WHEREAS, the Village Board, upon carefully and fully reviewing all the information, comments, and written documentation in regard to the project, made a finding that there are no significant environmental impacts.

NOW, THEREFORE, BE IT RESOLVED, that the Village Board of East Aurora as Lead Agency has determined that the proposed action described in the SEAF, submitted by the applicants, for the site plan proposed for a micro cell wireless telecommunication antenna and associated equipment on an existing 38.5’ high NYSEG-owned utility pole at 340 Prospect Avenue, as detailed in the Site Plan Application dated July 2, 2026, is classified as an Unlisted Action and therefore issues a Negative Declaration, that this development will not have a significant environmental impact and a Draft Environmental Impact Statement will not be required nor prepared. o Resolution of the Village Board of East Aurora Approving the Site Plan 340 Prospect, for applicant Jared C. Lusk, Esq for a micro cell wireless telecommunication antenna and associated equipment on an existing 38.5’ high NYSEG-owned utility pole. WHEREAS, an application has been submitted for Site Plan Approval at the above-referenced property by applicant Jared C. Lusk, Esq., project attorney, WHEREAS, the Village Board referred the site plan to the Planning Commission for review, comment, and recommendation, and the Planning Commission resolution recommending site plan approval, with findings and no conditions; and WHEREAS, the Village’s SEQRA Intake Committee considered the application and reviewed Part 1 of the Short Environmental Assessment Form submitted by the applicant and completed Part 2 and Part 3 thereof on behalf of the Village, and it was the recommendation of the SEQRA Committee and approved by the Village Board as a Negative Declaration, including that the proposed development plan is an Unlisted Action and would have no significant environmental impact; and WHEREAS, the Village Board at a public meeting reviewed and considered further the comments and all written materials submitted by the applicant and all other information and recommendations before the Board, including minutes of prior Village Board meetings and the recommendations from the SEQRA Intake Committee and Planning Commission, WHEREAS, the Village Board received and considered the Site Plan, the above referenced upgrades, and any and all amendments thereof; and WHEREAS, the Village Board has separately considered the environmental impacts of the project, declared itself Lead Agency, and issued a Negative Declaration of environmental significance, with the proposal classified as Unlisted Action. NOW, THEREFORE, BE IT RESOLVED, by the Village Board as follows: 1. The Findings of Fact of the SEQRA Intake Committee, the resolution with findings of the Planning Commission, and the site plan application, all information included in the minutes taken in relation to the abovementioned Village Board and Planning Commission meetings, are herein incorporated by reference, including the following findings of the Planning Commission: I. The project promises to provide an enhanced service to the people in certain underserved areas of the Village. II. It will have minimal visual and auditory impact. III. There will be no tree trimming. IV. The selection of the location is a result of careful evaluation of several alternatives in each of the areas. V. No operational lights associated with the micro cell. VI. No ability to alter the position or color of the micro cell box on the pole. 2. The Resolution of the Village Board considering the environmental impacts of the project and the issuance of a Negative Declaration of Environmental Significance is incorporated herein by reference. 3. The Site Plan relating to the proposed project at 340 Prospect Avenue, East Aurora, New York, wherein the applicant proposes a micro cell wireless telecommunication antenna and associated equipment on an existing 38.5’ high NYSEG-owned utility pole, as detailed on documents submitted with the application, is hereby approved and is subject to the following additional conditions:

a. ______________________________________________________________ ______________________________________________________________ ______________________________________________________________ 4. The resolution is effective immediately, approving the issuance of a development and construction permit as hereinbefore set forth, subject to compliance with all applicable federal, state, and local laws and codes. o Resolution of the Village of East Aurora of a Determination of Non-Significance pursuant to the State Environmental Quality Review Act (SEQRA) in the matter of the Site Plan Application for 114 North Willow for a micro cell wireless telecommunication antenna and associated equipment and to replace a 38.5’ high NYSEG-owned utility pole. WHEREAS, the applicant has filed Part 1 of the Short Environmental Assessment Form (SEAF) with this Board, a copy of which is included by reference and made a part hereof, relating to the proposed project at 114 North Willow, East Aurora, New York, wherein the applicant, Jared C. Lusk, Esq.; and WHEREAS, the Village Planning Commission, after carefully and fully reviewing the application, including the Site Plan attached thereto, with any and all amendments and modifications, and considering comments and documentation presented for and against the project, voted in the majority recommending approval, with findings; and WHEREAS, the Village SEQRA Intake Committee carefully and fully reviewed Part 1 of the SEAF submitted by applicants including the Site Plan attached thereto, and the above-referenced amendments and modifications; and WHEREAS, the Village SEQRA Intake Committee, after its review of the above, prepared Parts 2 and 3 of the SEAF with a recommendation of the issuance of the Negative Declaration of Environmental Significance for submission to, and consideration by, the Village Board; and WHEREAS, the Village Board of Trustees, upon taking an independent hard look and reasoned evaluation of the above-referenced information, comments and written documentation, including, but not limited to, Part 1 of the SEAF; comments, recommendations, findings and conditions of the Planning Commission, the Site Plan and the recommendation of the SEQRA Intake Committee and that Committee’s completed Parts 2 and 3 of the SEAF concerning the potential environmental impacts of the project; all of which are incorporated by reference herein; and WHEREAS, the Village Board, upon carefully and fully reviewing all the information, comments and written documentation in regard to the project, made a finding that there are no significant environmental impacts. NOW, THEREFORE, BE IT RESOLVED, that the Village Board of East Aurora as Lead Agency has determined that the proposed action described in the SEAF, submitted by the applicants, for the site plan proposed to for a micro cell wireless telecommunication antenna and associated equipment and to replace a 38.5’ high NYSEG-owned utility pole at 114 North Willow, as detailed in the Site Plan Application dated July 13, 2026, is classified as an Unlisted Action and therefore issues a Negative Declaration, that this development will not have a significant environmental impact and a Draft Environmental Impact Statement will not be required nor prepared. o Resolution of the Village Board of East Aurora Approving the Site Plan for 114 North Willow St, applicant Jared C. Lusk, Esq., for a micro cell wireless telecommunication antenna and associated equipment on a new 38.5’ high NYSEG-owned utility pole WHEREAS, an application has been submitted for Site Plan Approval at the above-referenced property by applicant Jared C. Lusk, Esq., project attorney, WHEREAS, the Village Board referred the site plan to the Planning Commission for review, comment, and recommendation, and the Planning Commission resolution recommending site plan approval, with findings and no conditions; and WHEREAS, the Village’s SEQRA Intake Committee considered the application and reviewed Part 1 of the Short Environmental Assessment Form submitted by the applicant and completed Part 2 and Part 3 thereof on behalf of the Village, and it was the recommendation of the SEQRA

Committee and approved by the Village Board as a Negative Declaration, including that the proposed development plan is an Unlisted Action and would have no significant environmental impact; and WHEREAS, the Village Board at a public meeting reviewed and considered further the comments and all written materials submitted by the applicant and all other information and recommendations before the Board, including minutes of prior Village Board meetings and the recommendations from the SEQRA Intake Committee and Planning Commission, WHEREAS, the Village Board received and considered the Site Plan, the above-referenced upgrades, and any and all amendments thereof; and WHEREAS, the Village Board has separately considered the environmental impacts of the project, declared itself Lead Agency, and issued a Negative Declaration of environmental significance, with the proposal classified as Unlisted Action. NOW, THEREFORE, BE IT RESOLVED, by the Village Board as follows: 1. The Findings of Fact of the SEQRA Intake Committee, the resolution with findings of the Planning Commission, and the site plan application, all information included in the minutes taken in relation to the abovementioned Village Board and Planning Commission meetings, are herein incorporated by reference, including the following findings of the Planning Commission: I. The project promises to provide enhanced service to the people in certain underserved areas of the Village. II. It will have minimal visual and auditory impact. III. There will be no tree trimming. IV. The selection of the location is a result of careful evaluation of several alternatives in each of the areas. V. No operational lights associated with the micro cell. 2. No ability to alter the position or color of the micro cell box on the pole. 3. The Resolution of the Village Board considering the environmental impacts of the project and the issuance of a Negative Declaration of Environmental Significance is incorporated herein by reference. 4. The Site Plan relating to the proposed project at 114 North Willow Street, East Aurora, New York, wherein the applicant proposes a micro cell wireless telecommunication antenna and associated equipment on a new 38.5’ high NYSEG-owned utility pole, as detailed on documents submitted with the application, is hereby approved and is subject to the following additional conditions: a. ______________________________________________________________ ______________________________________________________________ ______________________________________________________________ 5. The resolution is effective immediately, approving the issuance of a development and construction permit as hereinbefore set forth, subject to compliance with all applicable federal, state, and local laws and codes. o Approve Keeping Other than Household Pets Permit- 6 hens, 281 Olean, Virginia Coleman & Ryan Aures. o Refer a Site Plan Application to the PC on October 8 for a “micro cell” at the 268 Main Street utility pole for Verizon. o Permission for the Fire Chief to take his village vehicle to Gouldsboro, PA, to attend a heavy vehicle extraction training from October 16-18, 2026. o RESOLUTION TO DECLARE SURPLUS PROPERTY Trustee Kamp offered the following resolution and moved for its adoption: BE IT RESOLVED, the Police Department has a 2020 Ford Explorer Police Interceptor (VIN 1FM5K8AB2LGB66106) as surplus property to be auctioned off in the next 90 days. The foregoing resolution was seconded by Trustee Lazickas and unanimously approved.

o Approve a Temporary Use Permit for the GADC for an event at Fireman’s Field on September 27, 2026. The foregoing motions and resolutions were seconded by Trustee Lazickas and unanimously approved. OFFICIAL CONSIDERATIONS • A motion by Trustee Cameron to give permission for the Mayor or designee to sign a contract with GoNetSpeed for a 5-year contract for internet service at all three Village locations, seconded by Trustee Kamp and unanimously approved. • A motion by Trustee Viger to set a public hearing on October 19, 2026, for a local law regarding aggressive panhandling, seconded by Trustee Lazickas and unanimously approved. • Discussed the Memorial Tree, Bike Rack and Bench Policy- Trustee Viger said that the Bike Board should also get the policy to review in addition to the Tree board. Mayor Wochensky said that this will be moved to the next agenda. • Mayor Wochensky appointed the following Capital Committee members: o Kristin Cameron- 1-year term to expire April 5, 2027 o Ryan Kamp- 1-year term to expire April 5, 2027 o Daniel Castle- 1-year term to expire April 5, 2027 o Thomas Ruhland- 3-year term to expire April 2, 2029 o Michael Macaluso- 2-year term to expire April 3, 2028 o Peter Dechert- 1-year term to expire April 5, 2027 • A motion by Trustee Kamp to give permission for the Mayor to sign an agreement with Community Solar, seconded by Trustee Lazickas and unanimously approved. OLD BUSINESS • Pine and Girard All-Way Stop: Mayor Wochensky said that the study is still ongoing but would like to keep this on the agenda. NEW BUSINESS • Liquor License GADC – none had comments • Mayor Wochensky asked if anyone on the Village Board would like to make a motion on the 206 Main applications and commented on the concerns. Trustee Kamp noted that most of the issues have to do with the special use permit, not the site plan application, and said that he is not against making a motion on the special use permit. Mayor Wochensky noted that he is not comfortable with the special use permit but could move forward with the site plan application. Trustee Lazickas noted he likes the change but that the garage door is a concern. Trustee Viger asked about parking regulations; Code Enforcement Officer Cassidy said that parking is normally included in both the site plan and special use permit. Trustee Viger wants to make sure we get the parking done right and do not rush through. Mayor Wochensky spoke about a further desire to remove the parking requirements in the Village. Trustee Kamp said that the site plan seems reasonable but if others need more time, he’s ok with that. SPEAKERS & COMMUNICATIONS • Tony Rosati- 461 Griggs Pl- He has concerns over dangerous trees and power lines. General Foreman Stoll said that he already spoke to NYSEG about one of the trees that Mr. Rosati is talking about. Mayor Wochensky spoke about a grant for a tree maintenance plan. • Karen Spencer- 31 Hamlin- She would like a 10-foot buffer zone against the fence to go with the site plan.

• Tom Morris- EA Fire Department- He spoke about October being fire prevention month. He reminded everyone to clean their chimneys and change batteries in smoke detectors and carbon monoxide detectors. The fire department is having an open house on October 10th from 10 am-1 pm for the community. • Joe Marcel- 198 Main St- He said that he supports the 206 Main Street applications. • Ryan Kanowski- 206 Main Street- He noted that the garage door doesn’t go toward a house but another business. He is open to refining the design to make the Village Board more comfortable but is on a timeline for construction. • Holly Schintzius- 31 North Willow- She said that the plans that she received for 206 Main did not include the stairs or the garage doors and wants a more complete set of documents. She noted that the garage doors will affect the neighbors no matter where they are. Department Head and Trustee Reports General Foreman Stoll- The DPW did 1,200 lbs of compost with around 40 residents dropping off. Girard, Oakwood, and South Grove were crack sealed. The DPW mechanics are working on the Police Chief’s car and getting the leaf machines ready for the season. He said that they will be doing tree work, taking down flower baskets, and putting up veterans’ banners. The water crew has been looking for leaks. Trustee Kamp said that the playground at Hamlin Park looks excellent. Trustee Viger asked about any updates on Maple. General Foreman Stoll noted that they are digging out and that he is working with NYSEG about the trees to get the sidewalks in faster. Code Enforcement- The Code Enforcement Office picked up over 40 signs in the right-of-way before Borderlands and an additional 24 on Saturday. Village Administrator- She went to NYCOM with Clerk_Treasurer Jerackas to do professional development. Trustee Lazickas- none Trustee Cameron- none Trustee Viger- none Trustee Kamp- none Mayor Wochensky- none EXECUTIVE SESSION A motion by Trustee Lazickas to open an executive session at 8:43pm for contract negotiations, seconded by Trustee Kamp and unanimously approved. A motion by Trustee Lazickas to close an executive session at 9:16pm , seconded by Trustee Kamp and unanimously approved. ADJOURNMENT A motion was made by Trustee Kamp to adjourn the meeting at 9:17 pm, seconded by Trustee Lazickas and unanimously carried. Respectfully submitted, Maureen Jerackas Clerk-Treasurer

Expense Approval Report 10.5.2026 Village of East Aurora By Vendor Name Payable Dates 10/5/2026 - 10/5/2026 Post Dates 10/5/2026 - 10/5/2026 Payable Number Vendor Name Payable Date Description (Item) Account Number Account Name Purchase Order Number Amount Vendor: 11404 - Alex Pierce 09282026, 09292026 Alex Pierce 10/05/2026 Mileage and parking fee for A.5.3120.0440 POLICE DEPT - TRAINING, TR… 79.24 9/28 & 9/29/26 Vendor 11404 - Alex Pierce Total: 79.24 Vendor: 10055 - AMCHAR WHOLESALE INC. 2026000201-R1 AMCHAR WHOLESALE INC. 10/05/2026 Ammo 223 REM 55 FMJBT A.5.3120.0470 POLICE DEPT - DEPTAL SUPPL…2026000201-R1 1,181.30 20RD Vendor 10055 - AMCHAR WHOLESALE INC. Total: 1,181.30 Vendor: 10065 - AMERICAN ROCK SALT CO. 2027000386 AMERICAN ROCK SALT CO. 10/05/2026 Road Salt A.5.5142.0470 HIGHWAY SNOW REMOVAL -…2027000386 35,113.33 Vendor 10065 - AMERICAN ROCK SALT CO. Total: 35,113.33 Vendor: 10068 - AMERICAN WATER WORKS inv 318087 AMERICAN WATER WORKS 10/05/2026 annual membership F.5.8340.0440 TRANSFS & DIST - TRAINING, … 310.00 Vendor 10068 - AMERICAN WATER WORKS Total: 310.00 Vendor: 10229 - Charter Communications 115006201091426 Charter Communications 10/05/2026 Taxes & Fees- Franchise Fee A.5.1480.0410 PUBINFO SVCS-PUB INFO SUP… 2.97 115006201091426 Charter Communications 10/05/2026 EAFD Cable A.5.1480.0410 PUBINFO SVCS-PUB INFO SUP… 59.95 115006201091426 Charter Communications 10/05/2026 EAFD Internet A.5.1480.0410 PUBINFO SVCS-PUB INFO SUP… 160.00 115006201091426 Charter Communications 10/05/2026 EAPD Internet A.5.1480.0410 PUBINFO SVCS-PUB INFO SUP… 449.00 Vendor 10229 - Charter Communications Total: 671.92 Vendor: 10240 - CINTAS CORPORATION 2027000368 CINTAS CORPORATION 10/05/2026 June 2026 A.5.1620.0420 BUILDINGS - MAINT & REPAI… 2027000368 215.60 2027000368 CINTAS CORPORATION 10/05/2026 June 2026 A.5.1640.0420 CENTRAL GARAGE - MAINT &…2027000368 208.65 2027000368 CINTAS CORPORATION 10/05/2026 June 2026 A.5.1640.0480 CENTRAL GARAGE - UNIFOR… 2027000368 392.25 5362413306 CINTAS CORPORATION 10/05/2026 medical supplies first aid A.5.3120.0420 POLICE DEPT - MAINT. SERVI… 189.55 cabinet 9/24/26 5362413306 CINTAS CORPORATION 10/05/2026 medical supplies first aid A.5.3420.0420 POLICE & FIRE DISPATCH - M… 189.54 cabinet 9/24/26 Vendor 10240 - CINTAS CORPORATION Total: 1,195.59 Vendor: 10286 - COUNTY LINE STONE I8686 COUNTY LINE STONE 10/05/2026 asphalt/patch A.5.5110.0420 STREET MAINT - ROAD MATE… 1,982.83 Vendor 10286 - COUNTY LINE STONE Total: 1,982.83 Vendor: 10359 - EAST AURORA AUTO PARTS 767730-768558 EAST AURORA AUTO PARTS 10/05/2026 DPW vehicle parts A.5.1640.0460 CENTRAL GARAGE - VEHICLE… 422.62 10/1/2026 1:01:58 PM Page 1 of 9

Expense Approval Report 10.5.2026 Payable Dates: 10/5/2026 - 10/5/2026 Post Dates: 10/5/2026 - 10/5/2026 Payable Number Vendor Name Payable Date Description (Item) Account Number Account Name Purchase Order Number Amount 767730-768558 EAST AURORA AUTO PARTS 10/05/2026 DPW vehicle parts A.5.3410.0460 FIRE DEPT - VEHICLE MAINT … 52.53 Vendor 10359 - EAST AURORA AUTO PARTS Total: 475.15 Vendor: 10376 - EIGHTY FOUR LUMBER inv764566/765632 EIGHTY FOUR LUMBER 10/05/2026 fencing/lumber A.5.1620.0420 BUILDINGS - MAINT & REPAI… 425.59 inv764566/765632 EIGHTY FOUR LUMBER 10/05/2026 fencing/lumber A.5.5110.0420 STREET MAINT - ROAD MATE… 30.92 Vendor 10376 - EIGHTY FOUR LUMBER Total: 456.51 Vendor: 10403 - ERIE COUNTY COMPTROLLER 1800085572 ERIE COUNTY COMPTROLLER 10/05/2026 571 Main St Village Hall Acct A.5.1620.0431 BUILDINGS - ELECTRIC 719.21 7933856 1800085572 ERIE COUNTY COMPTROLLER 10/05/2026 Pine St DPW Offices and A.5.1640.0431 CENTRAL GARAGE - ELECTRIC 98.24 garage acct 256115 1800085572 ERIE COUNTY COMPTROLLER 10/05/2026 33 Center St A.5.3410.0431 FIRE DEPT - ELECTRIC 793.87 1800085572 ERIE COUNTY COMPTROLLER 10/05/2026 ST LIGHTING ACCT 4086039 A.5.5182.0431 STREET LIGHTING - ELECTRIC 398.21 1800085572 ERIE COUNTY COMPTROLLER 10/05/2026 Elm St Signal Acct 3514288 A.5.5182.0431 STREET LIGHTING - ELECTRIC 3.91 1800085572 ERIE COUNTY COMPTROLLER 10/05/2026 Girard Ave Acct 893560 A.5.5182.0431 STREET LIGHTING - ELECTRIC 7.66 1800085572 ERIE COUNTY COMPTROLLER 10/05/2026 ST LIGHTING R2 ACCT 719336 A.5.5182.0431 STREET LIGHTING - ELECTRIC 269.13 1800085572 ERIE COUNTY COMPTROLLER 10/05/2026 Elmwood & Chestnut Hill A.5.5182.0431 STREET LIGHTING - ELECTRIC 223.83 Booster Pump Station Acct 1800085572 ERIE COUNTY COMPTROLLER 10/05/2026 PINE ST WATER PLANT ACCT F.5.1620.0431 BUILDINGS - ELECTRIC 6.35 288597 inv 1800085551 ERIE COUNTY COMPTROLLER 10/05/2026 signs A.5.5110.0420 STREET MAINT - ROAD MATE… 173.76 Vendor 10403 - ERIE COUNTY COMPTROLLER Total: 2,694.17 Vendor: 10406 - ERIE COUNTY PUBLIC HEALTH LAB 2027000287 ERIE COUNTY PUBLIC HEALTH 10/05/2026 2026/27 Water Samples F.5.8340.0490 TRANSFS & DIST - WATER TE… 2027000287 536.00 LAB Vendor 10406 - ERIE COUNTY PUBLIC HEALTH LAB Total: 536.00 Vendor: 10436 - Firematic Supply Co. Inc. inv INTSTN11156 Firematic Supply Co. Inc. 10/05/2026 EA 4- pierce dash repairs A.5.3410.0460 FIRE DEPT - VEHICLE MAINT … 14,823.62 Vendor 10436 - Firematic Supply Co. Inc. Total: 14,823.62 Vendor: 10475 - GALLS LLC 036171257 GALLS LLC 10/05/2026 1st defense classic MK- A.5.3120.0470 POLICE DEPT - DEPTAL SUPPL… 434.00 stream, qty 25 Vendor 10475 - GALLS LLC Total: 434.00 Vendor: 10511 - GRAINGER 9064585186/9081487192/9… GRAINGER 10/05/2026 general supplies A.5.1490.0403 PUBLIC WORKS ADMIN - OFF… 464.35 9064585186/9081487192/9… GRAINGER 10/05/2026 general supplies A.5.1620.0420 BUILDINGS - MAINT & REPAI… 636.76 9064585186/9081487192/9… GRAINGER 10/05/2026 general supplies A.5.1640.0420 CENTRAL GARAGE - MAINT &… 358.07 Vendor 10511 - GRAINGER Total: 1,459.18 Vendor: 10521 - GRECO TRAPP PLLC August 2026 GRECO TRAPP PLLC 10/05/2026 Statements 35259, 35260, A.5.1420.0411 VILLAGE ATTORNEY - OTHER … 707.94 35261, 35262 Vendor 10521 - GRECO TRAPP PLLC Total: 707.94 10/1/2026 1:01:58 PM Page 2 of 9

Expense Approval Report 10.5.2026 Payable Dates: 10/5/2026 - 10/5/2026 Post Dates: 10/5/2026 - 10/5/2026 Payable Number Vendor Name Payable Date Description (Item) Account Number Account Name Purchase Order Number Amount Vendor: 10547 - Highmark Blue Cross & Blue Shield of Western New York 260918018864 Highmark Blue Cross & Blue 10/05/2026 Health Insurance A.5.9060.0805 HOSPITAL & MEDICAL INS - H… 55,152.21 Shield of Western New York 260918018864 Highmark Blue Cross & Blue 10/05/2026 Health Insurance A.5.9060.0806 HOSPITAL & MEDICAL INS - H… 23,405.30 Shield of Western New York 260918018864 Highmark Blue Cross & Blue 10/05/2026 Health Insurance F.5.9060.0805 HOSPITAL & MEDICAL INS - H… 5,859.45 Shield of Western New York 260918018864 Highmark Blue Cross & Blue 10/05/2026 Health Insurance F.5.9060.0806 HOSPITAL & MEDICAL INS - H… 1,043.92 Shield of Western New York Vendor 10547 - Highmark Blue Cross & Blue Shield of Western New York Total: 85,460.88 Vendor: 11406 - Jessica Tufte Reimbursement 9/2026 Jessica Tufte 10/05/2026 Mileage for Nest Meeting in A.5.1325.0440 VILLAGE ADMIN - TRAINING, … 21.13 Hamburg, NY Reimbursement 9/2026 Jessica Tufte 10/05/2026 Mileage to NYCOM A.5.1325.0440 VILLAGE ADMIN - TRAINING, … 449.92 Conference Saratoga Springs, NY Vendor 11406 - Jessica Tufte Total: 471.05 Vendor: 11398 - Kevin Rautenstrauch August 2026 Services Kevin Rautenstrauch 10/05/2026 Services for August 2026 A.5.1420.0410 VILLAGE ATTORNEY - CONTR… 2,166.66 Vendor 11398 - Kevin Rautenstrauch Total: 2,166.66 Vendor: 10691 - LINSTAR INC. 131239 LINSTAR INC. 10/05/2026 PO Filipiak, 2 ID cards A.5.3120.0403 POLICE DEPT - OFFICE SUPPLI… 25.60 Vendor 10691 - LINSTAR INC. Total: 25.60 Vendor: 10702 - LOWE'S 93026 LOWE'S 10/05/2026 cable ties A.5.1640.0420 CENTRAL GARAGE - MAINT &… 94.96 Vendor 10702 - LOWE'S Total: 94.96 Vendor: 10704 - LUMSDEN MCCORMICK LLP 232263 LUMSDEN MCCORMICK LLP 10/05/2026 Third Billing for Audit Services A.5.1320.0410 AUDITOR - CONTRACT SVCS 2,000.00 through 9/25/26 Vendor 10704 - LUMSDEN MCCORMICK LLP Total: 2,000.00 Vendor: 10706 - M and T BANK September 2026 Credit Card M and T BANK 10/05/2026 Buffalo News A.5.1325.0403 VILLAGE ADMIN - OFFICE SU… 36.99 September 2026 Credit Card M and T BANK 10/05/2026 Hilton - Jerackas hotel for A.5.1325.0440 VILLAGE ADMIN - TRAINING, … 920.54 NYCOM 9/13-9/17/26 September 2026 Credit Card M and T BANK 10/05/2026 Hampton Inn-Tufte Hotel for A.5.1325.0440 VILLAGE ADMIN - TRAINING, … 897.86 NYCOM 9/14-9/17/26 September 2026 Credit Card M and T BANK 10/05/2026 ADOBE A.5.1480.0410 PUBINFO SVCS-PUB INFO SUP… 21.74 September 2026 Credit Card M and T BANK 10/05/2026 Amazon EAPD Note pads A.5.3120.0403 POLICE DEPT - OFFICE SUPPLI… 12.17 September 2026 Credit Card M and T BANK 10/05/2026 Amazon - EAPD Office A.5.3120.0403 POLICE DEPT - OFFICE SUPPLI… 18.05 Supplies September 2026 Credit Card M and T BANK 10/05/2026 Amazon EAPD Office Supplies A.5.3120.0403 POLICE DEPT - OFFICE SUPPLI… 23.81 September 2026 Credit Card M and T BANK 10/05/2026 Amazon EAPD Office Supplies A.5.3120.0470 POLICE DEPT - DEPTAL SUPPL… 14.44 10/1/2026 1:01:58 PM Page 3 of 9

Expense Approval Report 10.5.2026 Payable Dates: 10/5/2026 - 10/5/2026 Post Dates: 10/5/2026 - 10/5/2026 Payable Number Vendor Name Payable Date Description (Item) Account Number Account Name Purchase Order Number Amount September 2026 Credit Card M and T BANK 10/05/2026 Amazon EAPD TWO iPhone A.5.3120.0470 POLICE DEPT - DEPTAL SUPPL… 79.98 cases September 2026 Credit Card M and T BANK 10/05/2026 Amazon DISPATCH Adjustable A.5.3420.0200 POLICE & FIRE DISPATCH - E… 189.87 Standing Desk Vendor 10706 - M and T BANK Total: 2,215.45 Vendor: 10726 - MARTYN PRINTING & GRAPHICS INC. 41845 MARTYN PRINTING & 10/05/2026 2027 day book, drilled, layout A.5.3120.0470 POLICE DEPT - DEPTAL SUPPL… 160.00 GRAPHICS INC. Vendor 10726 - MARTYN PRINTING & GRAPHICS INC. Total: 160.00 Vendor: 11324 - MAUREEN JERACKAS Reimbursement 09/2026 MAUREEN JERACKAS 10/05/2026 Round trip mileage & tolls to A.5.1325.0440 VILLAGE ADMIN - TRAINING, … 459.54 NYCOM Conference Vendor 11324 - MAUREEN JERACKAS Total: 459.54 Vendor: 10767 - MES SERVICE COMPANY LLC 2027000322-B MES SERVICE COMPANY LLC 10/05/2026 EAFD turnout gear A.5.3410.0200 FIRE DEPT - EQUIP 2027000322 104.00 2027000341 MES SERVICE COMPANY LLC 10/05/2026 spec kit- EAFD A.5.3410.0420 FIRE DEPT - DEPT SUPPLIES 2027000341 171.70 inv 2580458 MES SERVICE COMPANY LLC 10/05/2026 bumper & guard assembly A.5.3410.0460 FIRE DEPT - VEHICLE MAINT … 605.49 EAFD Vendor 10767 - MES SERVICE COMPANY LLC Total: 881.19 Vendor: 10763 - MPH INDUSTRIES INC. 6028833 MPH INDUSTRIES INC. 10/05/2026 radar repair, cable A.5.3120.0470 POLICE DEPT - DEPTAL SUPPL… 181.90 assy/ant/phython III, labor Vendor 10763 - MPH INDUSTRIES INC. Total: 181.90 Vendor: 10864 - NYSEG 1001-0483-419 8/20-9/21/26 NYSEG 10/05/2026 Elmwood & Chest 1PH 8/20- A.5.5182.0431 STREET LIGHTING - ELECTRIC 146.97 9/21/26 1001-1111-704 8/19-9/18/26 NYSEG 10/05/2026 400 Pine St 8/19-9/18/26 A.5.1640.0431 CENTRAL GARAGE - ELECTRIC 252.10 1001-1111-712 8/19-9/18/26 NYSEG 10/05/2026 Pine St 8/19-9/18/26 F.5.1620.0431 BUILDINGS - ELECTRIC 33.01 1001-3143-531 8/12-9/11/26 NYSEG 10/05/2026 Near 21 Elm St Signl 8/12- A.5.5182.0431 STREET LIGHTING - ELECTRIC 58.95 9/11/26 1001-7910-034 8/26-9/24/26 NYSEG 10/05/2026 Glenridge Rd 8/26-9/24/26 F.5.1620.0431 BUILDINGS - ELECTRIC 25.56 1003-3707-877 8/20-9/21/26 NYSEG 10/05/2026 Near 163 Main St @ Trfic Cir A.5.5182.0431 STREET LIGHTING - ELECTRIC 37.35 8/20-9/21/26 1003-3707-893 8/20-9/21/26 NYSEG 10/05/2026 Buffalo Rd @ Grey St 8/20- A.5.5182.0431 STREET LIGHTING - ELECTRIC 23.12 9/21/26 1004-1637-827 8/19-9/18/26 NYSEG 10/05/2026 33 Center St 8/19-9/18/26 A.5.3410.0431 FIRE DEPT - ELECTRIC 558.85 Vendor 10864 - NYSEG Total: 1,135.91 Vendor: 10874 - OFFICE DEPOT 2026000256-R1 A OFFICE DEPOT 10/05/2026 DPW office furniture- ERIE A.5.5110.0431 STREET MAINT - OPERATION… 2026000256-R1 1,195.96 COUNTYCONTRACT #19-12R 476567873001/4716418420… OFFICE DEPOT 10/05/2026 TV Mounts for DPW A.5.1490.0403 PUBLIC WORKS ADMIN - OFF… 108.94 478796596001/4809055630… OFFICE DEPOT 10/05/2026 copy paper A.5.1325.0403 VILLAGE ADMIN - OFFICE SU… 195.96 10/1/2026 1:01:58 PM Page 4 of 9

Expense Approval Report 10.5.2026 Payable Dates: 10/5/2026 - 10/5/2026 Post Dates: 10/5/2026 - 10/5/2026 Payable Number Vendor Name Payable Date Description (Item) Account Number Account Name Purchase Order Number Amount 478796596001/4809055630… OFFICE DEPOT 10/05/2026 office supplies A.5.1490.0403 PUBLIC WORKS ADMIN - OFF… 464.41 Vendor 10874 - OFFICE DEPOT Total: 1,965.27 Vendor: 10985 - RICHARD CIN SIGNS inv 4270 RICHARD CIN SIGNS 10/05/2026 crosswalk sign parts A.5.5110.0420 STREET MAINT - ROAD MATE… 135.00 Vendor 10985 - RICHARD CIN SIGNS Total: 135.00 Vendor: 11389 - Robbyn Drake 002 Robbyn Drake 10/05/2026 Grant opportunities A.5.1325.0420 VILLAGE ADMIN - MAINT. C… 308.00 prospect/review/communicat ions 002 Robbyn Drake 10/05/2026 NYS DOS NY Forward grant A.5.1325.0420 VILLAGE ADMIN - MAINT. C… 77.00 app. prep/communication 002 Robbyn Drake 10/05/2026 NYSDEC Urban Forest Grant A.5.1325.0420 VILLAGE ADMIN - MAINT. C… 1,386.00 app prep/comm/submission 002 Robbyn Drake 10/05/2026 NYS DCJS LETECH Grant app A.5.3120.0420 POLICE DEPT - MAINT. SERVI… 1,232.00 prep/comm/submission 002 Robbyn Drake 10/05/2026 NYSDEC Water Quality app F.5.1380.0410 FISCAL AGENT FEE - FIN ADV… 1,155.00 prep/communications Vendor 11389 - Robbyn Drake Total: 4,158.00 Vendor: 11052 - SEWING TECHNOLOGY UNIFORM 52329 SEWING TECHNOLOGY 10/05/2026 black OJ glove A.5.3120.0480 POLICE DEPT - UNIFORMS, B… 44.99 UNIFORM 52329 SEWING TECHNOLOGY 10/05/2026 handcuffs A.5.3120.0480 POLICE DEPT - UNIFORMS, B… 35.99 UNIFORM Vendor 11052 - SEWING TECHNOLOGY UNIFORM Total: 80.98 Vendor: 11059 - SHERWIN-WILLIAMS CO. 2027000352 SHERWIN-WILLIAMS CO. 10/05/2026 June 2026 A.5.5110.0420 STREET MAINT - ROAD MATE… 2027000352 370.57 Vendor 11059 - SHERWIN-WILLIAMS CO. Total: 370.57 Vendor: 11133 - THE HARTFORD 509152478960 THE HARTFORD 10/05/2026 Life Insurance A.5.9045.0803 LIFE INS - LIFE INS 836.00 509152478960 THE HARTFORD 10/05/2026 Life Insurance A.5.9045.0804 LIFE INS - LIFE INS-RETIREES 508.37 509152478960 THE HARTFORD 10/05/2026 Life Insurance F.5.9045.0803 LIFE INS - LIFE INS 88.00 509152478960 THE HARTFORD 10/05/2026 Life Insurance F.5.9045.0804 LIFE INS - LIFE INS-RETIREES 30.97 Vendor 11133 - THE HARTFORD Total: 1,463.34 Vendor: 11169 - TRI-COUNTY TOOL RENTAL & SALES 2027000377 TRI-COUNTY TOOL RENTAL & 10/05/2026 June 2026 A.5.1640.0420 CENTRAL GARAGE - MAINT &…2027000283 136.00 SALES 2027000377 TRI-COUNTY TOOL RENTAL & 10/05/2026 sidewalk repairs A.5.5110.0420 STREET MAINT - ROAD MATE… 110.33 SALES Vendor 11169 - TRI-COUNTY TOOL RENTAL & SALES Total: 246.33 Vendor: 11215 - VALLEY FAB & EQUIP INC inv 140611 VALLEY FAB & EQUIP INC 10/05/2026 mount LED light A.5.1640.0460 CENTRAL GARAGE - VEHICLE… 292.25 Vendor 11215 - VALLEY FAB & EQUIP INC Total: 292.25 10/1/2026 1:01:58 PM Page 5 of 9

Expense Approval Report 10.5.2026 Payable Dates: 10/5/2026 - 10/5/2026 Post Dates: 10/5/2026 - 10/5/2026 Payable Number Vendor Name Payable Date Description (Item) Account Number Account Name Purchase Order Number Amount Vendor: 11234 - VILLAGE OF EA WATER Quarterly September 2026 VILLAGE OF EA WATER 10/05/2026 25-00003-00 571 MAIN - A.5.1620.0433 BUILDINGS - WATER 142.84 UPPER #2 ST Quarterly September 2026 VILLAGE OF EA WATER 10/05/2026 25-00004-00 400-419 PINE ST A.5.1640.0433 CENTRAL GARAGE - WATER 434.19 - DPW GARAGE Quarterly September 2026 VILLAGE OF EA WATER 10/05/2026 25-00012-00 CIRCLE GARDEN A.5.1640.0433 CENTRAL GARAGE - WATER 285.56 CLUB Quarterly September 2026 VILLAGE OF EA WATER 10/05/2026 19-18370-00 33 CENTER ST A.5.3410.0433 FIRE DEPT - WATER 133.13 Quarterly September 2026 VILLAGE OF EA WATER 10/05/2026 25-00010-00 166 S GROVE - A.5.7140.0433 PLAYGROUNDS & REC CTRS. -… 171.89 HAMLIN PARK Quarterly September 2026 VILLAGE OF EA WATER 10/05/2026 25-00005-00 Little Loop A.5.7140.0433 PLAYGROUNDS & REC CTRS. -… 86.67 Bathrooms Hamlin Park Quarterly September 2026 VILLAGE OF EA WATER 10/05/2026 25-00008-00 400 PINE ST F.5.1620.0433 BUILDINGS - WATER 87.02 WATER PLANT Vendor 11234 - VILLAGE OF EA WATER Total: 1,341.30 Vendor: 11246 - VSP MARKETING GRAPHIC GROUP 2027000392 VSP MARKETING GRAPHIC 10/05/2026 EAFD lock nameplates A.5.3410.0420 FIRE DEPT - DEPT SUPPLIES 2027000392 157.00 GROUP Vendor 11246 - VSP MARKETING GRAPHIC GROUP Total: 157.00 Vendor: 11248 - W.B. MASON CO. INC. 264700733, CM5067408, 26… W.B. MASON CO. INC. 10/05/2026 Oct Rent A.5.3120.0420 POLICE DEPT - MAINT. SERVI… 3.60 264700733, CM5067408, 26… W.B. MASON CO. INC. 10/05/2026 Water PD/DISP 9/24/26 & A.5.3120.0420 POLICE DEPT - MAINT. SERVI… 27.08 return 264700733, CM5067408, 26… W.B. MASON CO. INC. 10/05/2026 Oct Rent A.5.3420.0420 POLICE & FIRE DISPATCH - M… 3.59 264700733, CM5067408, 26… W.B. MASON CO. INC. 10/05/2026 Water PD/DISP 9/24/26 & A.5.3420.0420 POLICE & FIRE DISPATCH - M… 27.08 return Vendor 11248 - W.B. MASON CO. INC. Total: 61.35 Vendor: 11252 - WARNING ELECTRICAL SERVICES INC. 148350 WARNING ELECTRICAL 10/05/2026 Main & Church - damaged A.5.5110.0420 STREET MAINT - ROAD MATE… 575.00 SERVICES INC. light post Vendor 11252 - WARNING ELECTRICAL SERVICES INC. Total: 575.00 Vendor: 11357 - WM CORPORATE SERVICES INC. 5296233-1342-4 WM CORPORATE SERVICES 10/05/2026 Hand Pickup TOWN BARRELS A.5.8160.0410 REFUSE & GARBAGE 1,170.00 INC. 5296233-1342-4 WM CORPORATE SERVICES 10/05/2026 Curb Service CURBSIDE A.5.8160.0410 REFUSE & GARBAGE 48,768.17 INC. COLLECTIONS Vendor 11357 - WM CORPORATE SERVICES INC. Total: 49,938.17 Vendor: 11290 - WOODCUTTERS HEADQUARTERS invWCHQ00659 WOODCUTTERS 10/05/2026 water leak supplies F.5.8340.0420 TRANSFS & DIST - MAINT & R… 291.96 HEADQUARTERS Vendor 11290 - WOODCUTTERS HEADQUARTERS Total: 291.96 Grand Total: 218,450.44 10/1/2026 1:01:58 PM Page 6 of 9

Expense Approval Report 10.5.2026 Payable Dates: 10/5/2026 - 10/5/2026 Post Dates: 10/5/2026 - 10/5/2026 Report Summary Fund Summary Fund Expense Amount A - GENERAL FUND 208,983.20 F - ENTERPRISE WATER 9,467.24 Grand Total: 218,450.44 Account Summary Account Number Account Name Expense Amount A.5.1320.0410 AUDITOR - CONTRACT S… 2,000.00 A.5.1325.0403 VILLAGE ADMIN - OFFICE… 232.95 A.5.1325.0420 VILLAGE ADMIN - MAINT… 1,771.00 A.5.1325.0440 VILLAGE ADMIN - TRAIN… 2,748.99 A.5.1420.0410 VILLAGE ATTORNEY - C… 2,166.66 A.5.1420.0411 VILLAGE ATTORNEY - OT… 707.94 A.5.1480.0410 PUBINFO SVCS-PUB INFO… 693.66 A.5.1490.0403 PUBLIC WORKS ADMIN -… 1,037.70 A.5.1620.0420 BUILDINGS - MAINT & R… 1,277.95 A.5.1620.0431 BUILDINGS - ELECTRIC 719.21 A.5.1620.0433 BUILDINGS - WATER 142.84 A.5.1640.0420 CENTRAL GARAGE - MAI… 797.68 A.5.1640.0431 CENTRAL GARAGE - ELEC… 350.34 A.5.1640.0433 CENTRAL GARAGE - WA… 719.75 A.5.1640.0460 CENTRAL GARAGE - VEH… 714.87 A.5.1640.0480 CENTRAL GARAGE - UNI… 392.25 A.5.3120.0403 POLICE DEPT - OFFICE S… 79.63 A.5.3120.0420 POLICE DEPT - MAINT. S… 1,452.23 A.5.3120.0440 POLICE DEPT - TRAINING,… 79.24 A.5.3120.0470 POLICE DEPT - DEPTAL S… 2,051.62 A.5.3120.0480 POLICE DEPT - UNIFORM… 80.98 A.5.3410.0200 FIRE DEPT - EQUIP 104.00 A.5.3410.0420 FIRE DEPT - DEPT SUPPLI… 328.70 A.5.3410.0431 FIRE DEPT - ELECTRIC 1,352.72 A.5.3410.0433 FIRE DEPT - WATER 133.13 A.5.3410.0460 FIRE DEPT - VEHICLE MA… 15,481.64 A.5.3420.0200 POLICE & FIRE DISPATCH… 189.87 A.5.3420.0420 POLICE & FIRE DISPATCH… 220.21 A.5.5110.0420 STREET MAINT - ROAD … 3,378.41 A.5.5110.0431 STREET MAINT - OPERAT… 1,195.96 A.5.5142.0470 HIGHWAY SNOW REMO… 35,113.33 A.5.5182.0431 STREET LIGHTING - ELEC… 1,169.13 A.5.7140.0433 PLAYGROUNDS & REC C… 258.56 A.5.8160.0410 REFUSE & GARBAGE 49,938.17 10/1/2026 1:01:58 PM Page 7 of 9

Expense Approval Report 10.5.2026 Payable Dates: 10/5/2026 - 10/5/2026 Post Dates: 10/5/2026 - 10/5/2026 Account Summary Account Number Account Name Expense Amount A.5.9045.0803 LIFE INS - LIFE INS 836.00 A.5.9045.0804 LIFE INS - LIFE INS-RETIR… 508.37 A.5.9060.0805 HOSPITAL & MEDICAL IN… 55,152.21 A.5.9060.0806 HOSPITAL & MEDICAL IN… 23,405.30 F.5.1380.0410 FISCAL AGENT FEE - FIN … 1,155.00 F.5.1620.0431 BUILDINGS - ELECTRIC 64.92 F.5.1620.0433 BUILDINGS - WATER 87.02 F.5.8340.0420 TRANSFS & DIST - MAINT… 291.96 F.5.8340.0440 TRANSFS & DIST - TRAIN… 310.00 F.5.8340.0490 TRANSFS & DIST - WATER… 536.00 F.5.9045.0803 LIFE INS - LIFE INS 88.00 F.5.9045.0804 LIFE INS - LIFE INS-RETIR… 30.97 F.5.9060.0805 HOSPITAL & MEDICAL IN… 5,859.45 F.5.9060.0806 HOSPITAL & MEDICAL IN… 1,043.92 Grand Total: 218,450.44 Project Account Summary Project Account Key Expense Amount **None** 218,450.44 Grand Total: 218,450.44 10/1/2026 1:01:58 PM Page 8 of 9

Expense Approval Report 10.5.2026 Payable Dates: 10/5/2026 - 10/5/2026 Post Dates: 10/5/2026 - 10/5/2026 Authorization Signatures ***** Certificate of Financial Officer ***** I hereby certify that the attached Voucher Listing is complete and accurate to the best of my knowledge, and payment is hereby approved. Signed:________________________________________ Date:__________________ 10/1/2026 1:01:58 PM Page 9 of 9

LOCAL LAW NO. ____-2026 VILLAGE OF EAST AURORA COUNTY OF ERIE, STATE OF NEW YORK A LOCAL LAW AMENDING CHAPTER 285-22 OF THE ZONING CODE OF THE VILLAGE OF EAST AURORA Be it enacted by the Board of Trustees of the Village of East Aurora as follows: Section 1. Title. This Local Law shall be referred to as, “A Local Law Amending Chapter 285 of the Zoning Code of the Village of East Aurora to make “Self-Storage Facilities” a prohibited use pursuant to Table 22.3 (Manufacturing District Use Lists) with Chapter 285-22.3 of the Zoning Code. Section 2. Legislative Findings and Intent. The Board of Trustees recognizes the difficulties in balancing the promotion of new businesses within the Village of East Aurora with the geographic limitations faced by the Village with respect to locating areas suitable for industrial / manufacturing uses. Based on these geographic limitations the Board of Trustees deems it appropriate to limit the proliferation of future self-storage facilities by making “Self-Storage Facilities” an expressly prohibited use in the General Manufacturing (GM) District. This Local Law is not intended to ban, modify or condition any prior nonconforming uses. Section 3. Amendment of Table 285.22.3. The Board of Trustees hereby amends Chapter 285.22-3 “Manufacturing Use Lists”, specifically Table 22.3 “Manufacturing District Use Lists”, as follows: Table 22.3: Manufacturing District Use Lists [Amended 12-5-2022 by L.L. No. 10-2022] Zoning District Land Use GM VM Residential Single-family dwellings -1 -1 Two-family dwellings or townhomes -1 -1 Multifamily dwellings -1 -1 Home occupations SP SP Upper-floor dwelling units SP SP Residential accessory uses or structures P P Institutional/Other

Table 22.3: Manufacturing District Use Lists [Amended 12-5-2022 by L.L. No. 10-2022] Zoning District Land Use GM VM Places of worship SP P Nonprofit or membership based clubs SP P Schools, public or private SP SP Day-care centers, child or adult - - Museums or libraries - - Public parks or playgrounds SP - Municipal structure or use P P Parking area (not on same lot as the use it serves) SP SP Commercial Professional or medical offices P P Breweries or distilleries P P Restaurants or take-out restaurants - SP Taverns or bars - SP Vehicle sales SP - Vehicle repair or service shops SP SP Car washes SP - Laundromats or dry-cleaners SP SP Newspaper or printing shops P P Dance, art, music, or photo studios P P Indoor entertainment facilities SP SP Outdoor entertainment facilities SP - Indoor recreational facilities SP SP Outdoor recreational facilities SP - Retail stores or personal service establishments - SP Repair or service shops - SP Wholesale stores SP SP Farm/agricultural goods sales or service SP SP Adult uses SP - Animal grooming shops P - Animal hospitals or veterinary clinics P - Kennels SP - Broadcast facilities P -

Table 22.3: Manufacturing District Use Lists [Amended 12-5-2022 by L.L. No. 10-2022] Zoning District Land Use GM VM Telecommunications facilities SP SP Mixing of permitted uses in a single structure P P Dining facilities ancillary to permitted use SP SP Outdoor storage or sales ancillary to permitted use P SP Nonresidential accessory uses or structures P P Cannabis adult-use retail dispensary - SP Cannabis adult-use cultivator SP SP Cannabis adult-use nursery SP SP Cannabis adult-use processor SP SP Cannabis adult-use distributor SP SP Cannabis adult-use cooperative SP SP Cannabis adult-use microbusinesses SP SP Cannabis adult-use delivery SP SP Cannabis consumption establishment2 SP2 SP2 Manufacturing/Industrial Manufacturing, processing, or production facilities P P Packaging facilities P P Research and development facilities P P Junkyards - - Self-storage facilities - - Outdoor storage or sales ancillary to permitted use P SP Notes: 1 Any residential dwelling existing prior to the adoption date of this chapter shall be considered a permitted use. 2 Currently, the Village has opted out of having cannabis consumption establishments within the Village limits. Therefore, this use is not currently permitted in any zone. The designation on this chart of cannabis consumption establishments permitted in the GM and VM Zoning Districts is reserved for the future should the Village Board adopt a local law that permits such establishments. Section 4. Validity. This Local Law is adopted under the authority granted to the Board of Trustees pursuant to §§10(1)(ii)(a)(12), 20 and 27 of the Municipal Home Rule Law and Section 7-706 of the Village Law of the State of New York.

The invalidity of any provision of this Local Law shall not affect the validity of any other provision of this Local Law that can be given effect without such invalid provision. Section 5. Effective Date. This Local Law shall take effect immediately when it is filed in the Office of the Secretary of State in accordance with Section 7-706(5) of the Village Law of the State of New York and published in accordance with Section 7-706(7) of Village Law of the State of New York. Maureen Jerackas, CMFO, RMC, Clerk Treasurer Village of East Aurora 585 Oakwood Avenue East Aurora, NY 14052 County of Erie, State of New York

D VILLAGE OF EAST AURORA APPLICATION FOR TEMPORARY USE PERMIT 101 _, - '--- w /�LJ Not/essthan60da sormorethan75da "(fit '.ii I' - .':G 1ilr'li - $25.00 Application Fee ✓ $50.00 Permit Fee j U,,.f ,� Lj/5_ U trJ 5-- $100.00 Mailer Fee (300 feet for road/public parking lot closure and dillbutdoor_musii;) Date Application Filed: 9 I as / 8 ½' Approved: ___ Disapproved: ___ Date of V.B. Action: \ C'i / S / d l <' Condllions of approval wlll be llsted In the permit. Sect. 285-52 Participants of an area activity, such as, but not necessarily limited to, a sidewalk sale, art, antique, craft show and/or sales, farmers market, or community/civic promotion activities and similar. _ Please type or print legibly Name of OrganizationG(-cadt·,r bCE� • (¾ J/0,fD C' Y\CAooh:€;,£ Is Organization a: r-profit Cha Name & Addres sible: Phone Num -mail: ,:::::,· v.- - 12/ 18 --Time(s) of Event: -7 - 9:',0vi Estimated II of People: _.,,,._,.._._.....,_ Pleas describe activity/purpose of this event:�l'\j\\ :0,, Q C,OW') \� fx;RJ;\/\i- 0\ l'V'Cii/'\ � 3. Location (include all areas of the event): fv':Clb ';± \(\ �'o(J/\t n1 \ft;cl� (attach map) � Will this event be�nating a portion of proceeds to one or more charities and publicizing that in promotional material? Ye('S.> If yes, list charities and the percentage of proceeds to be donated: ______________ Will this event be held entirely in the Village of East Aurora?� No If no, specify: __________________________ Will the event include more than one vendor/organization? Ye_fNj} (if Yes, attach list of vendors/participants) Will the event involve a street or parking lot e/usage? �N? If yes, please note: Road/Lot Name(s): 00\\1\ _q_ --'L't:211 'f'.,f}{\ C"k::oo Of:C C li/V\,/ · Date(s) of Closure: \ d { 19 � Time(s): t)C\ G� p :J:i I \O j Will the event include: Parade or motorcade Yes (If Yes, attach Map of route) Walk or Run Yes (If Yes, attach Map of route) Will there be outdoor music?@> No Time & Location: -J - G � (0'.n \i\J\.O li\ -- =J_ .....Jl Amplification: No Type: � DJ Multiple/Mixed @ Will you be providing or selling alcohol? Yes Will people be allowed to bring alcohol? Yes Will there be Security Guards? Yes @ Volunteers or Private Paid Entity Please List Entity Name._____________________________ Will there be temporary food stands@ � How many? ;,) -\:f,dr.j8':.J Food Truck? If yes, name of vendor: 0\l ( co+ \ocir •'pdan � cB Kl'\ ( :::01'.\D lD\\) "(j (additional permit required C,cC.CO- Will a tent or other structure be erected for the event? Yes@ Size: ______________ Date & Time to be installed ____________.Date & Time to be removed __________

Resolution of the Village of East Aurora of a Determination of Non-Significance pursuant to the State Environmental Quality Review Act (SEQRA) in the matter of the Site Plan Application for 206 Main Street, to modify the west exterior façade that includes the installation of a 10'x12' roll-up door, a double door, and to extend the exterior wall and roof for the enlargement of the interior stairway. WHEREAS, the applicant has filed Part 1 of the Short Environmental Assessment Form (SEAF) with this Board, a copy of which is included by reference and made a part hereof, relating to the proposed project at 206 Main Street, East Aurora, New York, wherein the applicant, Ryan Kanowski of 206 EANY, LLC; and WHEREAS, the Village Planning Commission, after carefully and fully reviewing the application, including the Site Plan attached thereto, with any and all amendments and modifications, and considering comments and documentation presented for and against the project, voted in the majority recommending approval, with findings; and WHEREAS, the Village SEQRA Intake Committee carefully and fully reviewed Part 1 of the SEAF submitted by applicants including the Site Plan attached thereto, and the above-referenced amendments and modifications; and WHEREAS, the Village SEQRA Intake Committee, after their review of the above, prepared Parts 2 and 3 of the SEAF with a recommendation of the issuance of the Negative Declaration of Environmental Significance for submission to, and consideration by, the Village Board; and WHEREAS, the Village Board of Trustees, upon taking an independent hard look and reasoned evaluation of the above-referenced information, comments and written documentation, including, but not limited to, Part 1 of the SEAF; comments, recommendations, findings and conditions of the Planning Commission, the Site Plan and the recommendation of the SEQRA Intake Committee and that Committee’s completed Parts 2 and 3 of the SEAF concerning the potential environmental impacts of the project; all of which are incorporated by reference herein; and WHEREAS, the Village Board, upon carefully and fully reviewing all the information, comments and written documentation in regard to the project, made a finding that there are no significant environmental impacts. NOW, THEREFORE, BE IT RESOLVED, that the Village Board of East Aurora as Lead Agency has determined that the proposed action described in the SEAF, submitted by the applicants, for the site plan proposed to modify the west exterior façade that includes the installation of a 10'x12' roll-up door, a double door, and to extend the exterior wall and roof for the enlargement of the interior stairway. 206 Main Street, as detailed in the Site Plan Application dated July 14, 2026, is classified as an Unlisted Action and therefore issues a Negative Declaration, that this development will not have a significant environmental impact and a Draft Environmental Impact Statement will not be required nor prepared. The foregoing resolution was duly made by Trustee ___________ and seconded by Trustee __________________________ and carried on September 21, 2026.

Resolution of the Village Board of East Aurora Approving the Site Plan for 206 Main Street, to modify the west exterior façade that includes the installation of a 10'x12' roll- up door, a double door, and to extend the exterior wall and roof for the enlargement of the interior stairway. WHEREAS, an application has been submitted for Site Plan Approval at the above-referenced property by applicant Ryan Kanowski of 206 EANY, LLC, WHEREAS, the Village Board referred the site plan to the Planning Commission for review, comment, and recommendation, and the Planning Commission resolution recommending site plan approval, with findings and no conditions; and WHEREAS, the Village’s SEQRA Intake Committee considered the application and reviewed Part 1 of the Short Environmental Assessment Form submitted by the applicant and completed Part 2 and Part 3 thereof on behalf of the Village, and it was the recommendation of the SEQRA Committee and approved by the Village Board as a Negative Declaration, including that the proposed development plan is an Unlisted Action and would have no significant environmental impact; and WHEREAS, the Village Board at a public meeting reviewed and considered further the comments and all written materials submitted by the applicant and all other information and recommendations before the Board, including minutes of prior Village Board meetings and the recommendations from the SEQRA Intake Committee and Planning Commission, and the referral and response from the Erie County Division of Planning declaring: No Recommendation; proposed action has been reviewed and determined to be of local concern; and WHEREAS, the Village Board received and considered the Site Plan, the above referenced upgrades, and any and all amendments thereof; and WHEREAS, the Village Board has separately considered the environmental impacts of the project, declared itself Lead Agency, and issued a Negative Declaration of environmental significance, with the proposal classified as an Unlisted Action. NOW, THEREFORE, BE IT RESOLVED, by the Village Board as follows: 1. The Findings of Fact of the SEQRA Intake Committee, the resolution with findings of the Planning Commission, and the site plan application, all information included in the minutes taken in relation to the abovementioned Village Board and Planning Commission meetings, are herein incorporated by reference, including the following findings of the Planning Commission: I. Applicant proposes improving the aesthetics of the west wall consistent with the Village’s Commercial Guidelines. II. The design is a reflection of the history of the building III. Significant improvement to the streetscape along Hamlin. IV. No additional outdoor dining V. The applicant proposes no improvements to the second floor, and its use is not part of this application. VI. Conditions: VII. Only downlighting on the exterior of the building.

VIII. The applicant will consider enhanced ornamental brickwork on the façade. 2. The Resolution of the Village Board considering the environmental impacts of the project and the issuance of a Negative Declaration of Environmental Significance is incorporated herein by reference. 3. The Site Plan relating to the proposed project at 206 Main Street, East Aurora, New York, wherein the applicant proposes to modify the west exterior façade that includes the installation of a 10'x12' roll-up door, a double door, and to extend the exterior wall and roof for the enlargement of the interior stairway, as detailed on documents submitted with the application, is hereby approved and is subject to the following additional conditions: a. ______________________________________________________________ ______________________________________________________________ ______________________________________________________________ ______________________________________________________________ ______________________________________________________________ 2. The resolution is effective immediately, approving the issuance of a development and construction permit as hereinbefore set forth, subject to compliance with all applicable federal, state, and local laws and codes. The foregoing resolution was duly made by Trustee ___________ and seconded by Trustee __________________________ and carried on September 21, 2026.

Part 2 Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the conc No, or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area (CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a. public / private water supplies? b. public / private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources (e.g., wetlands, waterbodies, groundwater, air quality, flora and fauna)? 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Page 1 of 2 SEAF 2019

For every question in Part 2 that was particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3. Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring, duration, irreversibility, geographic scope and magnitude. Also consider the potential for short- term, long-term and cumulative impacts. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. _________________________________________________ _______________________________________________ Name of Lead Agency Date _________________________________________________ _______________________________________________ Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer _________________________________________________ _______________________________________________ Signature of Responsible Officer in Lead Agency Signature of Preparer (if different from Responsible Officer) Page 2 of 2

Barton & Loguidice Memo To: Luke Wochensky, Mayor Date: September 24, 2026 Village of East Aurora From: Alexander S. Kerr, P.E., PTOE, RSP1 Project No.: 2126.003.003 Managing Engineer Re: All-way Stop Third Party Review Pine Street and Girard Avenue Intersection Village of East Aurora, Erie County, New York This memorandum will perform a peer review of the County’s all-way stop analysis including a review of the data, assumptions, analysis, and recommendation for an all-way stop. Pine Street operates as a north/southbound urban minor arterial highway owned/maintained by Erie County. Girard Avenue operates as an east/westbound urban local road and is owned/maintained by the Village of East Aurora. Under existing conditions, stop control is present on the minor intersection approach of Girard Avenue, while Pine Street is uncontrolled (i.e. free flow). Figure 1 – Project Location Map The Erie County Department of Public Works previously completed a traffic engineering investigation of this study intersection to evaluate implementing all-way stop control in accordance with criteria set forth in the National Manual of Uniform Traffic Control Devices (MUTCD). The findings of County’s analysis was summarized Pine Street and Girard Ave AWS Review (ID 3690412).docx

Luke Wochensky, Mayor Village of East Aurora All-Way Stop Third Party Review: Pine Street & Girard Avenue Intersection September 24, 2026 Page 2 in a memo to the Village of East Aurora, dated 7/2/2026, and is included in the appendices of this memorandum (see Appendix F). Section 1 - Review of All-Way Stop Recommendation: The 11th Edition of the Manual on Uniform Traffic Control Devices (MUTCD), Sections 2B.12 through 2B.17, identifies five warrants for evaluating all-way stop control. At a three-legged intersection, all-way stop control would require STOP signs on all three approaches. The decision should be supported by an engineering study addressing existing operations, safety conditions, and the potential benefits and adverse effects of requiring all approaches to stop. The MUTCD emphasizes that satisfying a warrant does not, by itself, require installation of all-way stop control; the final determination must be based on engineering judgment. The applicable MUTCD all-way stop warrants are summarized below: Warrant Criteria for a Three-Legged Intersection Four or more reported crashes within a 12-month period, or five or more reported crashes A: Crash within a 36-month period, of types susceptible to correction by all-way stop control. Experience Potentially correctable crashes typically include right-angle and turning-movement collisions. Sight distance from the stop-controlled minor-road approach is inadequate for a stopped B: Sight vehicle to safely turn onto or cross the uncontrolled major road, and the intersection Distance cannot reasonably be negotiated unless the major-road traffic is also required to stop. C: Transition All-way stop control is proposed as an interim measure while arrangements are being Control made to install a traffic signal or to transition to yield control at a circular intersection. For each of the same eight hours of a typical day: (1) the combined motor-vehicle, bicycle, and pedestrian volume entering from the two major-street approaches is at least 300 units per hour; and (2) the combined volume entering from the single minor-street approach is D: Eight-Hour at least 200 units per hour. The eight qualifying hours need not be consecutive. If the Volume major-street 85th-percentile approach speed exceeds 40 mph, the thresholds may be reduced to 70 percent, or 210 units per hour on the major street and 140 units per hour on the minor street. Other conditions indicate that all-way stop control is appropriate, including a need to control left-turn conflicts, an intersection of similar residential collector streets where all- E: Other Factors way stop control would improve operations, or pedestrian and bicycle activity that supports the installation. A review of each warrant in comparison to Erie County’s prior analysis is provided below. Pine Street and Girard Ave AWS Review (ID 3690412).docx

Luke Wochensky, Mayor Village of East Aurora All-Way Stop Third Party Review: Pine Street & Girard Avenue Intersection September 24, 2026 Page 3 All-Way Stop Warrant A – Crash Analysis: Erie County performed a query of the NYSDOT’s Crash Location & Engineering Analysis Repository (CLEAR) Crash Data Viewer to quantify the number of recorded crashes occurring both within a 12-month and 36-month period. The 12-month analysis period evaluated crashes occurring from January 2023 through December 2023 and the 36-month analysis period evaluated January 2023 through December 2025. During the 12-month analysis period, a total of two crashes were reported, which does not satisfy Warrant A’s threshold of four or more reported crashes within a 12-month period. During the 36-month analysis period, a total of four crashes were reported, which does not satisfy Warrant A’s threshold of five or more reported crashes within a 36-month period. B&L has performed a similar query of NYSDOT’s CLEAR database and we concur with the County’s crash analysis findings for both the 12- and 36-month analysis periods. A copy of the detailed police crash reports (MV-104A form) are included in Appendix E and summary of the crashes is provided in the table below. Crash Severity Crash Type Contributing Factor 1 Property Damage Only Rear End Improper backing 2 Property Damage Only Right Angle Failure to yield right-of-way 3 Property Damage Only Right Angle Inclement weather resulting in failure to yield right-of-way 4 Property Damage Only Right Angle Inclement weather resulting in failure to yield right-of-way In reviewing the detailed police crash reports, we concur with Erie County that three of the four reported crashes were susceptible to improvement by all-way stop control. In addition, we concur that the criteria for Warrant A is not satisfied. All-Way Stop Warrant B – Sight Distance: B&L performed an intersection sight distance analysis per methodology outlined by AASHTO and the NYSDOT Highway Design Manual (HDM). This analysis was performed in the field on Friday September 11, 2026. Appendix 5C of the NYSDOT HDM provides recommended intersection sight distance values which should be provided to conform with AASHTO design guidelines under various turning conditions. The worst-case scenario, case B1 where a vehicle is turning left from the Girard Avenue approach is outlined in Table 5C-3 below. Pine Street and Girard Ave AWS Review (ID 3690412).docx

Luke Wochensky, Mayor Village of East Aurora All-Way Stop Third Party Review: Pine Street & Girard Avenue Intersection September 24, 2026 Page 4 The posted speed limit at the study intersection is 30 mph. However, a review of available traffic speed data from the NYSDOT’s traffic data viewer shows that the average 85 th percentile speed (or free flow speed) is closer to 34 mph. As such, a design speed of 35 mph is conservatively appropriate; translating to a design intersection sight distance of 390 feet for passenger cars. Based on the results of B&L’s field analysis, it was determined that approximately 390 feet of sight distance is provided looking to the north and 206 feet looking to the south. Refer to Appendix C for summary field measurement figures and site photographs. Comparatively, Erie County in their review used a design speed of 30 mph translating to a design intersection sight distance of 335 feet for passenger cars. Their field observations of existing sight distance were approximately 335 feet of sight distance looking to the north and 270 feet of sight distance looking to the south. Both sight distance analyses confirmed there is a non-standard sight distance looking to the south from the Girard Avenue approach. This limited sight distance is the result of existing embankment present on the southwest intersection quadrant while vehicles are at stopped at the existing stop bar. During our sight visit, vehicles were observed encroaching beyond the stop bar, into the crosswalk, prior to performing turning movements. The available sight distance improves significantly as users move beyond the stop bar but yet not entering the intersection in conflict with other vehicles. We concur with Erie County’s findings that the criteria for all-way stop Warrant B is satisfied. All-Way Stop Warrant C – Transition Control: Warrant C is applicable where all-way stop may be installed at locations where it shall be implemented as an interim measure to control traffic while arrangements are made for the installation of a traffic control signal. Warrant C is not applicable and we concur that criteria for all-way stop Warrant C is not satisfied. Pine Street and Girard Ave AWS Review (ID 3690412).docx

Luke Wochensky, Mayor Village of East Aurora All-Way Stop Third Party Review: Pine Street & Girard Avenue Intersection September 24, 2026 Page 5 All-Way Stop Warrant D – Eight-Hour Volume (Vehicles, Pedestrians, Bicycles): Warrant D is applicable if the following volume thresholds are satisfied per the MUTCD: For a three-legged intersection, the Warrant D major-street volume is the combined volume entering from both legs of the through roadway. The minor-street volume is the total entering volume from the single terminating approach. Pedestrians and bicyclists are counted together with motor vehicles as “units” when applying these thresholds. Turning movement count data was previously collected in service of Erie County’s all-way stop engineering investigation and was utilized for this analysis. Two days of turning movement count data was collected with day 1 occurring on Tuesday June 9, 2026 and day 2 occurring Thursday June 11, 2026. The day 2 traffic volumes were generally higher compared to day 1, and therefore the higher day 2 volumes were used as inputs for this analysis. Refer to Appendix A for detailed turning movement count data. Tables 1 and 2 on the following page compare the empirical traffic volume data collected by Erie County against the Warrant D requirements. The results of this analysis determined that volumes along the mainline of Pine Street satisfy Warrant D, yet the volumes on the minor approach of Girard Avenue do not satisfy Warrant D. Speed data from the NYSDOT Traffic Data Viewer supports that the 85th percentile approach speed does not exceed 40 mph, therefore the volume warrant threshold may not be reduced to 70 percent. Refer to Appendix A for NYSDOT Traffic Data Viewer speed data. Our analysis coincides with the findings of Erie County and Warrant D is not satisfied for the study intersection. Pine Street and Girard Ave AWS Review (ID 3690412).docx

Luke Wochensky, Mayor Village of East Aurora All-Way Stop Third Party Review: Pine Street & Girard Avenue Intersection September 24, 2026 Page 6 Table 1 – Major Intersection Approaches Warrant D Volume Analysis Peak Hour Pine St. SB Pine St. NB Combined NB/SB ≥300 units? Margin 7:00–8:00 a.m. 224 146 370 Yes +70 8:00–9:00 a.m. 214 227 441 Yes +141 11:00 a.m.–12:00 p.m. 206 135 341 Yes +41 12:00–1:00 p.m. 179 132 311 Yes +11 2:00–3:00 p.m. 211 201 412 Yes +112 3:00–4:00 p.m. 221 200 421 Yes +121 4:00–5:00 p.m. 237 210 447 Yes +147 5:00–6:00 p.m. 248 199 447 Yes +147 Table 2 – Minor Intersection Approach Warrant D Volume Analysis Peak Hour EB Vehicles Pedestrians Total Girard Units ≥200 units? Shortfall 7:00–8:00 a.m. 41 6 47 No −153 8:00–9:00 a.m. 84 4 88 No −112 11:00 a.m.–12:00 p.m. 95 4 99 No −101 12:00–1:00 p.m. 130 7 137 No −63 2:00–3:00 p.m. 118 5 123 No −77 3:00–4:00 p.m. 170 1 171 No −29 4:00–5:00 p.m. 151 0 151 No −49 5:00–6:00 p.m. 165 5 170 No −30 Pine Street and Girard Ave AWS Review (ID 3690412).docx

Luke Wochensky, Mayor Village of East Aurora All-Way Stop Third Party Review: Pine Street & Girard Avenue Intersection September 24, 2026 Page 7 All-Way Stop Warrant E – Other Factors: The MUTCD offers the following other factors to consider for the applicability of all-way stop control: A. The need to control left-turn conflicts, B. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristic where all-way stop control would improve traffic operational characteristics of the intersection, or C. Where pedestrian and/or bicyclist movements support the installation of all-way stop control. There is no evidence the above other factors are applicable to the study intersection and Warrant E is not satisfied based on both this and Erie County’s analysis. Section 2: Queue Analysis: A SimTraffic queuing analysis was performed for a 60-minute study peak hour following a 15-minute network seeding period. Peak-hour traffic demand was modeled using four 15-minute intervals to reflect variations in traffic flow within the analysis hour. A minimum of 10 simulation runs with different randomized seeds were completed, and the reported 95th-percentile queues represent the average results of the multiple simulation runs. This queueing analysis was performed on the study intersection under existing conditions as well as proposed all-way stop conditions. Under existing conditions, the 95 th percentile queues ranged from 60-80 feet for the Girard Avenue approach. Under proposed conditions, queues ranged from 60-65 feet on the Girard Avenue approach and 70-80 feet on the Pine Street approaches. The results of queueing analysis highlight that, during peak hours of traffic, queues along the southbound approach of Pine Street may impact the intersection of Lawrence Avenue. The intersection of Lawerence Avenue and Pine Street is approximately 40 feet offset to the north from the intersection with Girard Avenue. Refer to Appendix B for detailed SimTraffic queueing reports. The 95 th percentile queues are highlighted in yellow for ease of review. Section 3: Vehicle Turn Template Analysis: B&L developed models of school bus and single unit truck turning templates to evaluate the geometry of the study intersection under proposed all-way stop conditions. In specific, Transoft Solutions AutoTURN models, an industry-standard vehicle sweep path analysis software, were developed to evaluate a school bus and a single unit delivery truck. The results of this analysis are included within Appendix D. Review of the turning template analysis presents two concerns related to implementing all-way stop control: 1. Vehicles turning southbound onto Pine Street from Lawrence Street would not be able to complete their turning movement prior to the Pine Street southbound approach stop bar. See figures T-1 through T-4 in Appendix D. Pine Street and Girard Ave AWS Review (ID 3690412).docx

Luke Wochensky, Mayor Village of East Aurora All-Way Stop Third Party Review: Pine Street & Girard Avenue Intersection September 24, 2026 Page 8 2. Vehicles turning southbound onto Pine Street from Girard Avenue are not able to complete their turning movement without utilizing the northbound through lane of Pine Street. This turning movement would be in conflict with northbound queued vehicles should all-way stop control be implemented. The northbound stop bar would need to be located substantially back from the intersection to resolve this conflict. Section 4: Analysis Results & Recommendations Summarizing the results of this analysis: 1. An all-way stop warrant analysis has been performed by Erie County in accordance with the MUTCD. a. Of the warrants evaluated, only the sight distance warrant (Warrant B) was satisfied. 2. A SimTraffic queueing analysis was performed. a. Under proposed conditions, southbound queues would conflict with the intersection of Lawrence Avenue. 3. An AutoTURN vehicle turning template analysis was performed a. Conflicts with vehicles queued on Pine Street under proposed all-way stop conditions were observed. Although the study intersection is noted to have a non-standard intersection sight distance for eastbound passenger vehicles stopped at the stop bar, there is no pattern of crashes associated with the non-standard feature. Furthermore, implementing all-way stop control at the study intersection would create operational conflicts with the offset intersection of Lawrence Avenue as well as create conflicts with vehicles and traffic queued on Pine Street. The existing intersection geometry would need to be modified to accommodate these turning vehicles under proposed all-way stop conditions which may result in utility or right-of-way impacts. Based on this rationale, implementing all-way stop control at the intersection of Pine Street and Girard Avenue is not recommended at this time. _______________________________________ ___ 9/24/2026 ____ Alexander S. Kerr, P.E., PTOE, RSP1 Date Managing Engineer REFERENCES: 1. National Manual on Uniform Traffic Control Devices for Streets and Highways - 11 th Edition 2. NYSDOT Highway Design Manual ASK/ Pine Street and Girard Ave AWS Review (ID 3690412).docx

APPENDIX A Traffic Count & Speed Data

Pine Rd & Girard Rd - Thursday June 11, 2026 Pine St SB WB Pine St NB Girard Rd EB Peds Right Thru Left Total Peds Peds Right Thru Left Total Peds Right Thru Left Total Time Interval 1 2 3 4 5 9 10 11 12 13 14 15 16 7:00-7:15 1 0 21 13 0 1 0 0 22 4 4 6 0 9 7:15-7:30 2 7 28 24 0 0 0 0 18 11 1 3 0 1 224 146 41 7:30-7:45 3 3 32 32 0 0 0 0 28 17 0 2 0 3 7:45-8:00 4 0 31 43 0 0 0 0 25 21 1 7 0 10 8:00-8:15 5 0 27 25 0 0 0 0 31 26 0 3 0 6 AM 8:15-8:30 6 0 36 25 0 214 0 1 0 33 18 227 1 6 0 12 84 8:30-8:45 7 0 15 24 0 0 1 0 45 19 2 13 0 12 Peak 8:45-9:00 8 0 25 37 0 0 2 0 35 20 1 11 0 21 11:00-11:15 9 1 12 35 0 0 0 0 29 11 2 7 0 17 11:15-11:30 10 2 22 29 0 0 0 0 19 7 1 7 0 16 206 135 95 11:30-11:45 11 0 24 26 0 0 0 0 25 5 1 3 0 12 11:45-12:00 12 0 22 36 0 0 0 0 31 8 0 14 0 19 12:00-12:15 13 0 16 27 0 0 0 0 32 7 4 15 0 19 12:15-12:30 14 1 18 23 0 0 0 0 26 8 1 8 0 31 179 132 130 12:30-12:45 15 3 21 25 0 0 0 0 21 10 2 11 0 9 12:45-1:00 16 1 18 31 0 0 0 0 22 6 0 9 0 28 2:00-2:15 17 1 26 41 0 0 1 0 40 10 0 6 0 21 2:15-2:30 18 0 14 28 0 0 0 0 29 8 0 9 0 13 211 201 118 2:30-2:45 19 3 17 31 0 0 0 0 33 9 4 17 0 17 2:45-3:00 20 0 20 34 0 0 0 0 45 27 1 13 0 22 3:00-3:15 21 1 27 38 0 0 0 0 32 21 0 11 0 28 3:15-3:30 22 0 23 31 0 0 0 0 46 16 1 17 0 27 221 200 170 3:30-3:45 23 0 20 26 0 0 0 0 34 10 0 22 0 24 3:45-4:00 24 0 23 33 0 0 0 0 28 13 0 17 0 24 4:00-4:15 25 0 12 31 0 0 0 0 46 10 0 12 0 21 4:15-4:30 26 0 25 43 0 0 0 0 43 13 0 20 0 27 237 210 151 PM 4:30-4:45 27 0 23 37 0 0 0 0 42 10 0 15 0 19 4:45-5:00 28 0 29 37 0 0 0 0 35 11 0 11 0 26 Peak 5:00-5:15 29 0 20 48 0 0 0 0 47 12 1 18 0 34 5:15-5:30 30 1 23 25 0 0 0 0 32 18 0 15 0 19 248 199 165 5:30-5:45 31 0 20 33 0 0 1 0 35 8 4 14 0 24 5:45-6:00 32 0 25 54 0 0 0 0 33 14 0 17 0 24

Speed Bins Report NYSDOT_SC 536471000000 Monday, June 7, 2021 to Friday, June 11, 2021 Site Name 536471 Site ID 536471000000 Description CR6 PINE ST from US 20A to AURORA TL Region 5 County Erie DOTID 156812 County Order 1 Lanes Each Lane Show Average Time Period 15 minutes Averaged over All days Speed units mph Exclude data: None All directions 85th Average Flow <20.0mph 20.0-25.0mph 25.0-30.0mph 30.0-35.0mph 35.0-40.0mph 40.0-45.0mph 45.0-50.0mph 50.0-55.0mph 55.0-60.0mph 60.0-65.0mph 65.0-70.0mph 70.0-75.0mph 75.0-80.0mph 80.0-85.0mph >85.0mph Mean Speed Std Dev %ile 00:00:00 5 0 2 1 1 0 0 0 0 0 0 0 0 0 0 0 34 27.7 5.1 00:15:00 2 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 00:30:00 4 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 32.1 4.8 00:45:00 3 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 24.4 10.4 01:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15:00 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 01:30:00 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 01:45:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 02:00:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15:00 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 02:30:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 02:45:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 03:15:00 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 03:30:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45:00 2 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 30.7 8.4 04:00:00 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 04:15:00 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 27.2 6.9 04:30:00 2 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 04:45:00 3 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 30.8 4.7 05:00:00 4 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 38.1 29.8 7.6 05:15:00 11 0 1 3 5 1 0 0 0 0 0 0 0 0 0 0 34.7 29.9 5.6 05:30:00 16 0 1 4 5 4 1 0 0 0 0 0 0 0 0 0 38.3 32.2 5.5 05:45:00 11 0 1 2 5 3 0 0 0 0 0 0 0 0 0 0 37.7 32.7 4.4 06:00:00 20 0 1 6 10 3 0 0 0 0 0 0 0 0 0 0 35 31.3 3.9 06:15:00 32 1 2 10 12 5 1 0 0 0 0 0 0 0 0 0 36.5 30.8 5.7 06:30:00 41 1 2 9 18 9 2 0 0 0 0 0 0 0 0 0 37.7 32 5.6 06:45:00 50 1 6 17 17 8 1 0 0 0 0 0 0 0 0 0 36.2 30.1 6 07:00:00 43 2 4 14 14 6 2 0 0 0 0 0 0 0 0 0 36.3 29.8 6.8 07:15:00 57 3 6 16 23 8 1 0 0 0 0 0 0 0 0 0 35.2 29.8 6.3 07:30:00 67 3 4 21 27 10 2 0 0 0 0 0 0 0 0 0 35.9 30.3 6.4 07:45:00 79 3 9 24 32 10 2 0 0 0 0 0 0 0 0 0 35 30 6.1 08:00:00 54 1 6 20 22 5 1 0 0 0 0 0 0 0 0 0 34.5 29.7 5.2 08:15:00 67 3 11 24 22 6 1 0 0 0 0 0 0 0 0 0 34.2 28.6 6 08:30:00 70 2 8 27 28 5 0 0 0 0 0 0 0 0 0 0 34 29.2 5.5 08:45:00 82 2 12 33 28 6 1 0 0 0 0 0 0 0 0 0 34.1 28.9 5.2

09:00:00 52 1 7 16 21 6 1 0 0 0 0 0 0 0 0 0 34.8 29.8 5.5 09:15:00 53 2 8 18 20 5 0 0 0 0 0 0 0 0 0 0 34.3 28.9 5.7 09:30:00 59 1 7 22 23 5 1 0 0 0 0 0 0 0 0 0 34.3 29.6 4.8 09:45:00 64 2 6 24 23 8 1 0 0 0 0 0 0 0 0 0 34.8 29.6 5.8 10:00:00 62 1 9 21 22 8 0 0 0 0 0 0 0 0 0 0 34.8 29.7 5.5 10:15:00 60 3 8 21 23 5 0 0 0 0 0 0 0 0 0 0 34.3 28.9 6 10:30:00 64 2 8 24 23 5 1 0 0 0 0 0 0 0 0 0 34.3 29.4 5.4 10:45:00 70 4 8 25 26 7 1 0 0 0 0 0 0 0 0 0 34.4 28.8 6.4 11:00:00 68 1 6 26 25 8 1 1 0 0 0 0 0 0 0 0 34.9 30.3 5 11:15:00 63 2 6 23 25 6 0 0 0 0 0 0 0 0 0 0 34.4 29.6 5.2 11:30:00 70 2 8 28 24 7 0 0 0 0 0 0 0 0 0 0 34.3 29.1 5.5 11:45:00 73 2 5 25 30 9 2 0 0 0 0 0 0 0 0 0 34.9 30.3 5.5 12:00:00 76 1 10 24 30 9 1 0 0 0 0 0 0 0 0 0 34.7 29.8 5.4 12:15:00 71 3 8 22 30 8 1 0 0 0 0 0 0 0 0 0 34.6 29.7 5.7 12:30:00 73 3 10 24 25 9 1 1 0 0 0 0 0 0 0 0 35 29.5 6.5 12:45:00 71 2 8 28 27 7 0 0 0 0 0 0 0 0 0 0 34.4 29.5 5.2 13:00:00 73 2 8 31 25 7 1 0 0 0 0 0 0 0 0 0 34.4 29.2 5.5 13:15:00 74 2 8 32 26 7 0 0 0 0 0 0 0 0 0 0 34.1 29.2 4.9 13:30:00 70 3 7 30 23 6 1 0 0 0 0 0 0 0 0 0 34.2 29 5.6 13:45:00 76 2 9 29 29 6 1 0 0 0 0 0 0 0 0 0 34.3 29.4 5.2 14:00:00 75 3 10 27 27 7 1 0 0 0 0 0 0 0 0 0 34.4 29 5.9 14:15:00 79 2 10 26 31 10 1 0 0 0 0 0 0 0 0 0 34.8 29.8 5.5 14:30:00 100 3 13 35 39 9 1 0 0 0 0 0 0 0 0 0 34.3 29.3 5.5 14:45:00 103 4 14 38 39 8 1 0 0 0 0 0 0 0 0 0 34.1 29 5.5 15:00:00 95 2 10 36 39 7 1 0 0 0 0 0 0 0 0 0 34.2 29.5 5.1 15:15:00 99 2 10 35 40 10 2 0 0 0 0 0 0 0 0 0 34.6 30 5.2 15:30:00 101 2 10 37 42 8 0 1 0 0 0 0 0 0 0 0 34.3 29.7 5.1 15:45:00 104 1 10 34 48 10 0 0 0 0 0 0 0 0 0 0 34.5 30.1 4.6 16:00:00 103 3 9 37 44 9 0 0 0 0 0 0 0 0 0 0 34.4 29.7 5.1 16:15:00 94 2 7 30 43 11 1 0 0 0 0 0 0 0 0 0 34.8 30.4 5.1 16:30:00 99 2 10 38 40 10 0 0 0 0 0 0 0 0 0 0 34.4 29.8 4.8 16:45:00 100 2 6 36 44 11 1 0 0 0 0 0 0 0 0 0 34.6 30.2 4.9 17:00:00 104 4 12 36 40 9 2 0 0 0 0 0 0 0 0 0 34.5 29.3 6 17:15:00 110 8 17 34 40 10 1 0 0 0 0 0 0 0 0 0 34.2 28.3 6.6 17:30:00 111 2 9 39 50 8 2 0 0 0 0 0 0 0 0 0 34.4 30 4.9 17:45:00 107 5 19 35 37 10 1 0 0 0 0 0 0 0 0 0 34.3 28.6 6.2 18:00:00 103 7 18 34 34 8 1 0 0 0 0 0 0 0 0 0 34.1 28.1 6.5 18:15:00 84 6 15 28 29 6 0 0 0 0 0 0 0 0 0 0 33.9 27.9 6.4 18:30:00 82 4 18 29 27 5 0 0 0 0 0 0 0 0 0 0 33.7 28 5.7 18:45:00 86 5 18 32 24 6 0 0 0 0 0 0 0 0 0 0 33.7 27.7 6.1 19:00:00 70 4 11 27 24 4 0 0 0 0 0 0 0 0 0 0 33.7 28.1 6 19:15:00 60 4 10 23 18 5 0 0 0 0 0 0 0 0 0 0 34.2 28.2 6.4 19:30:00 88 13 24 24 21 6 0 0 0 0 0 0 0 0 0 0 33.2 25.4 7.8 19:45:00 71 5 13 26 23 3 0 0 0 0 0 0 0 0 0 0 33.6 27.7 6.6 20:00:00 61 3 8 24 21 5 0 0 0 0 0 0 0 0 0 0 34.2 28.7 6.1 20:15:00 57 3 6 22 22 2 0 0 0 0 0 0 0 0 0 0 33.7 28.6 6.2 20:30:00 59 4 9 24 18 4 0 0 0 0 0 0 0 0 0 0 33.5 27.5 6.4 20:45:00 49 1 10 20 16 3 0 0 0 0 0 0 0 0 0 0 33.6 28.4 4.8 21:00:00 46 2 7 19 16 2 0 0 0 0 0 0 0 0 0 0 33.5 28.1 5.6 21:15:00 33 2 4 16 10 2 0 0 0 0 0 0 0 0 0 0 33.2 28 5.3 21:30:00 34 2 6 14 10 2 0 0 0 0 0 0 0 0 0 0 33.4 27.4 6.2 21:45:00 27 0 4 11 10 2 0 0 0 0 0 0 0 0 0 0 34.1 29.2 4.9 22:00:00 17 1 2 6 7 2 0 0 0 0 0 0 0 0 0 0 34.4 29.4 5.9 22:15:00 16 1 2 7 6 1 0 0 0 0 0 0 0 0 0 0 33.7 28.4 5.6 22:30:00 17 0 2 6 6 2 0 0 0 0 0 0 0 0 0 0 34.4 29.5 4.9

22:45:00 12 1 1 4 5 2 0 0 0 0 0 0 0 0 0 0 35.5 29.7 7 23:00:00 10 1 2 2 4 2 0 0 0 0 0 0 0 0 0 0 35.1 28.8 7.1 23:15:00 7 0 1 2 2 1 0 0 0 0 0 0 0 0 0 0 35.9 29.8 6 23:30:00 5 0 0 2 2 1 0 0 0 0 0 0 0 0 0 0 35 29.6 5.8 23:45:00 6 0 0 2 2 1 0 0 0 0 0 0 0 0 0 0 36.9 31.4 4.7 7am-7pm 3800 128 459 1352 1454 366 37 4 1 0 0 0 0 0 0 0 34.4 29.4 5.6 6am-10pm 4599 174 581 1644 1718 431 44 5 2 0 0 0 0 0 0 0 34.4 29.2 5.8 6am-12am 4688 178 591 1676 1751 441 44 5 2 0 0 0 0 0 0 0 34.4 29.2 5.8 12am-12am 4769 182 600 1697 1781 454 48 5 2 0 0 0 0 0 0 0 34.4 29.2 5.8 am Peak 8:45:00 10:45:00 8:45:00 8:45:00 7:45:00 7:30:00 11:45:00 11:00:00 8:30:00 4:00:00 5:45:00 Peak Volume 82 4 12 33 32 10 2 1 0 44.1 32.7 1988 pm Peak 17:30:00 19:30:00 19:30:00 17:30:00 17:30:00 16:45:00 17:00:00 15:30:00 17:00:00 20:15:00 23:45:00 23:45:00 Peak Volume 111 13 24 39 50 11 2 1 0 0 36.9 31.4 2079.8 All Northbound 85th Average Flow <20.0mph 20.0-25.0mph 25.0-30.0mph 30.0-35.0mph 35.0-40.0mph 40.0-45.0mph 45.0-50.0mph 50.0-55.0mph 55.0-60.0mph 60.0-65.0mph 65.0-70.0mph 70.0-75.0mph 75.0-80.0mph 80.0-85.0mph >85.0mph Mean Speed Std Dev %ile 00:00:00 3 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 29.2 5.5 00:15:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:30:00 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 00:45:00 2 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 01:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 01:30:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 03:30:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 04:15:00 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 04:30:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45:00 2 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 32 4.7 05:00:00 2 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 28.9 5.3 05:15:00 8 0 0 2 4 1 0 0 0 0 0 0 0 0 0 0 34.6 31.2 3.3 05:30:00 12 0 1 4 4 3 0 0 0 0 0 0 0 0 0 0 37.8 31.5 5.6 05:45:00 5 0 0 1 3 1 0 0 0 0 0 0 0 0 0 0 35.9 31.9 3.7 06:00:00 13 0 1 5 6 1 0 0 0 0 0 0 0 0 0 0 34.3 30.3 3.7 06:15:00 18 0 2 7 6 2 0 0 0 0 0 0 0 0 0 0 34.8 29.6 5.4 06:30:00 23 0 1 7 10 3 1 0 0 0 0 0 0 0 0 0 35.9 31.3 4.4 06:45:00 34 1 4 14 9 5 1 0 0 0 0 0 0 0 0 0 35.6 29.6 5.9 07:00:00 27 2 3 12 7 3 0 0 0 0 0 0 0 0 0 0 34.4 28 6.9 07:15:00 24 1 4 8 8 3 0 0 0 0 0 0 0 0 0 0 34.8 29.4 5.5 07:30:00 36 2 2 13 14 4 0 0 0 0 0 0 0 0 0 0 34.7 29.6 6.2 07:45:00 40 1 5 14 15 4 1 0 0 0 0 0 0 0 0 0 34.4 29.3 5.9 08:00:00 29 1 4 12 10 2 0 0 0 0 0 0 0 0 0 0 33.8 28.9 4.9 08:15:00 34 0 7 13 11 2 0 0 0 0 0 0 0 0 0 0 33.6 28.4 4.7 08:30:00 36 2 6 14 13 1 0 0 0 0 0 0 0 0 0 0 33.4 27.9 6.2 08:45:00 37 0 7 18 11 2 0 0 0 0 0 0 0 0 0 0 33.1 28.3 4.3

09:00:00 24 0 4 9 9 1 0 0 0 0 0 0 0 0 0 0 33.7 28.8 4.7 09:15:00 26 0 5 12 7 1 0 0 0 0 0 0 0 0 0 0 33.1 28 4.5 09:30:00 30 0 5 15 10 1 0 0 0 0 0 0 0 0 0 0 33 28.5 3.9 09:45:00 29 1 3 14 8 2 0 0 0 0 0 0 0 0 0 0 33.3 28 5.5 10:00:00 28 1 5 12 9 2 0 0 0 0 0 0 0 0 0 0 33.6 28.2 5.4 10:15:00 27 2 4 12 8 2 0 0 0 0 0 0 0 0 0 0 33.4 27.5 6.3 10:30:00 33 1 5 16 10 2 0 0 0 0 0 0 0 0 0 0 33.2 28.1 5.1 10:45:00 38 3 6 15 12 2 0 0 0 0 0 0 0 0 0 0 33.5 27.5 6.4 11:00:00 32 0 4 15 10 2 0 0 0 0 0 0 0 0 0 0 34 29.3 5 11:15:00 32 1 4 15 10 2 0 0 0 0 0 0 0 0 0 0 33.9 28.8 5.2 11:30:00 37 1 4 17 12 2 0 0 0 0 0 0 0 0 0 0 33.5 28.5 5 11:45:00 36 1 4 15 13 3 0 0 0 0 0 0 0 0 0 0 33.9 28.9 5.4 12:00:00 37 0 7 15 12 3 0 0 0 0 0 0 0 0 0 0 34.1 28.9 4.8 12:15:00 35 2 5 12 14 2 0 0 0 0 0 0 0 0 0 0 33.9 28.6 5.8 12:30:00 34 2 6 14 10 3 0 0 0 0 0 0 0 0 0 0 33.8 27.9 6.1 12:45:00 33 0 5 15 11 1 0 0 0 0 0 0 0 0 0 0 33.4 28.6 4.4 13:00:00 36 2 5 17 10 2 1 0 0 0 0 0 0 0 0 0 33.4 28 5.8 13:15:00 42 1 5 20 13 2 0 0 0 0 0 0 0 0 0 0 33.5 28.5 5 13:30:00 35 2 5 17 9 2 0 0 0 0 0 0 0 0 0 0 33.5 28.1 5.6 13:45:00 39 1 7 16 12 2 0 0 0 0 0 0 0 0 0 0 33.5 28.2 5.1 14:00:00 38 2 6 17 11 2 0 0 0 0 0 0 0 0 0 0 33.7 28.2 5.7 14:15:00 45 1 8 17 16 3 0 0 0 0 0 0 0 0 0 0 33.8 28.8 4.7 14:30:00 48 3 7 22 12 3 1 0 0 0 0 0 0 0 0 0 33.7 27.9 6 14:45:00 50 1 9 21 17 2 0 0 0 0 0 0 0 0 0 0 33.4 28.3 5.1 15:00:00 50 2 6 22 18 2 0 0 0 0 0 0 0 0 0 0 33.6 28.6 5.1 15:15:00 50 1 7 22 16 3 0 0 0 0 0 0 0 0 0 0 33.6 28.7 4.9 15:30:00 44 1 6 19 15 2 0 0 0 0 0 0 0 0 0 0 33.7 28.8 5.4 15:45:00 48 1 6 20 19 3 0 0 0 0 0 0 0 0 0 0 33.8 29.2 4.5 16:00:00 48 2 6 21 18 2 0 0 0 0 0 0 0 0 0 0 33.5 28.5 5.2 16:15:00 44 1 5 19 16 3 0 0 0 0 0 0 0 0 0 0 33.8 29 4.9 16:30:00 48 1 7 22 16 2 0 0 0 0 0 0 0 0 0 0 33.4 28.6 4.5 16:45:00 46 1 4 19 19 3 0 0 0 0 0 0 0 0 0 0 34 29.3 4.9 17:00:00 57 2 8 24 20 2 1 0 0 0 0 0 0 0 0 0 33.6 28.6 5.5 17:15:00 56 6 12 20 16 2 0 0 0 0 0 0 0 0 0 0 33 26.4 6.8 17:30:00 50 0 4 20 23 2 0 0 0 0 0 0 0 0 0 0 33.9 29.7 4.1 17:45:00 52 3 12 18 14 4 0 0 0 0 0 0 0 0 0 0 33.5 27.2 6.2 18:00:00 58 6 16 20 14 2 0 0 0 0 0 0 0 0 0 0 32.8 26 6.8 18:15:00 46 5 11 17 11 2 0 0 0 0 0 0 0 0 0 0 33 26.3 6.9 18:30:00 41 2 12 18 8 1 0 0 0 0 0 0 0 0 0 0 31.9 26.3 5.6 18:45:00 30 2 4 13 8 2 0 0 0 0 0 0 0 0 0 0 33.8 28.1 6 19:00:00 35 2 6 17 9 0 0 0 0 0 0 0 0 0 0 0 32.6 27 5.9 19:15:00 28 2 6 14 5 1 0 0 0 0 0 0 0 0 0 0 32.4 26.8 6.2 19:30:00 35 2 7 15 8 2 0 0 0 0 0 0 0 0 0 0 33.1 27 6.3 19:45:00 36 2 5 16 12 1 0 0 0 0 0 0 0 0 0 0 33.1 27.7 6.1 20:00:00 33 2 4 16 10 2 0 0 0 0 0 0 0 0 0 0 33.4 27.9 5.7 20:15:00 30 2 4 14 8 1 0 0 0 0 0 0 0 0 0 0 33.2 28 6.4 20:30:00 28 2 5 14 6 0 0 0 0 0 0 0 0 0 0 0 32.1 26.5 6 20:45:00 27 0 6 12 7 2 0 0 0 0 0 0 0 0 0 0 33.2 28.1 4.5 21:00:00 24 2 4 11 7 0 0 0 0 0 0 0 0 0 0 0 32.5 27.1 5.5 21:15:00 19 1 2 10 4 1 0 0 0 0 0 0 0 0 0 0 32.7 27.8 5 21:30:00 21 2 4 10 6 0 0 0 0 0 0 0 0 0 0 0 32.7 27 6 21:45:00 16 0 2 8 4 1 0 0 0 0 0 0 0 0 0 0 33.4 28.2 5.1 22:00:00 10 0 1 4 4 1 0 0 0 0 0 0 0 0 0 0 34.6 29.2 6.3 22:15:00 9 0 2 3 3 0 0 0 0 0 0 0 0 0 0 0 33.6 27.9 6 22:30:00 10 0 1 4 4 1 0 0 0 0 0 0 0 0 0 0 34.3 29.7 4.2

22:45:00 8 1 1 2 2 2 0 0 0 0 0 0 0 0 0 0 36.6 29.2 8 23:00:00 7 0 1 2 3 1 0 0 0 0 0 0 0 0 0 0 34.6 29.4 5.8 23:15:00 4 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 29.2 6.3 23:30:00 3 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 30.6 3.7 23:45:00 4 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 31.4 4.7 7am-7pm 1875 75 294 787 604 105 8 1 1 0 0 0 0 0 0 0 33.6 28.3 5.5 6am-10pm 2294 95 358 976 723 129 10 1 1 0 0 0 0 0 0 0 33.6 28.2 5.6 6am-12am 2348 98 364 996 742 135 10 2 1 0 0 0 0 0 0 0 33.6 28.2 5.6 12am-12am 2399 100 369 1010 762 143 11 2 1 0 0 0 0 0 0 0 33.7 28.3 5.6 am Peak 7:45:00 10:45:00 8:15:00 8:45:00 7:45:00 6:45:00 6:30:00 11:00:00 7:45:00 1:30:00 4:45:00 Peak Volume 40 3 7 18 15 5 1 0 0 42 32 2108.8 pm Peak 18:00:00 17:15:00 18:00:00 17:00:00 17:30:00 17:45:00 17:00:00 15:30:00 17:00:00 20:15:00 23:45:00 23:45:00 Peak Volume 58 6 16 24 23 4 1 0 0 0 37.4 31.4 2100 All Southbound 85th Average Flow <20.0mph 20.0-25.0mph 25.0-30.0mph 30.0-35.0mph 35.0-40.0mph 40.0-45.0mph 45.0-50.0mph 50.0-55.0mph 55.0-60.0mph 60.0-65.0mph 65.0-70.0mph 70.0-75.0mph 75.0-80.0mph 80.0-85.0mph >85.0mph Mean Speed Std Dev %ile 00:00:00 2 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 00:15:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:30:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:45:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 01:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00:00 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 30.8 9.5 05:15:00 3 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 26.6 8.1 05:30:00 3 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 34.9 4.2 05:45:00 5 0 0 1 2 2 0 0 0 0 0 0 0 0 0 0 38.8 33.5 5 06:00:00 7 0 0 1 4 2 0 0 0 0 0 0 0 0 0 0 37.2 33.1 3.7 06:15:00 14 0 0 3 6 3 1 0 0 0 0 0 0 0 0 0 38 32.4 5.7 06:30:00 18 1 1 1 8 6 1 0 0 0 0 0 0 0 0 0 38.7 32.9 6.8 06:45:00 17 0 2 3 8 4 0 0 0 0 0 0 0 0 0 0 37.1 31.3 5.8 07:00:00 17 0 1 3 8 4 1 0 0 0 0 0 0 0 0 0 38.5 32.7 5.6 07:15:00 33 2 2 8 15 5 1 0 0 0 0 0 0 0 0 0 35.8 30.1 6.8 07:30:00 31 1 2 8 12 6 1 0 0 0 0 0 0 0 0 0 37.3 31 6.5 07:45:00 39 2 3 9 18 6 1 0 0 0 0 0 0 0 0 0 36.1 30.7 6.3 08:00:00 26 1 2 8 11 3 0 0 0 0 0 0 0 0 0 0 35.2 30.6 5.5 08:15:00 33 3 4 11 11 4 1 0 0 0 0 0 0 0 0 0 34.8 28.7 7.1 08:30:00 34 0 2 13 15 4 0 0 0 0 0 0 0 0 0 0 34.6 30.5 4.4 08:45:00 44 2 5 15 17 5 1 0 0 0 0 0 0 0 0 0 34.6 29.5 5.8

09:00:00 28 1 3 6 12 5 1 0 0 0 0 0 0 0 0 0 36.5 30.7 5.9 09:15:00 27 2 3 6 12 4 0 0 0 0 0 0 0 0 0 0 35 29.7 6.5 09:30:00 29 1 3 8 13 4 1 0 0 0 0 0 0 0 0 0 35.7 30.8 5.4 09:45:00 36 1 3 10 15 6 1 0 0 0 0 0 0 0 0 0 36.4 30.9 5.7 10:00:00 34 0 4 9 13 6 0 0 0 0 0 0 0 0 0 0 36.4 30.9 5.3 10:15:00 33 1 4 9 15 4 0 0 0 0 0 0 0 0 0 0 34.7 30 5.6 10:30:00 30 0 3 8 14 3 1 0 0 0 0 0 0 0 0 0 35.4 30.9 5.4 10:45:00 32 1 2 10 14 5 0 0 0 0 0 0 0 0 0 0 35.4 30.3 6 11:00:00 36 0 3 11 15 6 1 0 0 0 0 0 0 0 0 0 36.3 31.2 4.9 11:15:00 30 1 2 8 15 4 0 0 0 0 0 0 0 0 0 0 34.7 30.4 5.1 11:30:00 34 1 4 11 12 5 0 0 0 0 0 0 0 0 0 0 35.3 29.8 5.9 11:45:00 37 1 2 10 17 6 2 0 0 0 0 0 0 0 0 0 37 31.8 5.3 12:00:00 38 1 4 9 18 5 1 0 0 0 0 0 0 0 0 0 35.6 30.7 5.7 12:15:00 36 1 2 10 16 6 0 0 0 0 0 0 0 0 0 0 35.7 30.7 5.5 12:30:00 39 1 4 10 16 6 1 1 0 0 0 0 0 0 0 0 36.8 30.9 6.5 12:45:00 39 1 2 13 16 6 0 0 0 0 0 0 0 0 0 0 35.2 30.2 5.6 13:00:00 37 1 2 14 15 5 0 0 0 0 0 0 0 0 0 0 35 30.4 4.9 13:15:00 32 0 3 12 13 4 0 0 0 0 0 0 0 0 0 0 34.8 30.2 4.7 13:30:00 35 1 2 13 15 4 0 0 0 0 0 0 0 0 0 0 34.6 29.9 5.5 13:45:00 37 1 2 13 17 4 0 0 0 0 0 0 0 0 0 0 34.8 30.6 5.1 14:00:00 37 1 4 11 16 4 0 0 0 0 0 0 0 0 0 0 34.8 29.9 6 14:15:00 34 1 2 9 15 7 1 0 0 0 0 0 0 0 0 0 36.9 31.2 6.1 14:30:00 52 1 5 13 27 5 0 0 0 0 0 0 0 0 0 0 34.6 30.5 4.7 14:45:00 54 2 5 18 22 6 0 0 0 0 0 0 0 0 0 0 34.6 29.6 5.8 15:00:00 45 1 3 15 21 5 1 0 0 0 0 0 0 0 0 0 34.7 30.5 4.9 15:15:00 49 1 3 13 24 7 1 0 0 0 0 0 0 0 0 0 36 31.3 5.1 15:30:00 56 1 4 18 27 6 0 0 0 0 0 0 0 0 0 0 34.6 30.4 4.8 15:45:00 56 1 4 14 29 8 0 0 0 0 0 0 0 0 0 0 34.9 30.9 4.6 16:00:00 55 1 3 16 27 8 0 0 0 0 0 0 0 0 0 0 34.9 30.8 4.7 16:15:00 50 1 2 11 27 8 1 0 0 0 0 0 0 0 0 0 36.2 31.7 4.9 16:30:00 51 1 3 15 24 8 0 0 0 0 0 0 0 0 0 0 35.4 30.9 4.8 16:45:00 54 1 2 17 24 8 1 0 0 0 0 0 0 0 0 0 35.5 31 4.8 17:00:00 47 2 4 12 20 7 1 0 0 0 0 0 0 0 0 0 35.8 30.2 6.5 17:15:00 54 2 5 15 24 8 1 0 0 0 0 0 0 0 0 0 35.1 30.2 5.9 17:30:00 61 2 5 19 28 6 2 0 0 0 0 0 0 0 0 0 34.8 30.3 5.4 17:45:00 55 2 6 17 23 6 1 0 0 0 0 0 0 0 0 0 34.8 29.9 5.8 18:00:00 45 1 2 15 21 6 0 0 0 0 0 0 0 0 0 0 34.9 30.7 5 18:15:00 37 1 4 11 18 3 0 0 0 0 0 0 0 0 0 0 34.4 29.9 5.2 18:30:00 41 1 6 12 18 4 0 0 0 0 0 0 0 0 0 0 34.5 29.7 5.3 18:45:00 56 3 14 19 16 4 0 0 0 0 0 0 0 0 0 0 33.7 27.5 6.2 19:00:00 35 1 6 10 14 3 0 0 0 0 0 0 0 0 0 0 34.4 29.2 5.8 19:15:00 32 2 4 9 12 4 0 0 0 0 0 0 0 0 0 0 34.9 29.4 6.3 19:30:00 53 10 16 10 13 4 0 0 0 0 0 0 0 0 0 0 33.3 24.3 8.4 19:45:00 35 3 8 10 11 2 0 0 0 0 0 0 0 0 0 0 34.1 27.7 7.1 20:00:00 28 2 3 8 11 4 0 0 0 0 0 0 0 0 0 0 34.9 29.5 6.4 20:15:00 26 2 2 8 14 1 0 0 0 0 0 0 0 0 0 0 34 29.4 5.9 20:30:00 31 2 4 10 12 3 0 0 0 0 0 0 0 0 0 0 34.3 28.5 6.6 20:45:00 22 0 4 8 9 1 0 0 0 0 0 0 0 0 0 0 33.8 28.8 5 21:00:00 22 1 3 8 8 2 0 0 0 0 0 0 0 0 0 0 34.4 29.2 5.5 21:15:00 14 1 2 6 5 1 0 0 0 0 0 0 0 0 0 0 33.6 28.2 5.7 21:30:00 13 1 3 4 4 2 0 0 0 0 0 0 0 0 0 0 34.4 28 6.4 21:45:00 12 0 1 4 6 1 0 0 0 0 0 0 0 0 0 0 34.6 30.6 4.3 22:00:00 7 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 34.2 29.6 5.3 22:15:00 8 0 1 4 3 0 0 0 0 0 0 0 0 0 0 0 33.8 28.9 5.1 22:30:00 7 0 1 2 2 1 0 0 0 0 0 0 0 0 0 0 34.5 29.1 5.7

22:45:00 4 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 30.8 3.5 23:00:00 3 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 27.5 9.3 23:15:00 3 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 30.7 5.3 23:30:00 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 23:45:00 2 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 7am-7pm 1926 53 165 565 850 260 30 3 1 0 0 0 0 0 0 0 35.1 30.4 5.6 6am-10pm 2305 79 223 668 995 302 34 3 1 0 0 0 0 0 0 0 35 30.1 5.8 6am-12am 2340 80 227 680 1009 306 34 3 1 0 0 0 0 0 0 0 35 30.1 5.8 12am-12am 2369 82 230 686 1020 311 36 4 1 0 0 0 0 0 0 0 35 30.1 5.8 am Peak 8:45:00 8:15:00 8:45:00 8:45:00 7:45:00 7:30:00 11:45:00 10:00:00 8:30:00 4:00:00 5:30:00 Peak Volume 44 3 5 15 18 6 2 0 0 46.3 34.9 1896.4 pm Peak 17:30:00 19:30:00 19:30:00 18:45:00 15:45:00 16:15:00 17:30:00 12:30:00 12:30:00 23:15:00 16:15:00 Peak Volume 61 10 16 19 29 8 2 1 0 37.2 31.7 2189.6 NB 85th Average Flow <20.0mph 20.0-25.0mph 25.0-30.0mph 30.0-35.0mph 35.0-40.0mph 40.0-45.0mph 45.0-50.0mph 50.0-55.0mph 55.0-60.0mph 60.0-65.0mph 65.0-70.0mph 70.0-75.0mph 75.0-80.0mph 80.0-85.0mph >85.0mph Mean Speed Std Dev %ile 00:00:00 3 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 29.2 5.5 00:15:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:30:00 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 00:45:00 2 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 01:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 01:30:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 03:30:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 04:15:00 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 04:30:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45:00 2 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 32 4.7 05:00:00 2 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 28.9 5.3 05:15:00 8 0 0 2 4 1 0 0 0 0 0 0 0 0 0 0 34.6 31.2 3.3 05:30:00 12 0 1 4 4 3 0 0 0 0 0 0 0 0 0 0 37.8 31.5 5.6 05:45:00 5 0 0 1 3 1 0 0 0 0 0 0 0 0 0 0 35.9 31.9 3.7 06:00:00 13 0 1 5 6 1 0 0 0 0 0 0 0 0 0 0 34.3 30.3 3.7 06:15:00 18 0 2 7 6 2 0 0 0 0 0 0 0 0 0 0 34.8 29.6 5.4 06:30:00 23 0 1 7 10 3 1 0 0 0 0 0 0 0 0 0 35.9 31.3 4.4 06:45:00 34 1 4 14 9 5 1 0 0 0 0 0 0 0 0 0 35.6 29.6 5.9 07:00:00 27 2 3 12 7 3 0 0 0 0 0 0 0 0 0 0 34.4 28 6.9 07:15:00 24 1 4 8 8 3 0 0 0 0 0 0 0 0 0 0 34.8 29.4 5.5 07:30:00 36 2 2 13 14 4 0 0 0 0 0 0 0 0 0 0 34.7 29.6 6.2 07:45:00 40 1 5 14 15 4 1 0 0 0 0 0 0 0 0 0 34.4 29.3 5.9 08:00:00 29 1 4 12 10 2 0 0 0 0 0 0 0 0 0 0 33.8 28.9 4.9 08:15:00 34 0 7 13 11 2 0 0 0 0 0 0 0 0 0 0 33.6 28.4 4.7 08:30:00 36 2 6 14 13 1 0 0 0 0 0 0 0 0 0 0 33.4 27.9 6.2 08:45:00 37 0 7 18 11 2 0 0 0 0 0 0 0 0 0 0 33.1 28.3 4.3

09:00:00 24 0 4 9 9 1 0 0 0 0 0 0 0 0 0 0 33.7 28.8 4.7 09:15:00 26 0 5 12 7 1 0 0 0 0 0 0 0 0 0 0 33.1 28 4.5 09:30:00 30 0 5 15 10 1 0 0 0 0 0 0 0 0 0 0 33 28.5 3.9 09:45:00 29 1 3 14 8 2 0 0 0 0 0 0 0 0 0 0 33.3 28 5.5 10:00:00 28 1 5 12 9 2 0 0 0 0 0 0 0 0 0 0 33.6 28.2 5.4 10:15:00 27 2 4 12 8 2 0 0 0 0 0 0 0 0 0 0 33.4 27.5 6.3 10:30:00 33 1 5 16 10 2 0 0 0 0 0 0 0 0 0 0 33.2 28.1 5.1 10:45:00 38 3 6 15 12 2 0 0 0 0 0 0 0 0 0 0 33.5 27.5 6.4 11:00:00 32 0 4 15 10 2 0 0 0 0 0 0 0 0 0 0 34 29.3 5 11:15:00 32 1 4 15 10 2 0 0 0 0 0 0 0 0 0 0 33.9 28.8 5.2 11:30:00 37 1 4 17 12 2 0 0 0 0 0 0 0 0 0 0 33.5 28.5 5 11:45:00 36 1 4 15 13 3 0 0 0 0 0 0 0 0 0 0 33.9 28.9 5.4 12:00:00 37 0 7 15 12 3 0 0 0 0 0 0 0 0 0 0 34.1 28.9 4.8 12:15:00 35 2 5 12 14 2 0 0 0 0 0 0 0 0 0 0 33.9 28.6 5.8 12:30:00 34 2 6 14 10 3 0 0 0 0 0 0 0 0 0 0 33.8 27.9 6.1 12:45:00 33 0 5 15 11 1 0 0 0 0 0 0 0 0 0 0 33.4 28.6 4.4 13:00:00 36 2 5 17 10 2 1 0 0 0 0 0 0 0 0 0 33.4 28 5.8 13:15:00 42 1 5 20 13 2 0 0 0 0 0 0 0 0 0 0 33.5 28.5 5 13:30:00 35 2 5 17 9 2 0 0 0 0 0 0 0 0 0 0 33.5 28.1 5.6 13:45:00 39 1 7 16 12 2 0 0 0 0 0 0 0 0 0 0 33.5 28.2 5.1 14:00:00 38 2 6 17 11 2 0 0 0 0 0 0 0 0 0 0 33.7 28.2 5.7 14:15:00 45 1 8 17 16 3 0 0 0 0 0 0 0 0 0 0 33.8 28.8 4.7 14:30:00 48 3 7 22 12 3 1 0 0 0 0 0 0 0 0 0 33.7 27.9 6 14:45:00 50 1 9 21 17 2 0 0 0 0 0 0 0 0 0 0 33.4 28.3 5.1 15:00:00 50 2 6 22 18 2 0 0 0 0 0 0 0 0 0 0 33.6 28.6 5.1 15:15:00 50 1 7 22 16 3 0 0 0 0 0 0 0 0 0 0 33.6 28.7 4.9 15:30:00 44 1 6 19 15 2 0 0 0 0 0 0 0 0 0 0 33.7 28.8 5.4 15:45:00 48 1 6 20 19 3 0 0 0 0 0 0 0 0 0 0 33.8 29.2 4.5 16:00:00 48 2 6 21 18 2 0 0 0 0 0 0 0 0 0 0 33.5 28.5 5.2 16:15:00 44 1 5 19 16 3 0 0 0 0 0 0 0 0 0 0 33.8 29 4.9 16:30:00 48 1 7 22 16 2 0 0 0 0 0 0 0 0 0 0 33.4 28.6 4.5 16:45:00 46 1 4 19 19 3 0 0 0 0 0 0 0 0 0 0 34 29.3 4.9 17:00:00 57 2 8 24 20 2 1 0 0 0 0 0 0 0 0 0 33.6 28.6 5.5 17:15:00 56 6 12 20 16 2 0 0 0 0 0 0 0 0 0 0 33 26.4 6.8 17:30:00 50 0 4 20 23 2 0 0 0 0 0 0 0 0 0 0 33.9 29.7 4.1 17:45:00 52 3 12 18 14 4 0 0 0 0 0 0 0 0 0 0 33.5 27.2 6.2 18:00:00 58 6 16 20 14 2 0 0 0 0 0 0 0 0 0 0 32.8 26 6.8 18:15:00 46 5 11 17 11 2 0 0 0 0 0 0 0 0 0 0 33 26.3 6.9 18:30:00 41 2 12 18 8 1 0 0 0 0 0 0 0 0 0 0 31.9 26.3 5.6 18:45:00 30 2 4 13 8 2 0 0 0 0 0 0 0 0 0 0 33.8 28.1 6 19:00:00 35 2 6 17 9 0 0 0 0 0 0 0 0 0 0 0 32.6 27 5.9 19:15:00 28 2 6 14 5 1 0 0 0 0 0 0 0 0 0 0 32.4 26.8 6.2 19:30:00 35 2 7 15 8 2 0 0 0 0 0 0 0 0 0 0 33.1 27 6.3 19:45:00 36 2 5 16 12 1 0 0 0 0 0 0 0 0 0 0 33.1 27.7 6.1 20:00:00 33 2 4 16 10 2 0 0 0 0 0 0 0 0 0 0 33.4 27.9 5.7 20:15:00 30 2 4 14 8 1 0 0 0 0 0 0 0 0 0 0 33.2 28 6.4 20:30:00 28 2 5 14 6 0 0 0 0 0 0 0 0 0 0 0 32.1 26.5 6 20:45:00 27 0 6 12 7 2 0 0 0 0 0 0 0 0 0 0 33.2 28.1 4.5 21:00:00 24 2 4 11 7 0 0 0 0 0 0 0 0 0 0 0 32.5 27.1 5.5 21:15:00 19 1 2 10 4 1 0 0 0 0 0 0 0 0 0 0 32.7 27.8 5 21:30:00 21 2 4 10 6 0 0 0 0 0 0 0 0 0 0 0 32.7 27 6 21:45:00 16 0 2 8 4 1 0 0 0 0 0 0 0 0 0 0 33.4 28.2 5.1 22:00:00 10 0 1 4 4 1 0 0 0 0 0 0 0 0 0 0 34.6 29.2 6.3 22:15:00 9 0 2 3 3 0 0 0 0 0 0 0 0 0 0 0 33.6 27.9 6 22:30:00 10 0 1 4 4 1 0 0 0 0 0 0 0 0 0 0 34.3 29.7 4.2

22:45:00 8 1 1 2 2 2 0 0 0 0 0 0 0 0 0 0 36.6 29.2 8 23:00:00 7 0 1 2 3 1 0 0 0 0 0 0 0 0 0 0 34.6 29.4 5.8 23:15:00 4 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 29.2 6.3 23:30:00 3 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 30.6 3.7 23:45:00 4 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 31.4 4.7 7am-7pm 1875 75 294 787 604 105 8 1 1 0 0 0 0 0 0 0 33.6 28.3 5.5 6am-10pm 2294 95 358 976 723 129 10 1 1 0 0 0 0 0 0 0 33.6 28.2 5.6 6am-12am 2348 98 364 996 742 135 10 2 1 0 0 0 0 0 0 0 33.6 28.2 5.6 12am-12am 2399 100 369 1010 762 143 11 2 1 0 0 0 0 0 0 0 33.7 28.3 5.6 am Peak 7:45:00 10:45:00 8:15:00 8:45:00 7:45:00 6:45:00 6:30:00 11:00:00 7:45:00 1:30:00 4:45:00 Peak Volume 40 3 7 18 15 5 1 0 0 42 32 2108.8 pm Peak 18:00:00 17:15:00 18:00:00 17:00:00 17:30:00 17:45:00 17:00:00 15:30:00 17:00:00 20:15:00 23:45:00 23:45:00 Peak Volume 58 6 16 24 23 4 1 0 0 0 37.4 31.4 2100 SB 85th Average Flow <20.0mph 20.0-25.0mph 25.0-30.0mph 30.0-35.0mph 35.0-40.0mph 40.0-45.0mph 45.0-50.0mph 50.0-55.0mph 55.0-60.0mph 60.0-65.0mph 65.0-70.0mph 70.0-75.0mph 75.0-80.0mph 80.0-85.0mph >85.0mph Mean Speed Std Dev %ile 00:00:00 2 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 00:15:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:30:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:45:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 01:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00:00 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 30.8 9.5 05:15:00 3 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 26.6 8.1 05:30:00 3 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 34.9 4.2 05:45:00 5 0 0 1 2 2 0 0 0 0 0 0 0 0 0 0 38.8 33.5 5 06:00:00 7 0 0 1 4 2 0 0 0 0 0 0 0 0 0 0 37.2 33.1 3.7 06:15:00 14 0 0 3 6 3 1 0 0 0 0 0 0 0 0 0 38 32.4 5.7 06:30:00 18 1 1 1 8 6 1 0 0 0 0 0 0 0 0 0 38.7 32.9 6.8 06:45:00 17 0 2 3 8 4 0 0 0 0 0 0 0 0 0 0 37.1 31.3 5.8 07:00:00 17 0 1 3 8 4 1 0 0 0 0 0 0 0 0 0 38.5 32.7 5.6 07:15:00 33 2 2 8 15 5 1 0 0 0 0 0 0 0 0 0 35.8 30.1 6.8 07:30:00 31 1 2 8 12 6 1 0 0 0 0 0 0 0 0 0 37.3 31 6.5 07:45:00 39 2 3 9 18 6 1 0 0 0 0 0 0 0 0 0 36.1 30.7 6.3 08:00:00 26 1 2 8 11 3 0 0 0 0 0 0 0 0 0 0 35.2 30.6 5.5 08:15:00 33 3 4 11 11 4 1 0 0 0 0 0 0 0 0 0 34.8 28.7 7.1 08:30:00 34 0 2 13 15 4 0 0 0 0 0 0 0 0 0 0 34.6 30.5 4.4 08:45:00 44 2 5 15 17 5 1 0 0 0 0 0 0 0 0 0 34.6 29.5 5.8

09:00:00 28 1 3 6 12 5 1 0 0 0 0 0 0 0 0 0 36.5 30.7 5.9 09:15:00 27 2 3 6 12 4 0 0 0 0 0 0 0 0 0 0 35 29.7 6.5 09:30:00 29 1 3 8 13 4 1 0 0 0 0 0 0 0 0 0 35.7 30.8 5.4 09:45:00 36 1 3 10 15 6 1 0 0 0 0 0 0 0 0 0 36.4 30.9 5.7 10:00:00 34 0 4 9 13 6 0 0 0 0 0 0 0 0 0 0 36.4 30.9 5.3 10:15:00 33 1 4 9 15 4 0 0 0 0 0 0 0 0 0 0 34.7 30 5.6 10:30:00 30 0 3 8 14 3 1 0 0 0 0 0 0 0 0 0 35.4 30.9 5.4 10:45:00 32 1 2 10 14 5 0 0 0 0 0 0 0 0 0 0 35.4 30.3 6 11:00:00 36 0 3 11 15 6 1 0 0 0 0 0 0 0 0 0 36.3 31.2 4.9 11:15:00 30 1 2 8 15 4 0 0 0 0 0 0 0 0 0 0 34.7 30.4 5.1 11:30:00 34 1 4 11 12 5 0 0 0 0 0 0 0 0 0 0 35.3 29.8 5.9 11:45:00 37 1 2 10 17 6 2 0 0 0 0 0 0 0 0 0 37 31.8 5.3 12:00:00 38 1 4 9 18 5 1 0 0 0 0 0 0 0 0 0 35.6 30.7 5.7 12:15:00 36 1 2 10 16 6 0 0 0 0 0 0 0 0 0 0 35.7 30.7 5.5 12:30:00 39 1 4 10 16 6 1 1 0 0 0 0 0 0 0 0 36.8 30.9 6.5 12:45:00 39 1 2 13 16 6 0 0 0 0 0 0 0 0 0 0 35.2 30.2 5.6 13:00:00 37 1 2 14 15 5 0 0 0 0 0 0 0 0 0 0 35 30.4 4.9 13:15:00 32 0 3 12 13 4 0 0 0 0 0 0 0 0 0 0 34.8 30.2 4.7 13:30:00 35 1 2 13 15 4 0 0 0 0 0 0 0 0 0 0 34.6 29.9 5.5 13:45:00 37 1 2 13 17 4 0 0 0 0 0 0 0 0 0 0 34.8 30.6 5.1 14:00:00 37 1 4 11 16 4 0 0 0 0 0 0 0 0 0 0 34.8 29.9 6 14:15:00 34 1 2 9 15 7 1 0 0 0 0 0 0 0 0 0 36.9 31.2 6.1 14:30:00 52 1 5 13 27 5 0 0 0 0 0 0 0 0 0 0 34.6 30.5 4.7 14:45:00 54 2 5 18 22 6 0 0 0 0 0 0 0 0 0 0 34.6 29.6 5.8 15:00:00 45 1 3 15 21 5 1 0 0 0 0 0 0 0 0 0 34.7 30.5 4.9 15:15:00 49 1 3 13 24 7 1 0 0 0 0 0 0 0 0 0 36 31.3 5.1 15:30:00 56 1 4 18 27 6 0 0 0 0 0 0 0 0 0 0 34.6 30.4 4.8 15:45:00 56 1 4 14 29 8 0 0 0 0 0 0 0 0 0 0 34.9 30.9 4.6 16:00:00 55 1 3 16 27 8 0 0 0 0 0 0 0 0 0 0 34.9 30.8 4.7 16:15:00 50 1 2 11 27 8 1 0 0 0 0 0 0 0 0 0 36.2 31.7 4.9 16:30:00 51 1 3 15 24 8 0 0 0 0 0 0 0 0 0 0 35.4 30.9 4.8 16:45:00 54 1 2 17 24 8 1 0 0 0 0 0 0 0 0 0 35.5 31 4.8 17:00:00 47 2 4 12 20 7 1 0 0 0 0 0 0 0 0 0 35.8 30.2 6.5 17:15:00 54 2 5 15 24 8 1 0 0 0 0 0 0 0 0 0 35.1 30.2 5.9 17:30:00 61 2 5 19 28 6 2 0 0 0 0 0 0 0 0 0 34.8 30.3 5.4 17:45:00 55 2 6 17 23 6 1 0 0 0 0 0 0 0 0 0 34.8 29.9 5.8 18:00:00 45 1 2 15 21 6 0 0 0 0 0 0 0 0 0 0 34.9 30.7 5 18:15:00 37 1 4 11 18 3 0 0 0 0 0 0 0 0 0 0 34.4 29.9 5.2 18:30:00 41 1 6 12 18 4 0 0 0 0 0 0 0 0 0 0 34.5 29.7 5.3 18:45:00 56 3 14 19 16 4 0 0 0 0 0 0 0 0 0 0 33.7 27.5 6.2 19:00:00 35 1 6 10 14 3 0 0 0 0 0 0 0 0 0 0 34.4 29.2 5.8 19:15:00 32 2 4 9 12 4 0 0 0 0 0 0 0 0 0 0 34.9 29.4 6.3 19:30:00 53 10 16 10 13 4 0 0 0 0 0 0 0 0 0 0 33.3 24.3 8.4 19:45:00 35 3 8 10 11 2 0 0 0 0 0 0 0 0 0 0 34.1 27.7 7.1 20:00:00 28 2 3 8 11 4 0 0 0 0 0 0 0 0 0 0 34.9 29.5 6.4 20:15:00 26 2 2 8 14 1 0 0 0 0 0 0 0 0 0 0 34 29.4 5.9 20:30:00 31 2 4 10 12 3 0 0 0 0 0 0 0 0 0 0 34.3 28.5 6.6 20:45:00 22 0 4 8 9 1 0 0 0 0 0 0 0 0 0 0 33.8 28.8 5 21:00:00 22 1 3 8 8 2 0 0 0 0 0 0 0 0 0 0 34.4 29.2 5.5 21:15:00 14 1 2 6 5 1 0 0 0 0 0 0 0 0 0 0 33.6 28.2 5.7 21:30:00 13 1 3 4 4 2 0 0 0 0 0 0 0 0 0 0 34.4 28 6.4 21:45:00 12 0 1 4 6 1 0 0 0 0 0 0 0 0 0 0 34.6 30.6 4.3 22:00:00 7 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 34.2 29.6 5.3 22:15:00 8 0 1 4 3 0 0 0 0 0 0 0 0 0 0 0 33.8 28.9 5.1 22:30:00 7 0 1 2 2 1 0 0 0 0 0 0 0 0 0 0 34.5 29.1 5.7

22:45:00 4 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 30.8 3.5 23:00:00 3 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 27.5 9.3 23:15:00 3 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 30.7 5.3 23:30:00 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 23:45:00 2 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 7am-7pm 1926 53 165 565 850 260 30 3 1 0 0 0 0 0 0 0 35.1 30.4 5.6 6am-10pm 2305 79 223 668 995 302 34 3 1 0 0 0 0 0 0 0 35 30.1 5.8 6am-12am 2340 80 227 680 1009 306 34 3 1 0 0 0 0 0 0 0 35 30.1 5.8 12am-12am 2369 82 230 686 1020 311 36 4 1 0 0 0 0 0 0 0 35 30.1 5.8 am Peak 8:45:00 8:15:00 8:45:00 8:45:00 7:45:00 7:30:00 11:45:00 10:00:00 8:30:00 4:00:00 5:30:00 Peak Volume 44 3 5 15 18 6 2 0 0 46.3 34.9 1896.4 pm Peak 17:30:00 19:30:00 19:30:00 18:45:00 15:45:00 16:15:00 17:30:00 12:30:00 12:30:00 23:15:00 16:15:00 Peak Volume 61 10 16 19 29 8 2 1 0 37.2 31.7 2189.6 Event key: QC Failure QC Outlier QC Atypical Events Special Holiday Offline Weekends and defined holidays Holiday-affected days Notes on data: Averages are calculated as the simple average of values across the period. Holidays & Events: None

APPENDIX B SimTraffic Queueing Reports

SimTraffic Simulation Summary Baseline 09/18/2026 Summary of All Intervals Run Number 1 2 3 4 5 6 7 Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45 End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 1 Vehs Entered 561 543 537 514 560 469 540 Vehs Exited 561 546 535 509 566 467 537 Starting Vehs 5 8 3 0 7 5 4 Ending Vehs 5 5 5 5 1 7 7 Travel Distance (mi) 136 133 131 124 137 114 132 Travel Time (hr) 5.5 5.2 5.2 5.0 5.6 4.5 5.2 Total Delay (hr) 0.5 0.4 0.5 0.5 0.5 0.3 0.5 Total Stops 134 110 130 114 120 94 128 Fuel Used (gal) 4.8 4.6 4.5 4.3 4.8 3.9 4.6 Summary of All Intervals Run Number 8 9 10 Avg Start Time 6:45 6:45 6:45 6:45 End Time 8:00 8:00 8:00 8:00 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 2 2 2 2 # of Recorded Intervals 1 1 1 1 Vehs Entered 553 520 567 536 Vehs Exited 547 517 567 536 Starting Vehs 5 3 4 1 Ending Vehs 11 6 4 4 Travel Distance (mi) 133 126 139 131 Travel Time (hr) 5.3 5.0 5.5 5.2 Total Delay (hr) 0.4 0.4 0.5 0.5 Total Stops 112 123 124 120 Fuel Used (gal) 4.6 4.4 4.8 4.5 Interval #0 Information Seeding Start Time 6:45 End Time 7:00 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. 1 - AM Peak No Build SimTraffic Report Page 1

SimTraffic Simulation Summary Baseline 09/18/2026 Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 6 7 Vehs Entered 561 543 537 514 560 469 540 Vehs Exited 561 546 535 509 566 467 537 Starting Vehs 5 8 3 0 7 5 4 Ending Vehs 5 5 5 5 1 7 7 Travel Distance (mi) 136 133 131 124 137 114 132 Travel Time (hr) 5.5 5.2 5.2 5.0 5.6 4.5 5.2 Total Delay (hr) 0.5 0.4 0.5 0.5 0.5 0.3 0.5 Total Stops 134 110 130 114 120 94 128 Fuel Used (gal) 4.8 4.6 4.5 4.3 4.8 3.9 4.6 Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 8 9 10 Avg Vehs Entered 553 520 567 536 Vehs Exited 547 517 567 536 Starting Vehs 5 3 4 1 Ending Vehs 11 6 4 4 Travel Distance (mi) 133 126 139 131 Travel Time (hr) 5.3 5.0 5.5 5.2 Total Delay (hr) 0.4 0.4 0.5 0.5 Total Stops 112 123 124 120 Fuel Used (gal) 4.6 4.4 4.8 4.5 1 - AM Peak No Build SimTraffic Report Page 2

Queuing and Blocking Report Baseline 09/18/2026 Intersection: 1: Pine St & Girard Ave Movement EB NB SB Directions Served LR LT TR Maximum Queue (ft) 78 84 15 Average Queue (ft) 36 23 1 95th Queue (ft) 61 64 8 Link Distance (ft) 484 544 11 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 1 - AM Peak No Build SimTraffic Report Page 3

SimTraffic Simulation Summary Baseline 09/18/2026 Summary of All Intervals Run Number 1 2 3 4 5 6 7 Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45 End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 1 Vehs Entered 659 676 684 636 619 629 641 Vehs Exited 660 678 682 638 623 627 641 Starting Vehs 2 5 4 5 9 5 6 Ending Vehs 1 3 6 3 5 7 6 Travel Distance (mi) 163 167 168 157 154 155 158 Travel Time (hr) 6.4 6.7 6.7 6.4 6.1 6.2 6.4 Total Delay (hr) 0.6 0.7 0.6 0.6 0.5 0.6 0.7 Total Stops 184 200 197 184 177 173 194 Fuel Used (gal) 5.6 5.9 5.9 5.4 5.4 5.3 5.5 Summary of All Intervals Run Number 8 9 10 Avg Start Time 6:45 6:45 6:45 6:45 End Time 8:00 8:00 8:00 8:00 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 2 2 2 2 # of Recorded Intervals 1 1 1 1 Vehs Entered 717 623 636 653 Vehs Exited 711 623 638 652 Starting Vehs 4 7 6 3 Ending Vehs 10 7 4 4 Travel Distance (mi) 176 154 157 161 Travel Time (hr) 7.1 6.2 6.3 6.5 Total Delay (hr) 0.7 0.6 0.6 0.6 Total Stops 210 195 195 191 Fuel Used (gal) 6.2 5.4 5.5 5.6 Interval #0 Information Seeding Start Time 6:45 End Time 7:00 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. 2 - PM Peak No Build SimTraffic Report Page 1

SimTraffic Simulation Summary Baseline 09/18/2026 Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 6 7 Vehs Entered 659 676 684 636 619 629 641 Vehs Exited 660 678 682 638 623 627 641 Starting Vehs 2 5 4 5 9 5 6 Ending Vehs 1 3 6 3 5 7 6 Travel Distance (mi) 163 167 168 157 154 155 158 Travel Time (hr) 6.4 6.7 6.7 6.4 6.1 6.2 6.4 Total Delay (hr) 0.6 0.7 0.6 0.6 0.5 0.6 0.7 Total Stops 184 200 197 184 177 173 194 Fuel Used (gal) 5.6 5.9 5.9 5.4 5.4 5.3 5.5 Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 8 9 10 Avg Vehs Entered 717 623 636 653 Vehs Exited 711 623 638 652 Starting Vehs 4 7 6 3 Ending Vehs 10 7 4 4 Travel Distance (mi) 176 154 157 161 Travel Time (hr) 7.1 6.2 6.3 6.5 Total Delay (hr) 0.7 0.6 0.6 0.6 Total Stops 210 195 195 191 Fuel Used (gal) 6.2 5.4 5.5 5.6 2 - PM Peak No Build SimTraffic Report Page 2

Queuing and Blocking Report Baseline 09/18/2026 Intersection: 1: Pine St & Girard Ave Movement EB NB SB Directions Served LR LT TR Maximum Queue (ft) 101 58 2 Average Queue (ft) 48 12 0 95th Queue (ft) 79 42 3 Link Distance (ft) 484 544 132 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 2 - PM Peak No Build SimTraffic Report Page 3

SimTraffic Simulation Summary Baseline 09/18/2026 Summary of All Intervals Run Number 1 2 3 4 5 6 7 Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45 End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 1 Vehs Entered 535 522 554 548 516 512 560 Vehs Exited 540 520 555 550 510 514 565 Starting Vehs 12 1 4 6 2 9 9 Ending Vehs 7 3 3 4 8 7 4 Travel Distance (mi) 131 126 135 134 126 127 137 Travel Time (hr) 5.9 5.7 6.1 6.0 5.7 5.7 6.2 Total Delay (hr) 1.1 1.1 1.2 1.2 1.1 1.1 1.2 Total Stops 535 520 555 546 516 517 564 Fuel Used (gal) 5.2 5.0 5.3 5.2 4.9 5.0 5.5 Summary of All Intervals Run Number 8 9 10 Avg Start Time 6:45 6:45 6:45 6:45 End Time 8:00 8:00 8:00 8:00 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 2 2 2 2 # of Recorded Intervals 1 1 1 1 Vehs Entered 486 555 509 529 Vehs Exited 488 552 509 530 Starting Vehs 8 6 5 4 Ending Vehs 6 9 5 4 Travel Distance (mi) 118 135 124 129 Travel Time (hr) 5.4 6.1 5.5 5.8 Total Delay (hr) 1.0 1.2 1.1 1.1 Total Stops 486 553 509 530 Fuel Used (gal) 4.6 5.3 4.8 5.1 Interval #0 Information Seeding Start Time 6:45 End Time 7:00 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. 3 - AM Peak All way SimTraffic Report Page 1

SimTraffic Simulation Summary Baseline 09/18/2026 Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 6 7 Vehs Entered 535 522 554 548 516 512 560 Vehs Exited 540 520 555 550 510 514 565 Starting Vehs 12 1 4 6 2 9 9 Ending Vehs 7 3 3 4 8 7 4 Travel Distance (mi) 131 126 135 134 126 127 137 Travel Time (hr) 5.9 5.7 6.1 6.0 5.7 5.7 6.2 Total Delay (hr) 1.1 1.1 1.2 1.2 1.1 1.1 1.2 Total Stops 535 520 555 546 516 517 564 Fuel Used (gal) 5.2 5.0 5.3 5.2 4.9 5.0 5.5 Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 8 9 10 Avg Vehs Entered 486 555 509 529 Vehs Exited 488 552 509 530 Starting Vehs 8 6 5 4 Ending Vehs 6 9 5 4 Travel Distance (mi) 118 135 124 129 Travel Time (hr) 5.4 6.1 5.5 5.8 Total Delay (hr) 1.0 1.2 1.1 1.1 Total Stops 486 553 509 530 Fuel Used (gal) 4.6 5.3 4.8 5.1 3 - AM Peak All way SimTraffic Report Page 2

Queuing and Blocking Report Baseline 09/18/2026 Intersection: 1: Pine St & Girard Ave Movement EB NB SB Directions Served LR LT TR Maximum Queue (ft) 72 80 87 Average Queue (ft) 35 49 46 95th Queue (ft) 59 74 71 Link Distance (ft) 484 544 132 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 3 - AM Peak All way SimTraffic Report Page 3

SimTraffic Simulation Summary Baseline 09/18/2026 Summary of All Intervals Run Number 1 2 3 4 5 6 7 Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45 End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 1 Vehs Entered 636 622 673 635 611 676 646 Vehs Exited 636 622 669 634 619 676 645 Starting Vehs 5 7 5 5 12 8 8 Ending Vehs 5 7 9 6 4 8 9 Travel Distance (mi) 156 153 165 156 152 166 159 Travel Time (hr) 7.1 6.9 7.5 7.1 6.9 7.6 7.2 Total Delay (hr) 1.4 1.4 1.5 1.4 1.3 1.6 1.4 Total Stops 637 622 669 635 613 674 645 Fuel Used (gal) 6.2 6.0 6.5 6.2 5.9 6.6 6.3 Summary of All Intervals Run Number 8 9 10 Avg Start Time 6:45 6:45 6:45 6:45 End Time 8:00 8:00 8:00 8:00 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 2 2 2 2 # of Recorded Intervals 1 1 1 1 Vehs Entered 627 613 648 639 Vehs Exited 626 614 648 639 Starting Vehs 6 7 5 5 Ending Vehs 7 6 5 6 Travel Distance (mi) 155 152 159 158 Travel Time (hr) 7.0 6.8 7.2 7.1 Total Delay (hr) 1.4 1.4 1.4 1.4 Total Stops 628 614 648 638 Fuel Used (gal) 6.0 6.0 6.3 6.2 Interval #0 Information Seeding Start Time 6:45 End Time 7:00 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. 4 - PM Peak All way SimTraffic Report Page 1

SimTraffic Simulation Summary Baseline 09/18/2026 Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 6 7 Vehs Entered 636 622 673 635 611 676 646 Vehs Exited 636 622 669 634 619 676 645 Starting Vehs 5 7 5 5 12 8 8 Ending Vehs 5 7 9 6 4 8 9 Travel Distance (mi) 156 153 165 156 152 166 159 Travel Time (hr) 7.1 6.9 7.5 7.1 6.9 7.6 7.2 Total Delay (hr) 1.4 1.4 1.5 1.4 1.3 1.6 1.4 Total Stops 637 622 669 635 613 674 645 Fuel Used (gal) 6.2 6.0 6.5 6.2 5.9 6.6 6.3 Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 8 9 10 Avg Vehs Entered 627 613 648 639 Vehs Exited 626 614 648 639 Starting Vehs 6 7 5 5 Ending Vehs 7 6 5 6 Travel Distance (mi) 155 152 159 158 Travel Time (hr) 7.0 6.8 7.2 7.1 Total Delay (hr) 1.4 1.4 1.4 1.4 Total Stops 628 614 648 638 Fuel Used (gal) 6.0 6.0 6.3 6.2 4 - PM Peak All way SimTraffic Report Page 2

Queuing and Blocking Report Baseline 09/18/2026 Intersection: 1: Pine St & Girard Ave Movement EB NB SB Directions Served LR LT TR Maximum Queue (ft) 75 88 100 Average Queue (ft) 42 45 51 95th Queue (ft) 66 71 78 Link Distance (ft) 484 544 132 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 4 - PM Peak All way SimTraffic Report Page 3

APPENDIX C Sight Distance Diagram and Photos

FILE NAME = I: \Projects\2100\2126 - Village of East Aurora\2126. 003. 003 - Pine Street and Girard Avenue Intersection All-W ay Stop Third Party dleddyReview\2126. 003_Sight Triangles. dgn DATE = 9/23/2026 I: \M icroStation\Bentley V8i\W orkspace\Plot\NYSDOT_SIZE_B_XEROX. tbl TIME = 1: 51: 05 PM I: \M icroStation\Bentley V8i\W orkSpace\system\pltcfg\pdf. pltcfg IN CHARGE OF DESIGNED BY CHECKED BY DRAFTED BY CHECKED BY N O T FO R C O N ST R U C TI O N PREPARED BY: BARTON & LOGUIDICE, D.P.C. GIRARD AVENUE CENTER OF TRAVEL LANE CENTER OF TRAVEL LANE 6' NE STREET PI 206' 390' P O R T E R V IL L E R O A D LAWRENCE AVENUE 0 50 1"=100' GRID NORTH 100 feet PINE STREET AND GIRARD AVENUE NO.DATE BY REVI SION INTERSECTION ALL-WAY STOP REVIEW DRAWING VILLAGE OF EAST AURORA SD-1 SCALE:1" = 100' ERIE COUNTY PINE ST & UNAUTHORI ZED ALTERATI ON OR ADDI TION TO THI S GIRARD AVE 1 DATE ISSUED: 9 / 2026 INTERSECTION DRAW I NG I S A VI OLATI ON OF THE NEW YORK STATE SIGHT DISTANCE 1 EDUCATI ON LAW ARTI CLE 145 SECTI ON 7209

Traffic candle showing limit of clear sight triangle Photo 1: Looking South down Pine St from Girard Ave Traffic candle showing limit of clear sight triangle Photo 2: Looking North down Pine St from Girard Ave

APPENDIX D Turn Templates

FILE NAME = I: \Projects\2100\2126 - Village of East Aurora\2126. 003. 003 - Pine Street and Girard Avenue Intersection All-W ay Stop Third Party dleddyReview\2126. 003_Autoturn_Law-Pine. dgn DATE = 9/14/2026 I: \M icroStation\Bentley V8i\W orkspace\Plot\NYSDOT_SIZE_B_XEROX. tbl TIME = 3: 56: 40 PM I: \M icroStation\Bentley V8i\W orkspace\system\pltcfg\pdf. pltcfg IN CHARGE OF DESIGNED BY CHECKED BY DRAFTED BY CHECKED BY N O T FO R C O N ST R U C TI O N PREPARED BY: BARTON & LOGUIDICE, D.P.C. GIRARD AVENUE S - AA B U (c ) 20 2 6 Tr a n so ft So SH lu ti o n s, I n c. TO S A l l ri g ht s rese rv ed. NE STREET PI 20 - 18 4 (U 0 S) (c) (c) 2026 2026 Transoft Transoft Solutions, Solutions, Inc. Inc. All All rights rights reserved. reserved. AASHTO 2018 (US) S-BUS-40 LAWRENCE AVENUE 0 20 1"=40' GRID NORTH 40 feet PINE STREET AND GIRARD AVENUE NO.DATE BY REVI SION INTERSECTION ALL-WAY STOP REVIEW DRAWING VILLAGE OF EAST AURORA T-1 SCALE:1" = 40' ERIE COUNTY S-BUS-40 UNAUTHORI ZED ALTERATI ON OR ADDI TION TO THI S 1 PINE STREET DATE ISSUED: 9 / 2026 CORNER PATH DRAW I NG I S A VI OLATI ON OF THE NEW YORK STATE LAWRENCE AVE & 8 EDUCATI ON LAW ARTI CLE 145 SECTI ON 7209

FILE NAME = I: \Projects\2100\2126 - Village of East Aurora\2126. 003. 003 - Pine Street and Girard Avenue Intersection All-W ay Stop Third Party dleddyReview\2126. 003_Autoturn_Law-Pine. dgn DATE = 9/14/2026 I: \M icroStation\Bentley V8i\W orkspace\Plot\NYSDOT_SIZE_B_XEROX. tbl TIME = 3: 56: 45 PM I: \M icroStation\Bentley V8i\W orkspace\system\pltcfg\pdf. pltcfg IN CHARGE OF DESIGNED BY CHECKED BY DRAFTED BY CHECKED BY N O T FO R C O N ST R U C TI O N PREPARED BY: BARTON & LOGUIDICE, D.P.C. GIRARD AVENUE (c) 2026 Transoft Sol uti ons, I nc. Al l ri ghts reserved. S- BUS- 40 NE STREET PI AASHTO 2018 (US) (c) (c) 2026 2026 Transoft Transoft Solutions, Solutions, Inc. Inc. All All rights rights reserved. reserved. AASHTO 2018 (US) S-BUS-40 LAWRENCE AVENUE 0 20 1"=40' GRID NORTH 40 feet PINE STREET AND GIRARD AVENUE NO.DATE BY REVI SION INTERSECTION ALL-WAY STOP REVIEW DRAWING VILLAGE OF EAST AURORA T-2 SCALE:1" = 40' ERIE COUNTY S-BUS-40 UNAUTHORI ZED ALTERATI ON OR ADDI TION TO THI S OVERSTEER 2 PINE STREET DATE ISSUED: 9 / 2026 DRAW I NG I S A VI OLATI ON OF THE NEW YORK STATE LAWRENCE AVE & 8 EDUCATI ON LAW ARTI CLE 145 SECTI ON 7209

FILE NAME = I: \Projects\2100\2126 - Village of East Aurora\2126. 003. 003 - Pine Street and Girard Avenue Intersection All-W ay Stop Third Party dleddyReview\2126. 003_Autoturn_Law-Pine. dgn DATE = 9/14/2026 I: \M icroStation\Bentley V8i\W orkspace\Plot\NYSDOT_SIZE_B_XEROX. tbl TIME = 3: 56: 46 PM I: \M icroStation\Bentley V8i\W orkspace\system\pltcfg\pdf. pltcfg IN CHARGE OF DESIGNED BY CHECKED BY DRAFTED BY CHECKED BY N O T FO R C O N ST R U C TI O N PREPARED BY: BARTON & LOGUIDICE, D.P.C. GIRARD AVENUE AA SU (c) 2026 Tr an so SH ft Sol ut ions, I nc. Al l ri gh ts reser TO - ved. NE STREET PI 4 20 18 0 (U S) (c) 2026 Transoft Solutions, Inc. All rights reserved. SU-40 AASHTO 2018 (US) LAWRENCE AVENUE 0 20 1"=40' GRID NORTH 40 feet PINE STREET AND GIRARD AVENUE NO.DATE BY REVI SION INTERSECTION ALL-WAY STOP REVIEW DRAWING VILLAGE OF EAST AURORA T-3 SCALE:1" = 40' ERIE COUNTY UNAUTHORI ZED ALTERATI ON OR ADDI TION TO THI S PINE STREET 3 DATE ISSUED: 9 / 2026 DRAW I NG I S A VI OLATI ON OF THE NEW YORK STATE LAWRENCE AVE & 8 EDUCATI ON LAW ARTI CLE 145 SECTI ON 7209 SU-40 CORNER PATH

FILE NAME = I: \Projects\2100\2126 - Village of East Aurora\2126. 003. 003 - Pine Street and Girard Avenue Intersection All-W ay Stop Third Party dleddyReview\2126. 003_Autoturn_Law-Pine. dgn DATE = 9/14/2026 I: \M icroStation\Bentley V8i\W orkspace\Plot\NYSDOT_SIZE_B_XEROX. tbl TIME = 3: 56: 47 PM I: \M icroStation\Bentley V8i\W orkspace\system\pltcfg\pdf. pltcfg IN CHARGE OF DESIGNED BY CHECKED BY DRAFTED BY CHECKED BY N O T FO R C O N ST R U C TI O N PREPARED BY: BARTON & LOGUIDICE, D.P.C. GIRARD AVENUE (c) 2026 Transoft Sol uti ons, I nc. A l l ri ghts reserved. SU- 40 NE STREET PI AASHTO 2018 (US) (c) 2026 Transoft Solutions, Inc. All rights reserved. SU-40 AASHTO 2018 (US) LAWRENCE AVENUE 0 20 1"=40' GRID NORTH 40 feet PINE STREET AND GIRARD AVENUE NO.DATE BY REVI SION INTERSECTION ALL-WAY STOP REVIEW DRAWING VILLAGE OF EAST AURORA T-4 SCALE:1" = 40' ERIE COUNTY UNAUTHORI ZED ALTERATI ON OR ADDI TION TO THI S PINE STREET 4 DATE ISSUED: 9 / 2026 DRAW I NG I S A VI OLATI ON OF THE NEW YORK STATE LAWRENCE AVE & SU-40 OVERSTEER 8 EDUCATI ON LAW ARTI CLE 145 SECTI ON 7209

FILE NAME = I: \Projects\2100\2126 - Village of East Aurora\2126. 003. 003 - Pine Street and Girard Avenue Intersection All-W ay Stop Third Party dleddyReview\2126. 003_Autoturn_Girard-Pine. dgn DATE = 9/14/2026 I: \M icroStation\Bentley V8i\W orkspace\Plot\NYSDOT_SIZE_B_XEROX. tbl TIME = 3: 56: 50 PM I: \M icroStation\Bentley V8i\W orkspace\system\pltcfg\pdf. pltcfg IN CHARGE OF DESIGNED BY CHECKED BY DRAFTED BY CHECKED BY N O T FO R C O N ST R U C TI O N PREPARED BY: BARTON & LOGUIDICE, D.P.C. GIRARD AVENUE (c) 2026 Transoft Solutions, Inc. All rights reserved. AASHTO 2018 (US) S-BUS-40 A S ASH - TO (c ) 20 2 6 Tr an sof B 20 t Sol ut ion s, I n c. Al l ri ght s U 18 re ser ved . S (U - S) NE STREET PI 4 0 LAWRENCE AVENUE 0 20 1"=40' GRID NORTH 40 feet PINE STREET AND GIRARD AVENUE NO.DATE BY REVI SION INTERSECTION ALL-WAY STOP REVIEW DRAWING VILLAGE OF EAST AURORA T-5 SCALE:1" = 40' ERIE COUNTY S-BUS-40 UNAUTHORI ZED ALTERATI ON OR ADDI TION TO THI S PINE STREET 5 GIRARD AVE & CORNER PATH DATE ISSUED: 9 / 2026 DRAW I NG I S A VI OLATI ON OF THE NEW YORK STATE 8 EDUCATI ON LAW ARTI CLE 145 SECTI ON 7209

FILE NAME = I: \Projects\2100\2126 - Village of East Aurora\2126. 003. 003 - Pine Street and Girard Avenue Intersection All-W ay Stop Third Party dleddyReview\2126. 003_Autoturn_Girard-Pine. dgn DATE = 9/14/2026 I: \M icroStation\Bentley V8i\W orkspace\Plot\NYSDOT_SIZE_B_XEROX. tbl TIME = 3: 56: 52 PM I: \M icroStation\Bentley V8i\W orkspace\system\pltcfg\pdf. pltcfg IN CHARGE OF DESIGNED BY CHECKED BY DRAFTED BY CHECKED BY N O T FO R C O N ST R U C TI O N PREPARED BY: BARTON & LOGUIDICE, D.P.C. GIRARD AVENUE (c) 2026 Transoft Solutions, Inc. All rights reserved. AASHTO 2018 (US) S-BUS-40 AASHTO 2018 (US) (c) 2026 Transoft Sol uti ons, I nc. Al l ri ghts reserved. S- BUS- 40 NE STREET PI LAWRENCE AVENUE 0 20 1"=40' GRID NORTH 40 feet PINE STREET AND GIRARD AVENUE NO.DATE BY REVI SION INTERSECTION ALL-WAY STOP REVIEW DRAWING VILLAGE OF EAST AURORA T-6 SCALE:1" = 40' ERIE COUNTY S-BUS-40 UNAUTHORI ZED ALTERATI ON OR ADDI TION TO THI S OVERSTEER 6 PINE STREET DATE ISSUED: 9 / 2026 GIRARD AVE & DRAW I NG I S A VI OLATI ON OF THE NEW YORK STATE 8 EDUCATI ON LAW ARTI CLE 145 SECTI ON 7209

FILE NAME = I: \Projects\2100\2126 - Village of East Aurora\2126. 003. 003 - Pine Street and Girard Avenue Intersection All-W ay Stop Third Party dleddyReview\2126. 003_Autoturn_Girard-Pine. dgn DATE = 9/14/2026 I: \M icroStation\Bentley V8i\W orkspace\Plot\NYSDOT_SIZE_B_XEROX. tbl TIME = 3: 56: 53 PM I: \M icroStation\Bentley V8i\W orkspace\system\pltcfg\pdf. pltcfg IN CHARGE OF DESIGNED BY CHECKED BY DRAFTED BY CHECKED BY N O T FO R C O N ST R U C TI O N PREPARED BY: BARTON & LOGUIDICE, D.P.C. GIRARD AVENUE (c) 2026 Transoft Solutions, Inc. All rights reserved. SU-40 AASHTO 2018 (US) AA SH S TO (c ) 2 02 6 Tr 20 an so ft S ol ut U ion s, I nc . Al l ri gh 18 ts re se rv ed . - NE STREET PI 4 (US 0 ) LAWRENCE AVENUE 0 20 1"=40' GRID NORTH 40 feet PINE STREET AND GIRARD AVENUE NO.DATE BY REVI SION INTERSECTION ALL-WAY STOP REVIEW DRAWING VILLAGE OF EAST AURORA T-7 SCALE:1" = 40' ERIE COUNTY SU-40 UNAUTHORI ZED ALTERATI ON OR ADDI TION TO THI S 7 PINE STREET DATE ISSUED: 9 / 2026 GIRARD AVE & CORNER PATH DRAW I NG I S A VI OLATI ON OF THE NEW YORK STATE 8 EDUCATI ON LAW ARTI CLE 145 SECTI ON 7209

FILE NAME = I: \Projects\2100\2126 - Village of East Aurora\2126. 003. 003 - Pine Street and Girard Avenue Intersection All-W ay Stop Third Party dleddyReview\2126. 003_Autoturn_Girard-Pine. dgn DATE = 9/14/2026 I: \M icroStation\Bentley V8i\W orkspace\Plot\NYSDOT_SIZE_B_XEROX. tbl TIME = 3: 56: 54 PM I: \M icroStation\Bentley V8i\W orkspace\system\pltcfg\pdf. pltcfg IN CHARGE OF DESIGNED BY CHECKED BY DRAFTED BY CHECKED BY N O T FO R C O N ST R U C TI O N PREPARED BY: BARTON & LOGUIDICE, D.P.C. GIRARD AVENUE (c) 2026 Transoft Solutions, Inc. All rights reserved. SU-40 AASHTO 2018 (US) AASHTO 2018 (US) NE STREET PI (c) 2026 Transoft Sol uti ons, I nc. Al l ri ghts reserved. SU - 40 LAWRENCE AVENUE 0 20 1"=40' GRID NORTH 40 feet PINE STREET AND GIRARD AVENUE NO.DATE BY REVI SION INTERSECTION ALL-WAY STOP REVIEW DRAWING VILLAGE OF EAST AURORA T-8 SCALE:1" = 40' ERIE COUNTY UNAUTHORI ZED ALTERATI ON OR ADDI TION TO THI S PINE STREET 8 GIRARD AVE & DATE ISSUED: 9 / 2026 DRAW I NG I S A VI OLATI ON OF THE NEW YORK STATE SU-40 OVERSTEER 8 EDUCATI ON LAW ARTI CLE 145 SECTI ON 7209

APPENDIX E NYSDOT CLEAR Crash Reports

Page 1 of 3 Pages New York State Department of Motor Vehicles Local Codes POLICE ACCIDENT REPORT 19 MV-104A (6/04) 40464132 7 R5EA01JFT5WF  AMENDED REPORT DMV COPY 1 20 Accident Date Month Day Year Day of Week Military Time No. of Vehicles No. Injured No. Killed Not Investigated at Scene  Left Scene Police Photos - 4 09 03 2024 TUESDAY 1708 2 0 0 Accident Reconstructed   Yes  No x VEHICLE 1  VEHICLE 2  BICYCLIST X  PEDESTRIAN  OTHER PEDESTRIAN VEHICLE 1 - Driver State of Lic. VEHICLE 2 - Driver State of Lic. 2 License ID Number 981170510 NY License ID Number 889474542 NY 21 - Driver Name -exactly Driver Name - exactly as printed on license DIANE H MONDE as printed on license LAURA L PISKOROWSKI - Address (Include Number & Street) Apt. No. Address (Include Number & Street) Apt. No. 9 DEERPATH DR 151 BROOKLEA AVE City or Town State Zip Code City or Town State Zip Code 22 LANCASTER NY 14086 EAST AURORA NY 14052 - 3 Date of Birth Sex Unlicensed No. of Public Date of Birth Sex Unlicensed No. of Public Month Day Year Occupants Property Month Day Year Occupants Property 3 07 24 1946 2  1 Damaged  09 30 1982 2  3 Damaged  Name–exactly as printed on registration Sex Date of Birth Name–exactly as printed on registration Sex Date of Birth 23 Month Day Year Month Day Year DIANE H MONDE F 07 24 1946 LAURA L PISKOROWSKI F 09 30 1982 3 Address (Include Number & Street) Apt. No. Haz. Released Address (Include Number & Street) Apt. No. Haz. Released 4 9 DEERPATH DR Mat .Code -  151 BROOKLEA AVE Mat. Code -  1 City or Town State Zip Code City or Town State Zip Code 24 LANCASTER NY 14086 EAST AURORA NY 14052 1 Plate Number State of Reg. Vehicle Year & Make Vehicle Type Ins. Code Plate Number State of Reg. Vehicle Year & Make Vehicle Type Ins. Code PRPLDRGN NY 2017 JEEP SUBN ATP2488 NY 2013 ACUR SUBN 5 Ticket/Arrest Ticket/Arrest 1 Number(s) EA24JFT3WQ Number(s) Violation Violation Section(s) 1143 Section(s) 25 Check if involved vehicle is: Check if involved vehicle is: Circle the diagram below that describes the accident, or draw your own 6  more than 95 inches wide;  more than 95 inches wide; diagram in space #9. Number the vehicles. 3 V  more than 34 feet long; V  more than 34 feet long; Rear End Left Turn Right Angle Right Turn Head On 1 E  operated with an overweight permit; H  operated with an overdimension permit. I VEHICLE 1 DAMAGE CODES E H I  operated with an overweight permit;  operated with an overdimension permit. VEHICLE 2 DAMAGE CODES 1. O Sideswipe (same direction) 3. Left Turn 5. Right Turn 7. Sideswipe (opposite direction) 26 C Box 1 - Point of Impact 1 2 C Box 1 - Point of Impact 1 2 3 7 1 9 9 L Box 2 - Most Damage 1 L Box 2 - Most Damage 2. 0. 4. 6. 8. 1 E Enter up to three 3 4 5 E Enter up to three 3 4 5 ACCIDENT DIAGRAM more Damage Codes more Damage Codes 1 2 Vehicle By Vehicle By 27 Towed: Towed: 1 To To DIAGRAM IS PRINTED ON LAST PAGE VEHICLE DAMAGE CODING: 1-13. SEE DIAGRAM ON RIGHT. 14. UNDERCARRIAGE 17. DEMOLISHED 9. 15. TRAILER 18. NO DAMAGE 28 16. OVERTURNED 19. OTHER Cost of repairs to any one vehicle will be more than $1000. 1  Unknown/Unable to Determine x Yes  No Reference Marker Coordinates (if available) Place Where Accident Occurred: ERIE EAST AURORA, VILLAGE OF Latitude/Northing: County _____________________  City  x Village  Town of _______________________________________. PINE ST Road on which accident occurred ________________________________________________________________________ 29 _____________________ (Route Number or Street Name) - PINE ST / GIRARD AVE at 1) intersecting street_________________________________________________________________________________ Longitude/Easting: (Route Number or Street Name) N S or 2) ______ ______ E W of _________________________________________________________________ _______________________ Feet Miles (Milepost, Nearest intersecting Route Number or Street Name) Accident Description/Officer’s Notes 30 Officer notes are too long to fit this space. They are printed in whole on a separate page. - USE COVER SHEET 8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved Date of Death Only N A 01 1 4 1 78 2 - - - DIANE H MONDE L A L B 02 1 1 41 2 - - - 4 LAURA L PISKOROWSKI I 4 6 N C 02 5 1 2 - - - ARYA P PISKOROWSKI V 02 6 5 1 2 - - O D 3 - MAKAYLA S PISKOROWSKI L V E E D F Officer’s Rank Badge/ID No. NCIC No. Precinct/Post Station/Beat/ Reviewing Date/Time Reviewed and Signature ± PATROL Troop/Zone Sector Officer Print Name in Full C DENZ 0060 01422 NENE NE CARTWRIGHT, S 2024/09/07 07:44

Page 2 of 3 Pages New York State Department of Motor Vehicles POLICE ACCIDENT REPORT Accident Description/Officer’s Notes Accident Description/Officer’s Notes V1 was facing east on Girard Ave stopped at the stop sign at Pine St, anticipating to make a left turn onto Pine St. V2 was traveling north on Pine St, and began to make a left turn onto Girard Ave. As V2 was turning left, V1 accelerated prematurely, failing to yield entirely to V2. V1's front driver-side bumper struck V2's rear driver-side tail light area. No parties sustained injury as a result of the collision and all declined medical evaluation on scene. V1 sustained a large scrape to the front driver-side bumper. V2 sustained heavy damage to the rear driver-side tail light and the entire rear bumper. Both vehicles were drivable from the scene. V1 driver was cited the listed UTT. - WITNESS 1 MOGAVERO, WILLIAM C 11161 LYNDALE LN ELMA NY 14059 7164914756 - WITNESS 2 MOGAVERO, DIANA J 11161 LYNDALE LN ELMA NY 14059 7164796553

Page 3 of 3 Pages New York State Department of Motor Vehicles POLICE ACCIDENT REPORT Accident Diagram ACCIDENT DIAGRAM

Page 1 of 2 Pages New York State Department of Motor Vehicles Local Codes POLICE ACCIDENT REPORT 19 MV-104A (6/04) 40689633 66 R5EAW2K1DXHV  AMENDED REPORT DMV COPY 1 20 Accident Date Month Day Year Day of Week Military Time No. of Vehicles No. Injured No. Killed Not Investigated at Scene  Left Scene Police Photos - 19 02 15 2025 SATURDAY 1231 2 0 0 Accident Reconstructed  x No  Yes  VEHICLE 1  VEHICLE 2  BICYCLIST X  PEDESTRIAN  OTHER PEDESTRIAN VEHICLE 1 - Driver State of Lic. VEHICLE 2 - Driver State of Lic. 2 License ID Number 343436601 NY License ID Number 426366355 NY 21 - Driver Name -exactly Driver Name - exactly as printed on license KYLE ROBINSON as printed on license MADELINE L BISSELL - Address (Include Number & Street) Apt. No. Address (Include Number & Street) Apt. No. 2374 CENTERLINE RD 341 GIRARD AVE City or Town State Zip Code City or Town State Zip Code 22 VARYSBURG NY 141670000 EAST AURORA NY 140520000 - 3 Date of Birth Sex Unlicensed No. of Public Date of Birth Sex Unlicensed No. of Public Month Day Year Occupants Property Month Day Year Occupants Property 3 03 14 1988 2  1 Damaged  08 01 1995 2  1 Damaged  Name–exactly as printed on registration Sex Date of Birth Name–exactly as printed on registration Sex Date of Birth 23 Month Day Year Month Day Year KYLE ROBINSON F 03 14 1988 MADELINE L BISSELL F 08 01 1995 3 Address (Include Number & Street) Apt. No. Haz. Released Address (Include Number & Street) Apt. No. Haz. Released 4 2374 CENTERLINE RD Mat .Code -  341 GIRARD AVE Mat. Code -  1 City or Town State Zip Code City or Town State Zip Code 24 VARYSBURG NY 141670000 EAST AURORA NY 140520000 1 Plate Number State of Reg. Vehicle Year & Make Vehicle Type Ins. Code Plate Number State of Reg. Vehicle Year & Make Vehicle Type Ins. Code HGZ4531 NY 2016 JEEP SUBN JPA1996 NY 2025 JEEP SUBN 5 Ticket/Arrest Ticket/Arrest 1 Number(s) EA27K1DH2J EA27K1DH5R Number(s) Violation Violation Section(s) 1180A 306B Section(s) 25 Check if involved vehicle is: Check if involved vehicle is: Circle the diagram below that describes the accident, or draw your own 6  more than 95 inches wide;  more than 95 inches wide; diagram in space #9. Number the vehicles. 7 V  more than 34 feet long; V  more than 34 feet long; Rear End Left Turn Right Angle Right Turn Head On 4 E  operated with an overweight permit; E  operated with an overweight permit; H  operated with an overdimension permit.  operated with an overdimension permit. O H 1. 3. 5. 7. I VEHICLE 1 DAMAGE CODES I VEHICLE 2 DAMAGE CODES Sideswipe Left Turn Right Turn Sideswipe 26 C Box 1 - Point of Impact 1 2 C 1 2 (same direction) (opposite direction) 7 Box 1 - Point of Impact 11 11 1 L Box 2 - Most Damage 2 1 L Box 2 - Most Damage 2. 0. 4. 6. 8. 4 E Enter up to three 3 4 5 E Enter up to three 3 4 5 ACCIDENT DIAGRAM more Damage Codes more Damage Codes 1 2 Vehicle By Vehicle By 27 Towed: Towed: 1 To To DIAGRAM IS PRINTED ON LAST PAGE VEHICLE DAMAGE CODING: 1-13. SEE DIAGRAM ON RIGHT. 14. UNDERCARRIAGE 17. DEMOLISHED 9. 15. TRAILER 18. NO DAMAGE 28 16. OVERTURNED 19. OTHER Cost of repairs to any one vehicle will be more than $1000. 1  Unknown/Unable to Determine x Yes  No Reference Marker Coordinates (if available) Place Where Accident Occurred: ERIE EAST AURORA, VILLAGE OF Latitude/Northing: County _____________________  City  x Village  Town of _______________________________________. GIRARD AVE Road on which accident occurred ________________________________________________________________________ 29 _____________________ (Route Number or Street Name) - PINE ST at 1) intersecting street_________________________________________________________________________________ Longitude/Easting: (Route Number or Street Name) N S or 2) ______ ______ E W of _________________________________________________________________ _______________________ Feet Miles (Milepost, Nearest intersecting Route Number or Street Name) Accident Description/Officer’s Notes 30 On the above date and time, Patrol was dispatched to the intersection of GIrard Ave. and Pine St. for a call of a 2 car mva with no injuries. Once on location, Patrol - spoke with both drivers who indicated the same account of events. Patrol was advised that the Driver of Unit 1 was traveling east bound on Girard Ave. when due to the road/weather conditions, was unable to stop at the stop sign located on Girard Ave., and then slid through the intersection. As this occurred, Unit 2 was traveling USE COVER northbound on Pine St. Unit 1 then slid into the side of Unit 2 causing the above listed damage to both vehicles. No injuries. Driver of Unit 1 issued the above listed SHEET UTT's. 8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved Date of Death Only N A 01 1 4 1 36 2 - - - KYLE ROBINSON L A L B 02 1 1 29 2 - - - 4 MADELINE L BISSELL I N C V O D L V E E D F Officer’s Rank Badge/ID No. NCIC No. Precinct/Post Station/Beat/ Reviewing Date/Time Reviewed and Signature ± LIEUTENANT Troop/Zone Sector Officer Print Name in Full D WALDRON 0050 01422 NE SPECHT, C 2025/02/15 19:46

Page 2 of 2 Pages New York State Department of Motor Vehicles POLICE ACCIDENT REPORT Accident Diagram ACCIDENT DIAGRAM

Page 1 of 2 Pages New York State Department of Motor Vehicles Local Codes POLICE ACCIDENT REPORT 19 MV-104A (6/04) 41101517 66 R5EAW2L5J1PF  AMENDED REPORT DMV COPY 1 20 Accident Date Month Day Year Day of Week Military Time No. of Vehicles No. Injured No. Killed Not Investigated at Scene  Left Scene Police Photos - - 12 31 2025 WEDNESDAY1342 2 0 0 Accident Reconstructed  x No  Yes  VEHICLE 1  VEHICLE 2  BICYCLIST X  PEDESTRIAN  OTHER PEDESTRIAN VEHICLE 1 - Driver State of Lic. VEHICLE 2 - Driver State of Lic. 2 License ID Number 114910315 NY License ID Number 376021578 NY 21 - Driver Name -exactly Driver Name - exactly as printed on license JAMES W WHITE as printed on license THOMAS M KEGLER - Address (Include Number & Street) Apt. No. Address (Include Number & Street) Apt. No. 12067 VALLEY LN 270 PINE ST City or Town State Zip Code City or Town State Zip Code 22 EAST AURORA NY 140520000 EAST AURORA NY 140520000 - 3 Date of Birth Sex Unlicensed No. of Public Date of Birth Sex Unlicensed No. of Public Month Day Year Occupants Property Month Day Year Occupants Property 3 01 10 1974 1  1 Damaged  11 04 1970 1  1 Damaged  Name–exactly as printed on registration Sex Date of Birth Name–exactly as printed on registration Sex Date of Birth 23 Month Day Year Month Day Year JAMES W WHITE M 01 10 1974 THOMAS M KEGLER M 11 04 1970 3 Address (Include Number & Street) Apt. No. Haz. Released Address (Include Number & Street) Apt. No. Haz. Released 4 12067 VALLEY LN Mat .Code -  270 PINE ST Mat. Code -  1 City or Town State Zip Code City or Town State Zip Code 24 EAST AURORA NY 14052 EAST AURORA NY 140520000 5 Plate Number State of Reg. Vehicle Year & Make Vehicle Type Ins. Code Plate Number State of Reg. Vehicle Year & Make Vehicle Type Ins. Code BDS3124 NY 2012 NISS PICK LSZ9307 NY 2023 NISS PICK 5 Ticket/Arrest Ticket/Arrest 1 Number(s) Number(s) Violation Violation Section(s) Section(s) 25 Check if involved vehicle is: Check if involved vehicle is: Circle the diagram below that describes the accident, or draw your own 6  more than 95 inches wide;  more than 95 inches wide; diagram in space #9. Number the vehicles. 7 V  more than 34 feet long; V  more than 34 feet long; Rear End Left Turn Right Angle Right Turn Head On 4 E  operated with an overweight permit; E  operated with an overweight permit; H  operated with an overdimension permit.  operated with an overdimension permit. O H 1. 3. 5. 7. I VEHICLE 1 DAMAGE CODES I VEHICLE 2 DAMAGE CODES Sideswipe Left Turn Right Turn Sideswipe 26 C Box 1 - Point of Impact 1 2 C 1 2 (same direction) (opposite direction) 7 Box 1 - Point of Impact 5 5 1 L Box 2 - Most Damage 2 2 L Box 2 - Most Damage 2. 0. 4. 6. 8. 4 E Enter up to three 3 4 5 E Enter up to three 3 4 5 ACCIDENT DIAGRAM more Damage Codes more Damage Codes 1 2 Vehicle By Vehicle By 27 Towed: Towed: 1 To To DIAGRAM IS PRINTED ON LAST PAGE VEHICLE DAMAGE CODING: 1-13. SEE DIAGRAM ON RIGHT. 14. UNDERCARRIAGE 17. DEMOLISHED 9. 15. TRAILER 18. NO DAMAGE 28 16. OVERTURNED 19. OTHER Cost of repairs to any one vehicle will be more than $1000. 1  Unknown/Unable to Determine x Yes  No Reference Marker Coordinates (if available) Place Where Accident Occurred: ERIE EAST AURORA, VILLAGE OF Latitude/Northing: County _____________________  City  x Village  Town of _______________________________________. GIRARD AVE @ PINE ST. Road on which accident occurred ________________________________________________________________________ 29 _____________________ (Route Number or Street Name) - GIRARD AVE @ PINE ST at 1) intersecting street_________________________________________________________________________________ Longitude/Easting: (Route Number or Street Name) N S or 2) ______ ______ E W of _________________________________________________________________ _______________________ Feet Miles (Milepost, Nearest intersecting Route Number or Street Name) Accident Description/Officer’s Notes 30 ON ABOVE DATE AND TIME, VEH 1 WAS TRAVELING EAST BOUND ON GIRARD AVE. AND WAS APPROACHING THE STOP SIGN LOCATED AT - THE INTERSECTION WITH PINE ST. DUE TO THE ROADWAY CONDITIONS (HEAVY SNOW, SNOW/ICE COVERED ROAD), VEH 1 WAS UNABLE TO STOP AT SAID INTERSECTION AND DID SLIDE THROUGH THE INTERSECTION WITH PINE ST. THIS RESULTED IN A CRASH WITH VEH 2, USE COVER WHICH WAS TRAVELING SOUTH BOUND ON PINE ST. THIS CRASH CAUSED DAMAGE TO THE FRONT END OF VEH. 1 AND THE PASSENGER SHEET SIDE OF VEH 2. NO INJURIES REPORTED. Both Vehicles drivable. Drivers issued a Driver Information Exchange form. 8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved Date of Death Only N A 01 1 4 1 51 1 - - - JAMES W WHITE L A L B 02 1 1 55 1 - - - 4 THOMAS M KEGLER I N C V O D L V E E D F Officer’s Rank Badge/ID No. NCIC No. Precinct/Post Station/Beat/ Reviewing Date/Time Reviewed and Signature ± LIEUTENANT Troop/Zone Sector Officer Print Name in Full D WALDRON 0050 01422 NE SPECHT, C 2026/01/03 15:50

Page 2 of 2 Pages New York State Department of Motor Vehicles POLICE ACCIDENT REPORT Accident Diagram ACCIDENT DIAGRAM

APPENDIX Erie County All-Way Stop Analysis

COUNTY OF ERIE WILLIAM E. GEARY, JR. COMMISSIONER DEPARTMENT OF PUBLIC WORKS July 2, 2026 Village of East Aurora Village Hall 585 Oakwood Ave East Aurora, NY 14052 Attn: Maureen Jerackas, Village Clerk-Treasurer RE: Pine St (CR 6) and Girard Ave (VH) All-Way Stop Traffic Study Request Dear Ms. Jerackas: The Erie County Department of Public Works has completed a traffic engineering investigation related to your request for an all-way stop study at the intersection of Pine Street (CR 6) and Girard Avenue (VH) in the Village of East Aurora. Section 2B.12 of the National Manual of Uniform Traffic Control Devices (MUTCD) gives criteria for an all-way STOP sign installation. All-way stop control can be useful as a safety measure at intersections if certain traffic conditions exist. Studies have found that unnecessary stops, when the intersection is clear of conflicting movements, can lead to general disrespect for STOP signs. The traffic engineering investigation was completed to compare this intersection to the all-way stop warrants outlined in the MUTCD, including a review of the crash history at the intersection, available sight distance, and a turning movement traffic count that was conducted on June 11, 2026. The warrants for an all-way stop have not been met based on crash experience or traffic volume warrants. A review of the existing sight lines at the intersection was conducted. The available sight distance for eastbound vehicles at the existing Girard Avenue STOP sign was compared to AASHTO’s A Policy on Geometric Design of Highways and Streets (7th edition) guidelines for RATH BUILDING • 95 FRANKLIN STREET • ROOM 1400 • BUFFALO, NEY YORK • 14202 • (716) 858-8300 • www.erie.gov/dpw

recommended clear sight triangles. It was determined that the available intersection sight distance did not meet the AASHTO recommendations due to the embankment located that the southwest corner of the intersection, as well as the crest vertical curve of the sidewalk. This sidewalk can’t be lowered due to underground utilities and the grade of the embankment. The warrant for intersection sight distance has been met, and the implementation of an all-way stop is recommended. As this intersection is within the Village of East Aurora, the Village is responsible for the installation and maintenance of the STOP control signage, via Sign Permit from our Department. I have attached a draft of the Sign Permit for this location. The installation of a pedestrian crossing on the south side of the intersection has been included in this permit. Please have a person of authority sign this permit and return to me for Erie County’s countersignature. Once the Village receives a copy of the fully executed permit, you may install the necessary signage. If you have any questions or comments regarding this matter, please feel free to contact me at (716) 858-8067. Sincerely, Gina Wilkolaski, P.E. Traffic Safety Engineer pc: William Geary – Commissioner Karen Hoak – Deputy Commissioner Darlene Svilokos, P.E. – Director of Engineering Michael Pasnik – District Engineer Luke Wochensky – Mayor Patrick Welch – Chief of Police

All-Way Stop Control Warrant Review Major Street: Pine St (CR 6) Minor Street: Girard Ave (VH) Date: 6/22/2026 By: Gina Wilkolaski Source: Manual on Uniform Traffic Control Devices for Streets and Highways, 11th edition (MUTCD 2023) Section 2B.13 All-Way Stop Control Warrant A: Crash Experience All-way stop control may be installed at an intersection where an engineering study indicates that: A. For a four-leg intersection, there are five or more reported crashes in a 12-month period or six or more reported crashes in a 36-month period that were of a type susceptible to correction by the installation of all-way stop control. B. For a three-leg intersection, there are four or more reported crashes in a 12-month period or five or more reported crashes in a 36-month period that were of a type susceptible to correction by the installation of all-way stop control. Intersection Type: 3-Leg Source of Accident Reports: NYSDOT CLEAR System 12-Month Period: 1/1/2025 to 12/31/2025 Total # Accidents 2 Warrant A-A-12 has NOT been met. Warrant A-B-12 has NOT been met. 36-Month Period: 1/1/2023 to 12/31/2025 # Accidents Right-Turn 0 Left-Turn 0 Right-Angle 3 Other 1 Total # Accidents 4 Total # Accidents Susceptible to Improvement by All-Way STOP 3 Warrant A-A-36 has NOT been met. Warrant A-B-36 has NOT been met. Section 2B.14 All-Way Stop Control Warrant B: Sight Distance All-way stop control may be installed at an intersection where an engineering study indicates that sight distance on the minor-road approaches controlled by a STOP sign is not adequate for a vehicle to turn onto or cross the major (uncontrolled) road. Support: At such a location, a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop. Sight Distance (ft) AASHTO Recommen Approx. Approach Looking ded Available Min. Met? Left Yes NB Right Yes Left Yes SB Right Yes Left 335 335 Yes EB Right 335 270 No Left Yes WB Right Yes Warrant B has been met.

Traffic cone showing the limit of the recommended clear sight triangle. Eastbound Girard Ave looking north Traffic cone showing the limit of the recommended clear sight triangle is not visible due to the vertical curve of the sidewalk. Eastbound Girard Ave looking south Section 2B.15 All-Way Stop Control Warrant C: Transition to Signal Control or Transition to Yield Control at a Circular Intersection All-way stop control may be installed at locations where all-way stop control is an interim measure that can be installed to control traffic while arrangements are being made for the installation of a traffic control signal (see Chapter 4C) at the intersection or for the installation of yield control at a circular intersection. Is a traffic signal installation planned for this location? No Warrant C has NOT been met.

Section 2B.16 All-Way Stop Control Warrant D: 8-Hour Volume (Vehicles, Pedestrians, Bicycles) All-way stop control may be installed at an intersection where an engineering study indicates: A. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the majorstreet approaches is at least 300 units per hour for each of any 8 hours of a typical day; and Pine St (CR 6) Year of Traffic Volume Data: 2026 Source: 6/11/26 Turning Movement Count Combined Vehicles, Pedestrians, Bicycles Per Hour 7:00 - 8:00 - 11:00 AM - 12:00 - 1:00 2:00 - 3:00 - 4:00 - 5:00 - 8:00 AM 9:00 AM 12:00 PM PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM NB/EB: 146 227 135 132 201 200 210 199 SB/WB: 224 214 206 179 211 221 237 248 Total: 370 441 341 311 412 421 447 447 1 1 1 1 1 1 1 1 # Hrs >300: 8 Warrant D-A has been met. B. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the minorstreet approaches is at least 200 units per hour for each of any of the same 8 hours. Girard Ave (VH) Year of Traffic Volume Data: 2026 Source: 6/11/26 Turning Movement Count Combined Vehicles, Pedestrians, Bicycles Per Hour 7:00 - 8:00 - 11:00 AM - 12:00 - 1:00 2:00 - 3:00 - 4:00 - 5:00 - 8:00 AM 9:00 AM 12:00 PM PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM NB/EB: 41 84 95 130 118 170 151 165 SB/WB: Total: 41 84 95 130 118 170 151 165 # Hrs >200: 0 Warrant D-B has NOT been met. If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants may be reduced to 70 percent of the values given in Items A and B in Paragraph 1 of this Section. Year of Traffic Speed Data: 2022 Source: Traffic Data Viewer 85th- Percentile Exceeds (mph) 40 mph? Pine St (CR 6) NB/EB: 34 No SB/WB: 34 No Warrant D-Re-Eval is not applicable. Warrant D-A Re-Evaluated: # Hrs >210: 8 Warrant D-A Re-Eval has been met. Warrant D-B Re-Evaluated: # Hrs >140: 3 Warrant D-B Re-Eval has NOT been met.

Section 2B.17 All-Way Stop Control Warrant E: Other Factors All-way stop control may be installed at an intersection where an engineering study indicates that all-way stop control is needed due to other factors not addressed in the other all-way stop control warrants. Such other factors may include, but are not limited to, the following: A. The need to control left-turn conflicts, B. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where all-way stop control would improve traffic operational characteristics of the intersection, or C. Where pedestrian and/or bicyclist movements support the installation of all-way stop control. Summary: Criteria Met? Warrant A-A No Warrant A-B No Warrant B Yes Warrant C No Warrant D No Warrant D Re-Eval No Warrant E No The warrant for sight distance has been satisfied. Implementation of an all-way stop is recommended.