Jamestown, New York 8-hour Ozone Non-Attainment Area … · 2015. 8. 27. · Jamestown, NY Transportation / Air Quality Conformity Determination September 26, 2011 1 Introduction

Jamestown, New York 8-hour Ozone Non-Attainment Area

Transportation/Air Quality Conformity Determination

New York State Department of Transportation (NYSDOT) Region 5 FFY 2011-23 Capital Program of Transportation Projects

in Chautauqua County, NY Prepared by: NYSDOT Environmental Science Bureau in association with NYSDOT Region 5 Planning & Program Management

FINAL

SEPTEMBER 26, 2011

Jamestown, NY Transportation/Air Quality Conformity Determination Table of Contents

Report Section Page

Introduction 1

Attainment / Non-Attainment History and Status 1

Air Quality Classification of Transportation Projects 2 Latest Planning Assumptions 3

Latest Emissions Model 5 Regional Emissions Analysis 8 Interagency Consultation 9

Public Participation & Review 10

Conclusions 10

APPENDICES

Appendix A - NYSDOT 12-Year Capital Program of Transportation Projects Chautauqua County, New York Appendix B - Regional Emissions Analysis

Appendix C - Public Review Documentation

Jamestown, NY Transportation / Air Quality Conformity Determination September 26, 2011 1

Introduction The Clean Air Act (CAA) requires the United States Environmental Protection Agency (EPA) to establish the national ambient air quality standards (NAAQS) for various criteria air pollutants. Areas where air quality monitoring shows a violation of the NAAQS are designated “nonattainment.” In accordance with the CAA, the New York State Department of Environmental Conservation (NYSDEC) is required to produce a plan, known as the State Implementation Plan (SIP) that details how sufficient emission reductions, including reductions in the transportation sector, will be achieved to meet the NAAQS. All nonattainment areas are subject to a provision in CAA §176(c) known as transportation conformity. The intent of the transportation conformity process is to fully coordinate transportation and air quality planning to ensure that the implementation of transportation plans, programs and projects will not 1) cause or contribute to any new violation of the NAAQS, 2) increase the frequency or severity of any existing NAAQS violations, or 3) delay timely attainment of the NAAQS or any required interim emissions reductions or other milestones in any area. The New York State Department of Transportation (NYSDOT) has proposed significant changes to the Capital Program of Transportation Projects in Chautauqua County. As a result of this action, a new transportation / air quality conformity determination is required for the Jamestown, NY non-attainment area. This report presents the results of the regional emissions analysis and documents the process and methods undertaken by NYSDOT to demonstrate that the Capital Program of Transportation Projects conforms to the SIP. Attainment / Non-Attainment History and Status of Chautauqua County, NY Chautauqua County has historically been classified as an attainment area for all criteria air pollutants that are regulated under the Clean Air Act, including the 1-hour ground level ozone standard. On July 16, 1997, EPA established a new concentration-based 8-hour ozone standard and set the standard at 0.08 parts per million (ppm). Specifically, the “design value” used to establish whether or not an area attains the NAAQS for 8-hour ozone is the 3-year average of the annual 4th-highest daily maximum 8-hour ozone concentrations. An area attains the standard when the 3-year average of the annual 4th-highest daily maximum 8-hour concentrations is less than or equal to 0.08 ppm. Effective June 15, 2004 the EPA designated the Jamestown, New York area to be nonattainment under the 1997 8-hour ozone standard. Based on 2001-2003 air quality monitoring data, the 8-hour ozone design value for the area was 0.097 ppm, and Chautauqua County was classified as a Clean Air Act Sub Part 1 “Basic” non-attainment area under the 1997 standard. On June 8,


2007, the United States Court of Appeals vacated the Subpart 1 portion of EPA’s Final Phase 1 Rule To Implement the 8-Hour Ozone NAAQS. As a result of this court ruling, EPA classified all “Subpart 1 Basic” areas as "Former Subpart 1" until reclassification of the areas is finalized. Proposed reclassifications were published on January 16, 2009. However, these reclassifications have not yet been finalized. The current 8-hour ozone design value for Chautauqua County is 0.077 ppm based on 2008-2010 air quality monitoring data. On March 12, 2008, EPA once again strengthened the 8-hour ozone NAAQS to a level of 0.075 ppm. However, USEPA has not made final area designations for the new ozone standard and the conformity requirements for the new ozone standard do not yet apply. In addition, based on certified ambient air quality monitoring data, EPA determined that the Jamestown, NY area attained both the 1997 8-hour ozone standard on January 6, 2010. However, EPA’s determination did not constitute a formal redesignation to attainment and the transportation air quality conformity requirements still apply to the area. However, this determination did suspend certain SIP requirements including the need to develop a motor vehicle emissions budget in the SIP. Air Quality Classification of Transportation Projects The federal conformity regulation provides a list of projects that are Aexempt@ from transportation conformity requirements, since they are expected to have no impact on air quality. Exempt projects are typically road and bridge rehabilitation projects where the existing transportation system is being maintained, and no roadway capacity changes are being made that would significantly change regional travel patterns. The entire 12-year Capital Program of Transportation Projects in Chautauqua County, including those determined to be exempt from the regional emissions analysis per 40 CFR Part 93.126 and 93.127, is included in Appendix A. This list was reviewed by the Environmental Science Bureau in consultation with the NYSDOT Region 5 Planning & Program Management office to initially identify exempt or non-exempt classifications for all projects. Additional information was then gathered for the non-exempt projects, and then this listing was provided for review and comment to the Interagency Consultation Group (ICG) for air quality conformity in New York State. The ICG operates on a consensus basis and, consistent with federal regulation, is comprised of representatives of NYSDEC, NYSDOT, EPA, the Federal Highway Administration (FHWA) and the Federal Transit Administration (FTA). There are two non-exempt transportation projects scheduled for future construction in Chautauqua County: PIN 503498: The NY Route 5/ US Route 20 Bridge over the Cattaraugus Creek (PIN 5034.98) was classified as a non-exempt project in 2007. This bridge carries approximately 18,000 vehicles per day. It includes two 12-foot wide travel lanes, a 12-foot wide center median, and


two 2-foot wide shoulders. Structural deficiencies have been identified on the bridge since 1997. The bridge was posted with an 18-ton limit in 2007 and NYSDOT Region 5 planned to build a new four-lane structure on a new alignment to replace the current bridge. Emergency repairs were performed and the bridge has been restored an unrestricted weight capacity. Right-of-way acquisition for the new bridge option on new alignment is no longer being pursued. The most recently proposed preferred scope of PIN 503498 will consist of a complete bridge replacement very close to the current alignment. The new bridge will feature two 12-foot wide travel lanes, a striped median, and 8-foot wide shoulders. The primary objectives of the project are: 1) mitigate structural deficiencies, 2) provide adequate level of service of the bridge carrying NY 5/US 20 over the Cattaraugus Creek on the border of Erie and Niagara Counties, 3) meet local planning goals while minimizing adverse social, economic, and environmental impacts, 4) improve mobility through the project area for pedestrians, bicyclists, and large dimension vehicles, and 5) reduce or eliminate the potential of vehicular conflicts/accidents in the project area. PIN 503498 is also being combined with PIN 503411 in Erie County to construct a roundabout approximately 500 feet north of the 5/20 bridge at the intersection of NY Route 438 where NY Route 5 and US Route 20 split. This conformity determination, limited to the Jamestown, NY nonattainment area, only considers vehicle activity within the Chautauqua County portion of the project limits. Thus, the emissions analysis is appropriately conservatively and is consistent with the transportation conformity regulation requirement to include all travel activity within the nonattainment area. None of the direct emissions benefits that will be achieved at the roundabout in Erie County are included in the build vs. no-build emissions analysis. The emissions impact of PIN 503498 in Erie County is appropriately considered in the regional emissions analysis for the Buffalo, NY nonattainment area conducted by the Greater Buffalo-Niagara Regional Transportation Council. PIN 575755 Millennium Parkway: The Millennium Parkway project is a federally funded project being administered by the Chautauqua County Department of Public Works. Since the project was anticipated to include the construction of a new “by-pass” roadway on new alignment, the ICG recommended that the project be classified “non-exempt” in 2008. At the time, the design alternatives for the project varied widely and there were no traffic details available to support a project emissions analysis. Since that time, a preferred alternative was selected, a traffic and emissions analysis has been performed, and design approval is being sought in late October 2011. The primary objective of the Millennium Parkway Project is to improve tractor-trailer truck traffic access from NY Route 60 to an industrial corridor, including districts zoned for industrial uses along Werle Road, Harrington Road, Progress Drive, and County Route 82 in the City of Dunkirk. The preferred alternative will consist of minor geometric improvements to existing facilities in the project area, and the construction of a new road for approximately 4,000 feet, Millennium Parkway, through the industrial corridor. This alternative starts at the intersection of NY Route 60 and Talcott Street in the City of Dunkirk, and ends at the intersection of


Millennium Parkway and Middle Road, near Progress Drive, in the Town of Dunkirk. The project will reduce distance traveled and the number of turning movements that will be necessary for trucks to access and depart from the project area. No other non-exempt or non-federal regionally significant transportation projects have been identified or proposed in Chautauqua County, NY. Latest Planning Assumptions The Federal and State conformity regulations require conformity determinations to be based on the latest planning assumptions available at the time the regional emissions analysis to support the conformity determination begins. Specifically, the latest demographic data, transit operating policies, transit service levels, transportation control measures, and other key assumptions must be utilized in the regional emission analysis. The regional emissions analysis began on July 7, 2011. This requirement is met as described below. Demographic Data – Population, Employment, Travel and Congestion: The Jamestown area is not subject to the metropolitan planning requirements set forth by USDOT. Therefore, the NYSDOT Region 5 Office in Buffalo, NY is responsible for the most recent estimates of travel and congestion on the roadway system. The estimates of county-wide VMT used in the regional emissions analysis are based on the most recently observed and estimated counts collected and processed via the NYSDOT Highway Performance Monitoring System (HPMS) program. Future VMT estimates are based on projecting historical VMT trends into the future. This HPMS data projection was most recently conducted in 2008 and considers future economic activity, transit alternatives, and transportation system policies. Speeds on the various transportation facilities used in the regional emissions analysis are the weighted average daily speeds for rural counties in New York State as developed by the NYSDOT Planning and Strategies Division. These speed estimates are the most recent and best available data available for the purpose of system-wide regional analysis. In order to estimate the effect of the NY Rt. 5 / US Rt. 20 bridge reconstruction and Millennium Parkway projects on future year emissions, mesoscale-level emissions analyses were performed and the changes in emissions between the “no-build” and “build” conditions for these projects were summed and added into the county-wide estimate of on-road emissions. The NY5/US20 project analysis is predicated upon a slight increase in roadway speeds. The Millennium Parkway project is expected to slightly reduce VMT due to shorter routes to access the light industrial operations in the immediate project area The results of these “mesoscale” emissions analyses and county-wide emissions analysis are presented in Appendix B. Transit Operating Policies, Service Policies, Fares, and Ridership: Chautauqua Area Regional Transit System (CARTS) is a municipally owned and operated bus service that serves the


citizens of Chautauqua County. CARTS runs 14 bus routes in Jamestown and Dunkirk between 6:30am and 5:30pm. The fare system is as follows:

TABLE 1 – CARTS FARE INFORMATION Regular 1 ZONE Seniors and Disabled

$2.00 1 trip (base) $1.50 $14.25 10 trip $11.00 $49.75 Monthly $38.50

Regular 2 ZONE Seniors and Disabled $2.50 1 trip (base) $1.75 $17.50 10 trip $12.50 $61.25 Monthly $43.75

In addition to providing on-demand reserve service for disadvantaged riders, these transit systems serve a very modest share of overall daily trips in Chautauqua County. There are no significant changes in transit service trends assumed as a part of these future forecasts of the Chautauqua County transportation system. It is expected that transit operating policies, fares and service levels will continue as they exist now, with adjustments as needed with changes in future population and transportation needs as they arise. Timely Implementation of TCMs: 40 CFR Part 93.113 requires the all transportation plans and programs to provide for the timely implementation of any Transportation Control Measures (TCMs) in the applicable State Implementation Plan (SIP) and to ensure that no project in the program interferes with the implementation of any TCM. The applicable SIP does not include any TCMs for Chautauqua County. Therefore, this requirement does not apply to this conformity determination. In addition, no elements of the Chautauqua County Program of Transportation Projects will interfere with the timely implementation of TCMs in other areas. Other key assumptions: As noted previously, PIN 5034.98, NY Rt. 5 / US Rt. 20 over Cattaraugus Creek, and PIN 5757.55, Millennium Parkway, are the only non-exempt or regionally significant projects in Chautauqua County. The emission estimates for the no-build and preferred alternatives were based on the vehicle volume and speed for each segment of the affected roadway in Chautauqua County as described in the most recent design reports for these projects dated June 2011 and December 2010, respectively. Consistent with assumptions in the Statewide motor vehicle emissions inventory developed by NYSDEC, the analysis of county-wide VMT uses a seasonal traffic adjustment factor of 1.12 for all facility types considered to experience low seasonal variability and 1.16 for facility types that experience moderate seasonal variability. These seasonal adjustment factors were confirmed to be appropriate by NYSDOT Main Office and Region 5 Planning Staff. The tables in Appendix B provide details of the county-wide seasonally adjusted daily vehicle miles traveled, weighted average daily vehicle speeds by roadway functional class, corresponding emission factors, and the resulting emissions estimates.


Latest Emissions Model EPA officially released the Motor Vehicle Emissions Simulator (MOVES) model for use in conformity determinations and SIP development on March 12, 2010. As part of the release, a two-year grace period was established for use of the MOVES model. Until the grace period expires on March 12, 2012, the previous EPA motor vehicle emissions model, MOBILE6.2, may be used to estimate mobile source emissions in regional emissions analyses. Accordingly, the emission factors used in the regional emissions analysis for Chautauqua County were generated using the EPA motor vehicle emissions model, MOBILE 6.2. The modeling inputs and parameters used to develop the emission factors are the most recent MOBILE 6.2 inputs for Chautauqua County established in consultation with the New York State Department of Environmental Conservation (NYSDEC) and the New York State Air Quality Conformity Interagency Consultation Group (ICG). On June 15, 2011 the ICG concurred that these emission factors may be used for the Chautauqua County emissions analysis. Specific modeling inputs used to develop the emission factors for Chautauqua County are described below: Evaluation Month - The month of July (i.e., summertime conditions) was specified in the input files. Vehicle Registration Age Distribution – Year 2007 vehicle age distribution data was used to all analysis years. Vehicle Mileage Accumulation Rate – The EPA default mileage accumulation rate data were used for all analysis years. I/M Programs - NYSDEC inspection and maintenance (I/M) program data were used in the emission modeling. The NYSDEC file, NYVIPup.d, contains data for the Upstate New York I/M program. This file was used for modeling all analysis years. Anti-Tampering Program – The emissions control equipment anti-tampering program data described in the table below was used to model all analysis years:

TABLE 2 – “ANTI-TAMPERING” PROGRAM DATA

Parameter Years 2002 – 2035

Beginning calendar year 1984

Earliest model year (Current yr – 25 yrs)

Final model year (Current yr – 2 yrs) Light-duty vehicles subject to inspection

LDGV, LDGT1, LDGT2, LDGT3, LDGT4


Heavy-duty vehicles subject to inspection HDGV2B, HDGV3, HDGV4

Annual or biennial Annual

Compliance rate 98% Component inspections (see MOBILE6.2 User’s Guide) All except tailpipe lead deposit test

Fuel Program and Fuel RVP Average and maximum fuel sulfur levels and fuel Reid Vapor Pressure (RVP) levels as provided by NYSDEC in Spring 2009 were specified in the input files (as listed in the below).

TABLE 3 - FUEL SULFUR AND RVP LEVELS Chautauqua County

Year(s) Season Fuel Sulfur Levels (ppm) RVP (psi) Average Maximum 2010 – 2035

Summer 30.0 80.0 8.6 Winter 30.0 80.0 12.5

Gasoline fuel oxygenate data were also specified in the input files (as listed in Table 3 below).

TABLE 4 – GASOLINE FUEL OXYGENATE DATA

Chautauqua County

Year(s) Season Oxygenate Type Oxygenate Content (% by volume)

Market Share Fraction of Oxygenate

2010 - 2035 Summer/Winter Ethanol 5% 1.00

Temperature and Humidity - For the summer season, county-specific hourly temperatures and relative humidity levels as verified by NYSDEC in Spring 2009 were used in the modeling. Diesel Sale Fractions - Diesel sale fractions for NYSDOT Region 5 were used in the modeling. Year 2007 diesel sale fractions were used to model all future analysis years. Vehicle Start Distribution - County-specific vehicle start distribution data as verified from NYSDEC in Spring 2009 were used in the modeling.


VMT by Hour - County-specific VMT data (allocated by hour of day) as verified by NYSDEC in Spring 2009 were used in the modeling. Low-Emission Vehicle (LEV) Standards: The following files were used to model the effects of implementing California’s LEV I/LEV II programs in New York State:

• L2CERT.d – Specifies the LEV II 50,000-mile certification standards • L2EVAP.d – Specifies the phase-in schedule for the LEV II evaporative emission

standards • L2EXH.d – Specifies the phase-in schedule for the LEV II exhaust emission

standards • LEV2.d – Provides fleet penetration fractions for light-duty gasoline vehicles

under the LEV I/LEV II programs Weighted emissions by vehicle type - The emission factors for each individual vehicle type were weighted according to the NYSDOT Region 5 vehicle distributions by roadway functional class and then summed to obtain composite emission factors. These model inputs include the latest existing and future emissions control programs included in NYSDEC’s statewide mobile source emission inventory, and the latest MOBILE 6.2 input assumptions on characteristics of the existing and future vehicle fleets traveling on Chautauqua County roadways. The MOBILE 6.2 input files used are available by contacting the NYSDOT Environmental Science Bureau. Regional Emissions Analysis Emissions Reduction Test: Since there is no emissions budget established for Chautauqua County, the interim emissions reduction test per 40 CFR Part 93.109(l) is required for this conformity determination. Per 40 CFR Part 93.119(b)(2), a comparison of future emissions with base year 2002, showing that all future emissions remain below 2002 levels, or a demonstration that the emissions burden of the “Build” condition are less than or equal to the “No-Build” condition is required to satisfy the emissions reduction test for “Former Subpart 1” nonattainment areas under the 8-hour ozone standard. This regional emission analysis will demonstrate conformity by passing the “build no greater than no-build test.” Analysis Years: There is no motor vehicle emission budget in place for Chautauqua County, therefore, the analysis years requirements prescribed by 40 CFR Part 93.119(g) apply to the regional emissions analysis. Analysis year 2014 meets requirement that the first analysis year must be no more that five years beyond the year in which the transportation conformity determination is being made. Analysis year 2030 meets the requirement to analyze the last year of the applicable long range transportation plan because the last year of the Statewide Transportation Master Plan is 2030. Since 2035 is the horizon year of the Metropolitan


Transportation Plan for all MPOs in Upstate New York nonattainment areas the year 2035 was also analyzed for informational purposes. Analysis year 2020 meets the requirement that future analysis years be no more than ten years apart. Results: The regional emissions results presented below demonstrate that implementation of the Chautauqua County Capital Program of Transportation Projects will result in lower VOC and NOx emissions than the emissions burdens for both pollutants in the “No-Build” condition in each analysis year. The results of the regional emissions analysis are presented in Table 4 below. Refer to Appendix B for the regional emissions analysis details.

TABLE 5 - CHAUTAUQUA COUNTY, NY REGIONAL EMISSIONS ANALYSIS SUMMARY

Analysis Year VOC (kg/day)

NOx (kg/day)

Build ≤ No-Build Test Result

2014 No-Build Condition 1,808.8 3,720.0 Pass 2014 Build Condition 1,808.4 3,719.8




The satisfactory regional emissions analysis results for the build no-greater than no-build emissions reduction test quantitatively demonstrates that the Chautauqua County transportation program will not: $ Cause or contribute to any new violations of the ozone standards; $ Increase the frequency or severity of any existing violation of the ozone standards; $ Delay timely attainment of any standard or any required interim emissions reductions or

other milestones in any area

Jamestown, NY Transportation /Air Quality Conformity Determination September 26, 2011 10

Interagency Consultation The 2011-2023 Capital Program of Transportation Projects in Chautauqua County was previously presented to NYSDEC, the U. S. Environmental Protection Agency (EPA), the U. S. Department of Transportation=s involved agencies: the Federal Highway Administration (FHWA) and Federal Transit Administration (FTA). This Interagency Consultation Group (ICG) reviewed the Capital Program and concurred with the proposed exempt or non-exempt air quality classification for each project on June 20, 2011. This draft conformity narrative and regional emissions analysis have undergone interagency review. Public Participation & Review In accordance with the EPA transportation conformity requirements, as well as the procedures for public participation in NYSDOT Region 5, this air quality conformity determination was subject to public review from August 24 to September 23, 2011. No comments were received on the draft conformity determination and supporting documentation. A copy of the evidence of public notice is included in Appendix C. Conclusions This conformity determination has been conducted in accordance with EPA=s transportation conformity rule, 40 CFR Part 93, especially §93.109(l) which outlines the criteria and procedures for determining conformity of transportation plans, programs, and projects in Aisolated rural non-attainment and maintenance areas.@ The criteria and procedures outlined in the New York State Department of Environmental Conservation=s (NYSDEC) conformity regulation, 6 NYCRR Part 240, have also been followed for this air quality conformity determination. The NYSDEC regulation outlines the details of the interagency consultation and public participation process being followed in New York State. NYSDOT has determined that conformity of the 2011-2023 Chautauqua County Capital Program of Transportation Projects with the New York State Implementation Plan for Air Quality (SIP) has been demonstrated in accordance with 40 CFR Parts 51 and 93 and 6 NYCRR Part 240.

APPENDIX A

Chautauqua County Capital Program of Transportation Projects

Federal Fiscal Years 2011-2023

APPENDIX A - JAMESTOWN, NY TRANSPORTATION / AIR QUALITY CONFORMITY DETERMINATION12-YEAR CAPITAL PROGRAM OF TRANSPORTATION PROJECTS WITH AIR QUALITY CLASSIFICATIONS

PIN AQ Code PROJECT DESCRIPTION PRIMARY SCOPE OF WORK CONST COST LET_DATE

500691 Exempt A10-P I-86:CHAUTAUQUA LAKE BRIDGE TO EXIT 16 MULTI COURSE ASPHALT OVERLAY (D CONTRACT): Highway reconstruction in-kind capacity 11,000,000 6/16/2016

500692 Exempt A19-P I-86/CHAUTAUQUA LAKE; DECK OVERLAY BRIDGE DECK TREATMENT: In kind capacity 13,680,000 9/12/2013

500697 Exempt A19-Z I-86 BRIDGES BRIDGE GENERAL REPAIRS: In-kind capacity 6,700,000 5/16/2013

500698 Exempt A19-Z I-86; OTHER BRIDGE AND HIGHWAY IMPROVEMENTS BRIDGE DECK TREATMENT: In kind capacity 3,018,000 11/17/2011

500811 Exempt A19-P RT 76/GAGE GULF BRIDGE REPLACEMENT BRIDGE REPLACEMENT: STRUCTURAL: In-kind capacity 1,500,000 4/16/2018

503498 NON-P RT 5 & 20/CATT CK & RTS 5/20/438 ROUNDABOUT

BRIDGE REPLACEMENT: STRUCTURAL: Replacement of two lane bridge with new bridge on modified alignment. New bridge will be striped to include two 12' through lanes and 8' wide shoulders in each direction. This is a scope change from previously assumed non-exempt four lane build scope. However, this scope change does not change the impact of the project on area traffic as compared to the previous 4-lane alternative. The bridge will still have the same design speed as the four lane alternative (i.e. 50 mph). Bridge is wide enough that it could be striped to accomodate four travel lanes if necessary in the future. Travel lanes will remain restricted north of project area where a roundabout is planned for the intersection where Rts 5 & 20 split and intersect with Rt. 438.

15,501,000 2/23/2012

503505 Exempt A19-Z RT 426 OVER FRENCH CREEK BRIDGE REPLACEMENT: STRUCTURAL: In-kind capacity 1,310,000 6/15/2015

505844 Exempt A10-P PMI; RT 60; KIMBALL STAND-JAMESTOWN NCL COLD MILL 1"TO 1 1/2";REPLACE W/1 1/2"HOT MIX OVERLAY: In-kind capacity 2,500,000 6/15/2012

505846 Exempt A10-P ROUTE 60: ROUTE 20 TO GERRY-LEVANT ROAD MULTI COURSE ASPHALT OVERLAY (D CONTRACT): In kind capacity 12,000,000 4/15/2019

505847 Exempt A-19Z RT 60 OVER I-90 GENERAL BRIDGE REHABILITATION: In kind capacity 3,500,000 12/15/2014

506432 Exempt C2-P MOF-RT 394 SIDEWALKS; MALL BLVD-NORTH BUTTS AVE REHABILITATE PEDESTRIAN FACILITIES: Sidewalk construction and reconstruction 731,000 10/13/2011

506433 Exempt A19-P RT 394/WESTERN NY & PENN RAILROAD BRIDGE DECK REPLACEMENT: In-kind capacity 3,800,000 4/15/2016

510540 Exempt A19-P RT 39 BRIDGE REPLACEMENTS VARIOUS LOCATIONS; PHASE 2 BRIDGE REPLACEMENT: STRUCTURAL: In-kind capacity 3,000,000 4/17/2017

513438 Exempt A2-Z RTS 5 & 20 STREAM BANK EROSION ROCK SLOPE PROTECTION: No impact to travel lanes 3,253,927 7/13/2011

552836 Exempt A19-P RT 20/I-90 GENERAL BRIDGE REHABILITATION: In-kind capacity 2,000,000 1/9/2013

575678 Exempt C2-P CHAUTAUQUA TRAIL NEW/IMPROVED SHARED USE PATHS 642,000 6/14/2013

575739 Exempt A19-P SPRAGUE AV/CHADAKOIN RIVER BRIDGE REPLACEMENT: STRUCTURAL: In-kind capacity 2,942,000 5/2/2011

575740 Exempt A19-P CR 42/CONEWANGO CREEK BRIDGE REPLACEMENT: STRUCTURAL: In-kind capacity 1,851,000 6/30/2011

575741 Exempt A19-P HOPKINS AVE/CHADAKOIN RIVER BRIDGE REPLACEMENT: STRUCTURAL: In-kind capacity 1,332,000 6/17/2013

575754 Exempt C2-P DUNKIRK BICYCLE PATH/PEDESTRIAN TRAIL NEW/IMPROVED SHARED USE PATHS 380,000 4/16/2012

A-1



575755 NON-P MILLENNIUM PARKWAY NEW CONSTRUCTION AND RECONSTRUCTION: Reconstruct Talcott St and build new two lane arterial for approximately 4,000 feet between Talcott St and Progress Drive. 5,113,000 6/18/2012

575794 Exempt A19-P 28TH CREEK RD/28TH CREEK BRIDGE REPLACEMENT: STRUCTURAL: In-kind capacity 778,000 6/23/2014

575809 Exempt A19-P LOCAL BRIDGE MAINTENANCE PROGRAM; SFY 11/12 BRIDGE MINOR /CYCLICAL MAINTENANCE: No capacity work 197,000 6/20/2011

575822 Exempt A2-P HIGH RISK RURAL ROAD PROGRAM, SFY 12/13 HIGHWAY RECONSTRUCTION: Spot Improvements at various individual locations region-wide 608,000 12/14/2012

575841 Exempt A19-P WEBSTER / CANADAWAY CREEK BRIDGE REPLACEMENT: STRUCTURAL: In-kind capacity 1,400,000 7/27/2011

575842 Exempt A19-P CR 67 / CLEAR CREEK BRIDGE REPLACEMENT: STRUCTURAL: In-kind capacity 2,000,000 12/15/2011

575844 Exempt A19-P PROSPECT STREET /MILL CREEK BRIDGE REPLACEMENT: STRUCTURAL: In-kind capacity 1,273,000 4/13/2012

575845 Exempt A19-P CR 18 / PRENDERGAST CREEK BRIDGE REPLACEMENT: STRUCTURAL: In-kind capacity 1,365,000 11/15/2012

575897 Exempt A19-Z LOCAL BRIDGE MAINTENANCE PROGRAM; SFY 12/13 BRIDGE MINOR /CYCLICAL MAINTENANCE: No capacity work 4,000,000 12/27/2012



575900 Exempt A19-P LOCAL BRIDGE MAINTENANCE PROGRAM; SFY 15/16 BRIDGE MINOR /CYCLICAL MAINTENANCE: No capacity work 4,000,000 6/15/2015

575901 Exempt A2-P HIGH RISK RURAL ROAD PROGRAM 12/13 HIGHWAY RECONSTRUCTION: Spot Intersection Improvements at various individual locations region-wide 304,000 12/17/2012

HIGHWAY RECONSTRUCTION: Spot Intersection Improvements at various individual575902 Exempt A2-P HIGH RISK RURAL ROAD PROGRAM 13/14 HIGHWAY RECONSTRUCTION: Spot Intersection Improvements at various individual locations region-wide 304,000 12/16/2013



575910 Exempt D1-P INTERSECTION IMPROVEMENTS AT CR 88& 95 AND CR 30 & 45 INTERSECTION RECONSTRUCTION - Two individual and separate intersection improvement projects in Towns of Hanover and Busti 133,000 8/2/2011

575982 Exempt A19-Z HAWLEY ST OVER CHAUTAUQUA CREEK BRIDGE REPLACEMENT: STRUCTURAL: In-kind capacity 1,450,000 6/15/2015

575983 Exempt A19-Z FOOTE AVE OVER CHADAKOIN RIVER BRIDGE REPLACEMENT: STRUCTURAL: In-kind capacity 1,100,000 6/15/2015

575984 Exempt A19-Z HARRISON ST OVER CHADAKOIN RIVER BRIDGE REPLACEMENT: STRUCTURAL: In-kind capacity 1,500,000 12/15/2014

575985 Exempt A19-Z KORTWRIGHT RD OVER LIT BROKENSTRAW BRIDGE REPLACEMENT: STRUCTURAL: In-kind capacity 1,100,000 6/15/2015

575986 Exempt A19-Z COUNTY RD 4 /FRENCH CREEK BRIDGE GENERAL REPAIRS: In-kind capacity 200,000 6/15/2015

576001 Exempt A19-Z CR 66 REDBIRD OVER CASSADAGA CREEK BRIDGE GENERAL REPAIRS: In-kind capacity 235,000 6/15/2015

576008 Exempt A19-Z BRIDGE PAINTING; CHAUTAUQUA COUNTY; SFY 11/12 BRIDGE PAINTING 280,000 3/15/2012

A-2



576009 Exempt A19-Z BRIDGE SEALING, BEARING, & JOINTS; CHAUTAUQUA CO; SFY 11/12 BRIDGE MINOR MAINTENANCE: In-kind capacity 170,000 3/15/2012

580657 Exempt A11-P PAVT MARKINGS (REQ); SFY 11/12 PAVEMENT MARKINGS 500,000 12/1/2011


580662 Exempt A11-P PAVT MARKINGS (LINE-B); SFY 12/13 PAVEMENT MARKINGS 1,100,000 12/17/2012

580663 Exempt C11-P LANDSCAPE ENVIRONMENTAL BLOCK; SFY 11/12 CORRIDOR ENHANCEMENTS: Plantings, supplemental streetscape improvements, etc. 1,100,000 12/1/2011

580678 Exempt A15-P REST AREA MAINT; SFY 12/13 REST AREA/COMFORT STATION/INFORMATION CENTER: Maintenance 200,000 4/16/2012

580691 Exempt A2-P DRAINAGE; SFY 12/13 DRAINAGE MAINTENANCE 2,400,000 6/15/2012

580697 Exempt A-10P STANDBY CONTRACT; SFY 12/13- 13/14 EMERGENCY HIGHWAY AND BRIDGE REPAIRS 500,000 12/17/2012

580733 Exempt D2-P SIGNAL REPLACEMENT; SFY 13/14 TRAFFIC SIGNALS/DEVICES 900,000 4/11/2013


580735 Exempt A7-P SIGN REPLACEMENT; SFY 13/14 TRAFFIC SIGNS 750,000 6/13/2013

580737 Exempt C11-P LANDSCAPE ENVIRONMENTAL BLOCK; SFY 13/14 LANDSCAPE: Plantings, etc. 200,000 4/15/2013

580739 Exempt A15-P REST AREA MAINT; SFY 13/14 REST AREA/COMFORT STATION/INFORMATION CENTER: Maintenance 200,000 4/15/2013


580778 Exempt A19-P PMI-BRIDGE PAINTING; SFY 12/13 BRIDGE PAINTING 2,500,000 12/7/2012





580785 Exempt A19-P PMI-BRIDGE CLEANING; SFY 12/13 BRIDGE CLEANING 2,000,000 12/17/2012





580793 Exempt A11-P PAVT MARKINGS (LINE-B); SFY 15/16 PAVEMENT MARKINGS 1,100,000 11/13/2015


580797 Exempt C15-P STANDBY CONTRACT; SFY 16/17-17/18 EMERGENCY HIGHWAY AND BRIDGE REPAIRS: Corrective highway maintenance / no capacity work / regionwide 500,000 11/1/2016

A-3



580798 Exempt D2-P SIGNAL REPLACEMENT; SFY 14/15 TRAFFIC SIGNALS/DEVICES: Individual locations 900,000 4/14/2014

580799 Exempt D2-P SIGNAL REQUIREMENT; SFY 15/16 TRAFFIC SIGNALS/DEVICES: Individual locations 800,000 4/13/2015

580800 Exempt D2-P SIGNAL REQUIREMENT; SFY 16/17 TRAFFIC SIGNALS/DEVICES: Individual locations 1,000,000 4/13/2016


580802 Exempt A10-P DRAINAGE; SFY 15/16 DRAINAGE MAINTENANCE 938,000 6/15/2015


580804 Exempt A7-P SIGN REPLACEMENT; SFY 14/15 TRAFFIC SIGNS 750,000 6/10/2014

580805 Exempt A7-P SIGN REPLACEMENT; SFY 15/16 TRAFFIC SIGNS 1,500,000 6/10/2015






580827 Exempt C2-P ADA COMPLIANCE PROJECT; SFY 13/14 REHABILITATE PEDESTRIAN FACILITIES 1,500,000 6/21/2013

580828 Exempt C2-P ADA COMPLIANCE PROJECT; SFY 14/15 REHABILITATE PEDESTRIAN FACILITIES 1,800,000 6/20/2014

580829 Exempt C2-P ADA COMPLIANCE PROJECT; SFY 15/16 REHABILITATE PEDESTRIAN FACILITIES 900,000 4/16/2015


580844 Exempt A10-P MAINT. OPERATIONS FIRST BLOCK; SFY 11/12 ROUTINE MAINTENANCE: Not capacity work 190,000 6/8/2011

580845 Exempt A10-P MAINT. OPERATIONS FIRST BLOCK; SFY 12/13 ROUTINE MAINTENANCE: Not capacity work 3,450,000 6/8/2012









A-4



580915 Exempt D2-P SIGNAL REQUIREMENT; SFY 17/18 TRAFFIC SIGNALS/DEVICES: Individual locations 1,000,000 4/13/2017








580926 Exempty A7-P SIGN REPLACEMENT; SFY 18/19 TRAFFIC SIGNS 1,000,000 6/11/2018

580927 Exempt D2-P SIGNAL REQUIREMENT; SFY 18/19 TRAFFIC SIGNALS/DEVICES 1,000,000 4/13/2018

580928 Exempt A11 PAVT MARKINGS (LINE-B); SFY 18/19 PAVEMENT MARKINGS 1,100,000 11/15/2018



580950 Exempt A9-P GUIDERAIL REPLACEMENT SFY 14/15 GUIDERAIL REHABILITATION 477,000 4/10/2014

580951 Exempt A9-P GUIDERAIL REPLACEMENT SFY 15/16 GUIDERAIL REHABILITATION 500,000 4/10/2015p




580959 Exempt A2-P RETAINING WALL MAINTENANCE, SFY 14/15 RETAINING WALLS 200,000 4/15/2014





580966 Exempt C11-P MOWING/TREE MAINTENANCE, SFY 12/13 LANDSCAPE: Vegetation management 125,000 4/16/2012




A-5






580979 Exempt D1-P OPERATIONAL IMPROVEMENTS ; SFY 12/13

INTELLIGENT TRANSPORTATION SYSTEMS: Limited to three potential locations in Chautauqua County: Installation of two turn lanes at two locations in Town of Hanover, installation of turn lanes at one location on Rt. 60 in Fredonia. No linear work to add thru lanes. Could occur in any of the FFY block PINs 580979-580985

1,000,000 6/15/2012

580980 Exempt D1-P OPERATIONAL SYSTEMS IMPROVEMENTS SFY 15/16 INTELLIGENT TRANSPORTATION SYSTEMS: Scope to be determined 670,000 6/15/2015

580981 Exempt D1-P OPERATIONAL SYSTEMS IMPROVEMENTS, SFY 16/17 INTELLIGENT TRANSPORTATION SYSTEMS: Scope to be determined 800,000 6/15/2016

580982 Exempt D1-P OPERATIONAL SYSTEMS IMPROVEMENTS;SFY 17/18 INTELLIGENT TRANSPORTATION SYSTEMS: Scope to be determined 800,000 6/15/2017




580988 Exempt A7 P HELP PROGRAM I 290 SFY 14/15 & 15/16 FREEWAY INCIDENT MANAGEMENT: Respond to motorist needs during non-recurring 500 000 6/16/2014580988 Exempt A7-P HELP PROGRAM I-290 SFY 14/15 & 15/16 incidents - various locations 500,000 6/16/2014

580989 Exempt A7-P HELP PROGRAM EXPANSION SFY 16/17 & 17/18 FREEWAY INCIDENT MANAGEMENT: Respond to motorist needs during non-recurring incidents - various locations 500,000 6/15/2016

580993 Exempt A7-P HELP PROGRAM EXPANSION SFY 17/18 FREEWAY INCIDENT MANAGEMENT: Respond to motorist needs during non-recurring incidents - various locations 300,000 4/17/2017

580994 Exempt A7-P HELP PROGRAM EXPANSION SFY 18/19 FREEWAY INCIDENT MANAGEMENT: Respond to motorist needs during non-recurring incidents - various locations 300,000 4/16/2018

580995 Exempt C2-P BIKE/PED BLOCK PROJECT SFY 15/16 REHABILITATE BIKE FACILITIES 500,000 6/15/2015

580996 Exempt C2-P BIKE/PED BLOCK PROJECT, SFY 16/17 REHABILITATE PEDESTRIAN FACILITIES 500,000 6/15/2016


580998 Exempt C2-P BIKE/PED BLOCK PROJECT SFY 18/19 REHABILITATE PEDESTRIAN FACILITIES 300,000 6/15/2018





A-6



581005 Exempt A19-P RT 952P/STILLWATER CREEK BRIDGE REPLACEMENT BRIDGE REPLACEMENT: STRUCTURAL: In-kind capacity 1,000,000 6/15/2018

581036 Exempt A10-P RTS 20 & 5;LARGE CULVERT REPLACEMENTS; CHAUT CO;SFY 11/12 CULVERT REPLACEMENT/REPAIRS 1,194,000 12/1/2011

581037 Exempt A10-P RT 394;LARGE CULVERT REPLACEMENT CULVERT REPLACEMENT/REPAIRS 1,350,000 9/15/2011

581075 Exempt C2-P ADA COMPLIANCE ON SIDEWALK RAMPS SFY 19/20 REHABILITATE PEDESTRIAN FACILITIES 250,000 4/15/2019

581076 Exempt C2-P ADA COMPLIANCE ON SIDEWALK RAMPS SFY 20/21 REHABILITATE PEDESTRIAN FACILITIES 250,000 4/15/2020

581077 Exempt A10-P MAINTENANCE OPERATIONS FIRST BLOCK; SFY 19/20 SINGLE COURSE ASPHALT OVERLAY:OGS DLVD & VPP CONTRACTS 3,775,000 6/3/2019

581078 Exempt A10-P MAINTENANCE OPERATIONS FIRST BLOCK; SFY 20/21 SINGLE COURSE ASPHALT OVERLAY:OGS DLVD & VPP CONTRACTS 3,775,000 6/1/2020

581079 Exempt A10-P DRAINAGE BLOCK; SFY 19/20 DRAINAGE MAINTENANCE 4,300,000 4/15/2019

581080 Exempt A10-P DRAINAGE BLOCK; SFY 20/21 DRAINAGE MAINTENANCE 4,300,000 4/15/2020

581081 Exempt A9-P GUIDERAIL REPLACEMENT; SFY 19/20 GUIDERAIL REHABILITATION 500,000 4/15/2019

581082 Exempt A9-P GUIDERAIL REPLACEMENT; SFY 20/21 GUIDERAIL REHABILITATION 500,000 4/15/2020


581087 Exempt C11-P MOWING/TREE MAINTENANCE; SFY 19/20 LANDSCAPE: Vegetation Management 800,000 4/15/2019

581088 Exempt C11-P MOWING/TREE MAINTENANCE; SFY 20/21 LANDSCAPE: Vegetation Management 800,000 4/15/2020





581107 Exempt D1 OPERATIONAL SYSTEMS IMPROVEMENTS Intersection improvements at individual locations no specific locations identified at this time. 1,000,000 6/17/2013

581108 Exempt D1 OPERATIONAL SYSTEMS IMPROVEMENTS Intersection improvements at individual locations no specific locations identified at this time. 500,000 6/16/2014

581110 Exempt C2-P BIKE/PED SFY 13/14 NEW/IMPROVED PEDESTRIAN FACILITY 500,000 6/17/2013

581111 Exempt C2-P BIKE/PED SFY 14/15 NEW/IMPROVED PEDESTRIAN FACILITY 500,000 6/16/2014

581113 Exempt A19 BRIDGE JOC FOR SFY 11/12 AND SFY 12/13 AND 13/14 AND 14/15 BRIDGE DEMAND REPAIRS: Work performed in response to flagged condition reports or emergency situations, no capacity work 500,000 2/9/2012

A-7



581148 Exempt A19 PMI-BRIDGE CLEANING; CATTARAUGUS & CHAUTAUQUA COUNTIES;SFY11/12 BRIDGE CLEANING 700,000 12/1/2011

581150 Exempt A10 LARGE CULVERT BLOCK SFY 14/15 CULVERT REPLACEMENT/REPAIRS 1,000,000 6/16/2014

581151 Exempt A10 LARGE CULVERT BLOCK SFY 15/16 CULVERT REPLACEMENT/REPAIRS 1,000,000 6/15/2015

581159 Exempt C11 HIGHWAY JOC SFY 13/14, 14/15, 15/16 ROUTINE MAINTENANCE: Mowing of grass, sweeping pavement and shoulders, litter patrols 500,000 6/14/2013

581160 Exempt A19 BRIDGE JOC SFY 14/15, 15/16, 16/17 GENERAL BRIDGE REHABILITATION: In-kind capacity 500,000 8/20/2015

581161 Exempt A7 OVERHEAD SIGNS SFY 12/13 TRAFFIC SIGNS 400,000 6/29/2012



581177 Exempt A19 BRIDGE PAINTING SFY 12/13;CATTARAUGUS & CHAUTAUQUA COUNTIES BRIDGE PAINTING 1,250,000 1/26/2012

593331 Exempt A1 LINCOLN ST NORFOLK SOUTHERN RAIL ROAD CROSSING IMPROVEMENTS: Track crossing maintenance, circuitry improvements to meet modern standards. 0 5/15/2011

593333 Exempt A1 KING ST NORFOLK SOUTHERN RAIL ROAD CROSSING IMPROVEMENTS: Track crossing maintenance, circuitry improvements to meet modern standards. 0 5/15/2011

593338 Exempt A1 NEVINS RD NORFOLK SOUTHERN RAIL ROAD CROSSING IMPROVEMENTS: Track crossing maintenance, circuitry improvements to meet modern standards. 0 5/15/2011

RAIL ROAD CROSSING IMPROVEMENTS T k i i t i it593339 Exempt A1 TOWNSEND RD NORFOLK SOUTHERN RAIL ROAD CROSSING IMPROVEMENTS: Track crossing maintenance, circuitry improvements to meet modern standards. 0 5/15/2011

593419 Exempt A1 VARIOUS CROSSINGS - WNYPARR RAIL ROAD CROSSING IMPROVEMENTS: Track crossing maintenance, circuitry improvements to meet modern standards. 0 12/15/2012

593628 Exempt A1 NY & LAKE ERIE RR TRACK REHAB RAIL ROAD CROSSING IMPROVEMENTS: Track crossing maintenance, circuitry improvements to meet modern standards. 0 12/15/2011

593638 Exempt A1 CEMETERY RD; CSX RAIL ROAD CROSSING IMPROVEMENTS: Track crossing maintenance, circuitry improvements to meet modern standards. 0 6/15/2011

593639 Exempt A1 ALLEGHENY RD; CSX CHICAGO LINE RAIL ROAD CROSSING IMPROVEMENTS: Track crossing maintenance, circuitry improvements to meet modern standards. 0 6/15/2011

593641 Exempt A1 HANFORD RD; CSX CHICAGO LINE RAIL ROAD CROSSING IMPROVEMENTS: Track crossing maintenance, circuitry improvements to meet modern standards. 0 6/15/2011

593643 Exempt A1 CEMETERY RD; NS RAIL ROAD CROSSING IMPROVEMENTS: Track crossing maintenance, circuitry improvements to meet modern standards. 0 6/15/2011

593644 Exempt A1 MCKINLEY RD; CSX, CHICAGO LINE RAIL ROAD CROSSING IMPROVEMENTS: Track crossing maintenance, circuitry improvements to meet modern standards. 0 10/15/2011

593645 Exempt A1 PRATT RD; CSX CHICAGO LINE RAIL ROAD CROSSING IMPROVEMENTS: Track crossing maintenance, circuitry improvements to meet modern standards. 0 10/16/2011

A-8



593646 Exempt A1 WALKER RD; CSX CHICAGO LINE RAIL ROAD CROSSING IMPROVEMENTS: Track crossing maintenance, circuitry improvements to meet modern standards. 0 10/16/2011

593647 Exempt A1 VAN BUREN RD; CSX CHICAGO LINE RAIL ROAD CROSSING IMPROVEMENTS: Track crossing maintenance, circuitry improvements to meet modern standards. 0 10/16/2011

593648 Exempt A1 HANFORD RD; NORFOLK SOUTHERN RAIL ROAD CROSSING IMPROVEMENTS: Track crossing maintenance, circuitry improvements to meet modern standards. 0 8/15/2012

593652 Exempt A7 ACTIVE WARNING DEVICE UPGRADE; FFY 2011; NS TRAFFIC SIGNALS/DEVICES: Signal circuitry improvements to meet modern standards. 0 7/15/2012







593659 Exempt A1 ROBERTS RD; NORFOLK SOUTHERN RAIL ROAD CROSSING IMPROVEMENTS: Track crossing maintenance, circuitry improvements to meet modern standards. 0 10/16/2011

5T11BM Exempt A19 BRIDGE MAINTENANCE NON-LET SDF; SFY 11/12 BRIDGE MINOR MAINTENANCE 620,000 4/15/2011

5T12BM Exempt A19 BRIDGE MAINTENANCE NON-LET SDF; SFY 12/13 BRIDGE MINOR MAINTENANCE 620,000 4/15/2012

5T13BM Exempt A19 BRIDGE MAINTENANCE NON-LET SDF; SFY 13/14 BRIDGE MINOR MAINTENANCE 620,000 4/15/2013p ; ,

5T1435 Exempt A19-P PMI-BRIDGE MAINT LET; SFY 12/13 GENERAL BRIDGE REHABILITATION: In-kind capacity 5,000,000 6/15/2012

5T1453 Exempt A2 SAFETY BLOCK; SFY 12/13 ALIGNMENT WORK at individual locations 2,500,000 12/14/2012

5T1454 Exempt A2-P SAFETY BLOCK; SFY 13/14 ALIGNMENT WORK at individual locations 1,376,000 12/16/2013



5T1534 Exempt A10-P PMI-PAVT MAINT LET & VPP; SFY 13/14 SINGLE COURSE ASPHALT OVERLAY (D CONTRACT) 21,250,000 6/17/2013




5T1538 Exempt A19-P PMI-BRIDGE MAINT LET; SF 15/16 GENERAL BRIDGE REHABILITATION: In-kind capacity 5,000,000 6/15/2015

5T1539 Exempt A19-P PMI-BRIDGE MAINT LET; SF 16/17 GENERAL BRIDGE REHABILITATION: In-kind capacity 3,400,000 6/15/2016


A-9



5T1541 Exempt A19-P PMI-BRIDGE MAINT LET; SFY 17/18 GENERAL BRIDGE REHABILITATION 3,400,000 6/15/2017


5T1543 Exempt A19-P PMI-BRIDGE MAINT LET; SFY 18/19 GENERAL BRIDGE REHABILITATION 3,400,000 6/15/2018

5T1616 Exempt A19 STATE BRIDGE BLOCK; SFY 14/15 BRIDGE GENERAL REPAIRS: In-kind capacity 2,989,000 12/15/2014

5T1627 Exempt A2-P SAFETY BLOCK; SFY 14/15 ALIGNMENT WORK at individual locations 1,000,000 6/16/2014

5T1628 Exempt A2-P STP-SAFETY BLOCK; SFY 15/16 ALIGNMENT WORK at individual locations 2,000,000 6/15/2015




5T1653 Exempt A10-P INFRASTRUCTURE BLOCK MULTI COURSE OVERLAY (SIMPLIFIED D CONTRACT): Locally administered resurfacing projects with no capacity work 2,131,000 12/20/2012

5T1654 Exempt A10-P INFRASTRUCTURE BLOCK MULTI COURSE OVERLAY (SIMPLIFIED D CONTRACT): Locally administered resurfacing projects with no capacity work 6,327,000 4/18/2013

5V1021 Exempt A10 CRACK SEALING; CHAUTAUQUA COUNTY; SFY 10/11 CLEAN AND SEAL CRACKS 75,000 6/15/2011

5V1121 Exempt A10 VPP-CRACK SEALING; CHAUTAUQUA COUNTY SFY 11/12 CLEAN AND SEAL CRACKS 100,000 6/15/2011

5V1124 Exempt A10 VPP-NY RT 394; FALCONER EVL - GERRY LEVANT RD SINGLE COURSE ASPHALT OVERLAY 175,000 6/15/2011

5V1221 E t A10 VPP NY 394 CRESTWOOD DR TO LAKEWOOD WVL MICROSURFACING P t P ti 575 000 6/15/20125V1221 Exempt A10 VPP-NY 394; CRESTWOOD DR TO LAKEWOOD WVL MICROSURFACING: Pavement Preservation 575,000 6/15/2012

5V1222 Exempt A10 VPP-NY 62; RTE 60 TO FREWSBURG MICROSURFACING: Pavement Preservation 95,000 6/15/2012

5V1223 Exempt A10 VPP-US 20; RTE 394 TO WESTFIELD EVL MICROSURFACING: Pavement Preservation 100,000 6/15/2012

5V1224 Exempt A10 VPP-NY 83; BALCOMS CORNERS TO CHERRY CRK SURFACE TREATMENTS: Pavement Preservation 230,000 6/15/2012

5V1225 Exempt A10 VPP-NY 394; MAYVILLE NVL TO ELMWOOD AVE MICROSURFACING: Pavement Preservation 325,000 6/15/2012

5V1226 Exempt A10 VPP-NY 5; DUNKIRK ECL TO SILVER CREEK MICROSURFACING: Pavement Preservation 700,000 6/15/2012

5V1227 Exempt A10 VPP-NY 20; PA - RTE 394 MICROSURFACING: Pavement Preservation 615,000 6/15/2012

5V1228 Exempt A10 VPP-NY 474; PANAMA WVL TO RTE 394 SURFACE TREATMENTS: Pavement Preservation 750,000 6/15/2012

A-10

APPENDIX B

Chautauqua County On-Road Regional Emissions Analysis

APPENDIX B‐ JAMESTOWN, NY TRANSPORTATION / AIR QUALITY CONFORMITY DETERMINATIONChauatauqua County Regional Emissions Analysis ‐ Final September 26, 2011

Avg Speed DVMT EF ‐ VOC EF ‐ NOx EF ‐ CO EF PM25 EF PM10 SUM VOC SUM NOx SUM CO SUM PM25 SUM PM10

1 R_INT 55.7 1,133,555 0.41 1.61 10.27 0.033 0.051 464,758 1,825,024 11,641,612 37,407 57,8112 R_PA 53.0 503,039 0.34 0.67 12.06 0.018 0.034 171,033 337,036 6,066,648 9,055 17,1036 R_MNA na na 0.00 0.00 0.00 0.00 0.00 0 0 0 0 07 R_MJC 42.5 364,014 0.36 0.50 11.71 0.016 0.031 131,045 182,007 4,262,607 5,824 11,2848 R_MNC 36.0 152,801 0.37 0.48 11.33 0.016 0.031 56,537 73,345 1,731,240 2,445 4,7379 R_LCL 34.2 375,610 0.37 0.48 11.27 0.016 0.031 138,976 180,293 4,233,130 6,010 11,64411 U_INT 53.3 470,507 0.34 0.61 12.39 0.017 0.032 159,972 287,009 5,829,580 7,999 15,05612 U_EXP 50.7 446,902 0.35 0.59 12.22 0.017 0.032 156,416 263,672 5,461,138 7,597 14,30114 U_PA 31.6 468,003 0.38 0.44 11.50 0.015 0.030 177,841 205,921 5,382,034 7,020 14,04016 U_MNA 30.3 270,066 0.39 0.44 11.49 0.015 0.030 105,326 118,829 3,103,064 4,051 8,10217 U_MJC 24.0 193,744 0.42 0.42 11.76 0.014 0.028 81,373 81,373 2,278,431 2,712 5,42519 U_LCL 22.9 394,061 0.42 0.42 11.83 0.014 0.028 165,506 165,506 4,661,745 5,517 11,034

Chautauqua 2014 Total 4,772,304 2014 No‐Build Total g/day 1,808,782 3,720,015 54,651,230 95,637 170,538Non‐Exempt Projects Build Minus No‐Build Delta g/day ‐341 ‐224 ‐6,067 ‐10 ‐20

2014 Build Total g/day 1,808,441 3,719,791 54,645,163 95,627 170,518Build ≤ No‐Build Emissions Test Result Pass Pass na na na


1 R_INT 55.7 1,343,904 0.28 0.85 9.31 0.019 0.036 376,293 1,142,319 12,511,748 25,534 48,3812 R_PA 53.0 596,386 0.23 0.37 10.88 0.014 0.029 137,169 220,663 6,488,674 8,349 17,2956 R_MNA na na 0.00 0.00 0.00 0.00 0.00 0 0 0 0 07 R_MJC 42.5 388,880 0.24 0.28 10.56 0.013 0.028 93,331 108,886 4,106,573 5,055 10,8898 R_MNC 36.0 163,239 0.25 0.27 10.21 0.013 0.028 40,810 44,075 1,666,673 2,122 4,5719 R_LCL 34.2 401,268 0.25 0.27 10.16 0.013 0.028 100,317 108,342 4,076,886 5,216 11,23611 U_INT 53.3 502,647 0.23 0.33 11.20 0.013 0.028 115,609 165,874 5,629,648 6,534 14,07412 U_EXP 50.7 506,953 0.23 0.32 11.04 0.013 0.028 116,599 162,225 5,596,763 6,590 14,19514 U_PA 31.6 530,890 0.26 0.24 10.39 0.012 0.027 138,031 127,414 5,515,946 6,371 14,33416 U_MNA 30.3 306,356 0.27 0.24 10.38 0.012 0.027 82,716 73,525 3,179,976 3,676 8,27217 U_MJC 24.0 219,778 0.29 0.23 10.61 0.012 0.026 63,736 50,549 2,331,845 2,637 5,71419 U_LCL 22.9 447,012 0.29 0.24 10.67 0.012 0.026 129,634 107,283 4,769,623 5,364 11,622

Chautauqua 2020 Total 5,407,314 2020 No‐Build Total g/day 1,394,245 2,311,154 55,874,355 77,451 160,582Non‐Exempt Projects Build Minus No‐Build Delta g/day ‐271 ‐136 ‐5,944 ‐8 ‐19

2020 Build Total g/day 1,393,974 2,311,018 55,868,411 77,443 160,563Build ≤ No‐Build Emissions Test Result Pass Pass na na na

ANALYSIS YEAR ‐ 2020FC


B-1

APPENDIX B‐ JAMESTOWN, NY TRANSPORTATION / AIR QUALITY CONFORMITY DETERMINATIONChauatauqua County Regional Emissions Analysis ‐ Final September 26, 2011


1 R_INT 55.7 1,694,486 0.19 0.29 9.09 0.016 0.032 321,952 491,401 15,402,875 27,112 54,2242 R_PA 53.0 751,963 0.17 0.19 10.61 0.013 0.027 127,834 142,873 7,978,332 9,776 20,3036 R_MNA na na 0.00 0.00 0.00 0.00 0.00 0 0 0 0 07 R_MJC 42.5 430,323 0.19 0.16 10.29 0.012 0.027 81,761 68,852 4,428,023 5,164 11,6198 R_MNC 36.0 180,636 0.19 0.15 9.95 0.012 0.027 34,321 27,095 1,797,325 2,168 4,8779 R_LCL 34.2 444,031 0.19 0.15 9.90 0.012 0.027 84,366 66,605 4,395,911 5,328 11,98911 U_INT 53.3 556,214 0.17 0.18 10.93 0.012 0.027 94,556 100,119 6,079,420 6,675 15,01812 U_EXP 50.7 607,039 0.18 0.17 10.78 0.012 0.027 109,267 103,197 6,543,880 7,284 16,39014 U_PA 31.6 635,701 0.21 0.15 10.15 0.012 0.026 133,497 95,355 6,452,370 7,628 16,52816 U_MNA 30.3 366,839 0.21 0.15 10.15 0.012 0.026 77,036 55,026 3,723,414 4,402 9,53817 U_MJC 24.0 263,168 0.23 0.15 10.37 0.012 0.026 60,529 39,475 2,729,052 3,158 6,84219 U_LCL 22.9 535,264 0.23 0.16 10.43 0.012 0.026 123,111 85,642 5,582,808 6,423 13,917Chautauqua 2030 Subtotal 6,465,665 2030 No‐Build Total g/day 1,248,230 1,275,639 65,113,409 85,118 181,244

Non‐Exempt Projects Build Minus No‐Build Delta g/day ‐263 ‐135 ‐6,527 ‐9 ‐192030 Build Total g/day 1,247,967 1,275,504 65,106,882 85,109 181,225

Build ≤ No‐Build Emissions Test Result Pass Pass na na na


1 R_INT 55.7 1,869,776 0.18 0.23 9.08 0.015 0.031 336,560 430,049 16,977,570 28,047 57,9632 R_PA 53.0 829,752 0.17 0.17 10.61 0.012 0.027 141,058 141,058 8,803,672 9,957 22,4036 R_MNA na na 0.00 0.00 0.00 0.00 0.00 0 0 0 0 07 R_MJC 42.5 451,044 0.18 0.15 10.29 0.012 0.026 81,188 67,657 4,641,246 5,413 11,7278 R_MNC 36.0 189,334 0.19 0.14 9.96 0.012 0.026 35,973 26,507 1,885,765 2,272 4,9239 R_LCL 34.2 465,413 0.19 0.14 9.91 0.012 0.026 88,428 65,158 4,612,243 5,585 12,10111 U_INT 53.3 582,998 0.17 0.16 10.93 0.012 0.027 99,110 93,280 6,372,164 6,996 15,74112 U_EXP 50.7 657,082 0.17 0.16 10.78 0.012 0.027 111,704 105,133 7,083,343 7,885 17,74114 U_PA 31.6 688,107 0.20 0.14 10.16 0.012 0.026 137,621 96,335 6,991,170 8,257 17,89116 U_MNA 30.3 397,080 0.21 0.14 10.15 0.012 0.026 83,387 55,591 4,030,364 4,765 10,32417 U_MJC 24.0 284,863 0.23 0.15 10.37 0.012 0.026 65,518 42,729 2,954,029 3,418 7,40619 U_LCL 22.9 579,390 0.23 0.15 10.43 0.012 0.026 133,260 86,909 6,043,042 6,953 15,064Chautauqua 2035 Subtotal 6,994,840 2035 No‐Build Total g/day 1,313,808 1,210,405 70,394,607 89,547 193,285

Non‐Exempt Projects Build Minus No‐Build Delta g/day ‐262 ‐64 ‐6,856 ‐9 ‐202035 Build Total g/day 1,313,546 1,210,341 70,387,751 89,538 193,265

Build ≤ No‐Build Emissions Test Result Pass Pass na na na

FC


ANALYSIS YEAR ‐ 2035

B-2

APPENDIX B ‐ JAMETOWN, NY TRANSPORTATION / AIR QUALITY CONFORMITY DETERMINATIONPIN 575755 - Transportation Conformity Emissions Analysis for Millenium Parkway, Chautauqua County, NYFINAL 9/26/2011

Year 2014 No BuildLink FC Speed Length AADT DVMT EF - VOC EF - NOx EF - CO EF PM25 EF PM10 SUM VOC SUM NOx SUM CO SUM PM25 SUM PM10

Link 1a-2a Bennett Road/NY60 (I90 to City Line) 14 40 6,716 13,131 18,707 0.36 0.44 11.80 0.015 0.030 6,734 8,231 220,741 281 561Link 1b-2b Bennett Road NY60 (City Line to Talcott St) 14 25 845 13,131 2,354 0.41 0.45 11.62 0.015 0.030 965 1,059 27,350 35 71Link 2-3 NY60 (Talcott St to NY5) 14 25 3,181 9,475 6,393 0.41 0.45 11.62 0.015 0.030 2,621 2,877 74,290 96 192Link 3-4 NYS Route 5 (NY60 to Middle Road) 14 30 1,930 11,331 4,639 0.39 0.44 11.49 0.015 0.030 1,809 2,041 53,301 70 139Link 4-5 Middle Rd CR 82 (NY5 to Progress Dr) 16 25 4,274 2,863 2,595 0.41 0.45 11.62 0.015 0.030 1,064 1,168 30,156 39 78Link 2-6 Talcott St (NY60 to S Roberts Road) 17 25 2,813 2,556 1,525 0.41 0.41 11.69 0.014 0.028 625 625 17,831 21 43Link 5-7 Millenium Parkway 16 35 0 0 0 0.00 0.00 0.00 0.000 0.000 0 0 0 0 0Link 6-7 S. Roberts Rd (Talcott St - City Line) 16 25 1,027 4,950 1,078 0.41 0.45 11.62 0.015 0.030 442 485 12,530 16 32

20,786 57,438 37,292 2014 No Build Total g/day 14,261 16,487 436,200 558 1,116

Year 2014 BuildLink FC Speed Length AADT DVMT EF - VOC EF - NOx EF - CO EF PM25 EF PM10 SUM VOC SUM NOx SUM CO SUM PM25 SUM PM10

Link 1a-2a Bennett Road/NY60 (I90 to City Line) 14 40 6,716 13,131 18,707 0.36 0.44 11.80 0.015 0.030 6,734 8,231 220,741 281 561Link 1b-2b Bennett Road NY60 (City Line to Talcott St) 14 25 845 13,131 2,354 0.41 0.45 11.62 0.015 0.030 965 1,059 27,350 35 71Link 2-3 NY60 (Talcott St to NY5) 14 25 3,181 8,050 5,432 0.41 0.45 11.62 0.015 0.030 2,227 2,444 63,117 81 163Link 3-4 NYS Route 5 (NY60 to Middle Road) 14 30 1,930 9,906 4,056 0.39 0.44 11.49 0.015 0.030 1,582 1,784 46,598 61 122Link 4-5 Middle Rd CR 82 (NY5 to Progress Dr) 16 25 4,274 1,438 1,303 0.41 0.45 11.62 0.015 0.030 534 586 15,144 20 39Link 2-6 Talcott St (NY60 to S Roberts Road) 17 25 2,813 3,981 2,376 0.41 0.41 11.69 0.014 0.028 974 974 27,771 33 67Link 5-7 Millenium Parkway 16 35 3,476 1,425 1,051 0.37 0.43 11.51 0.015 0.030 389 452 12,094 16 32Link 6-7 S. Roberts Rd (Talcott St - City Line) 16 25 1,027 6,375 1,389 0.41 0.45 11.62 0.015 0.030 569 625 16,138 21 42

24,262 57,438 36,666 2014 Build Total g/day 13,975 16,156 428,952 548 1,0952014 NET PROJECT BUILD ‐ NO BUILD RESULT g/day -287 -331 -7,247 -10 -20


Link 1a-2a Bennett Road/NY60 (I90 to City Line) 14 40 6,716 14,075 20,051 0.24 0.24 10.67 0.012 0.027 4,812 4,812 213,948 241 541Link 1b-2b Bennett Road NY60 (City Line to Talcott St) 14 25 845 14,075 2,523 0.28 0.25 10.50 0.012 0.027 706 631 26,490 30 68Link 2-3 NY60 (Talcott St to NY5) 14 25 3,181 10,150 6,849 0.28 0.25 10.50 0.012 0.027 1,918 1,712 71,912 82 185Link 3-4 NYS Route 5 (NY60 to Middle Road) 14 30 1,930 11,975 4,902 0.27 0.24 10.38 0.012 0.027 1,324 1,177 50,888 59 132Link 4-5 Middle Rd CR 82 (NY5 to Progress Dr) 16 25 4,274 3,063 2,776 0.28 0.25 10.50 0.012 0.027 777 694 29,153 33 75Link 2-6 Talcott St (NY60 to S Roberts Road) 17 25 2,813 2,750 1,641 0.28 0.23 10.55 0.012 0.026 459 377 17,312 20 43Link 5-7 Millenium Parkway 16 35 0 0 0 0.00 0.00 0.00 0.000 0.000 0 0 0 0 0Link 6-7 S. Roberts Rd (Talcott St - City Line) 16 25 1,027 5,306 1,156 0.28 0.25 10.50 0.012 0.027 324 289 12,138 14 31



Link 1a-2a Bennett Road/NY60 (I90 to City Line) 14 40 6,716 14,075 20,051 0.24 0.24 10.67 0.012 0.027 4,812 4,812 213,948 241 541Link 1b-2b Bennett Road NY60 (City Line to Talcott St) 14 25 845 14,075 2,523 0.28 0.25 10.50 0.012 0.027 706 631 26,490 30 68Link 2-3 NY60 (Talcott St to NY5) 14 25 3,181 8,619 5,816 0.28 0.25 10.50 0.012 0.027 1,628 1,454 61,063 70 157Link 3-4 NYS Route 5 (NY60 to Middle Road) 14 30 1,930 10,444 4,276 0.27 0.24 10.38 0.012 0.027 1,154 1,026 44,381 51 115Link 4-5 Middle Rd CR 82 (NY5 to Progress Dr) 16 25 4,274 1,531 1,388 0.28 0.25 10.50 0.012 0.027 389 347 14,577 17 37Link 2-6 Talcott St (NY60 to S Roberts Road) 17 25 2,813 4,281 2,555 0.28 0.23 10.55 0.012 0.026 715 588 26,951 31 66Link 5-7 Millenium Parkway 16 35 3,476 1,531 1,129 0.25 0.24 10.40 0.012 0.027 282 271 11,742 14 30Link 6-7 S. Roberts Rd (Talcott St - City Line) 16 25 1,027 6,838 1,490 0.28 0.25 10.50 0.012 0.027 417 372 15,640 18 40


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APPENDIX BPIN 575755 - Transportation Conformity Emissions Analysis for Millenium Parkway, Chautauqua County, NYDRAFT 7/28/2011


Link 1a-2a Bennett Road/NY60 (I90 to City Line) 14 40 6,716 15,550 22,153 0.19 0.15 10.42 0.012 0.026 4,209 3,323 230,830 266 576Link 1b-2b Bennett Road NY60 (City Line to Talcott St) 14 25 845 15,550 2,787 0.23 0.16 10.26 0.012 0.026 641 446 28,597 33 72Link 2-3 NY60 (Talcott St to NY5) 14 25 3,181 11,219 7,570 0.23 0.16 10.26 0.012 0.026 1,741 1,211 77,668 91 197Link 3-4 NYS Route 5 (NY60 to Middle Road) 14 30 1,930 12,975 5,312 0.21 0.15 10.15 0.012 0.026 1,115 797 53,916 64 138Link 4-5 Middle Rd CR 82 (NY5 to Progress Dr) 16 25 4,274 3,381 3,065 0.23 0.16 10.26 0.012 0.026 705 490 31,452 37 80Link 2-6 Talcott St (NY60 to S Roberts Road) 17 25 2,813 3,031 1,809 0.22 0.15 10.31 0.012 0.026 398 271 18,648 22 47Link 5-7 Millenium Parkway 16 35 0 0 0 0.00 0.00 0.00 0.000 0.000 0 0 0 0 0Link 6-7 S. Roberts Rd (Talcott St - City Line) 16 25 1,027 5,856 1,276 0.23 0.16 10.26 0.012 0.026 293 204 13,089 15 33



Link 1a-2a Bennett Road/NY60 (I90 to City Line) 14 40 6,716 15,550 22,153 0.19 0.15 10.42 0.012 0.026 4,209 3,323 230,830 266 576Link 1b-2b Bennett Road NY60 (City Line to Talcott St) 14 25 845 15,550 2,787 0.23 0.16 10.26 0.012 0.026 641 446 28,597 33 72Link 2-3 NY60 (Talcott St to NY5) 14 25 3,181 9,525 6,427 0.23 0.16 10.26 0.012 0.026 1,478 1,028 65,942 77 167Link 3-4 NYS Route 5 (NY60 to Middle Road) 14 30 1,930 11,281 4,618 0.21 0.15 10.15 0.012 0.026 970 693 46,878 55 120Link 4-5 Middle Rd CR 82 (NY5 to Progress Dr) 16 25 4,274 1,688 1,530 0.23 0.16 10.26 0.012 0.026 352 245 15,697 18 40Link 2-6 Talcott St (NY60 to S Roberts Road) 17 25 2,813 4,725 2,819 0.22 0.15 10.31 0.012 0.026 620 423 29,068 34 73Link 5-7 Millenium Parkway 16 35 3,476 1,694 1,249 0.20 0.15 10.16 0.012 0.026 250 187 12,688 15 32Link 6-7 S. Roberts Rd (Talcott St - City Line) 16 25 1,027 7,550 1,645 0.23 0.16 10.26 0.012 0.026 378 263 16,875 20 43



Link 1a-2a Bennett Road/NY60 (I90 to City Line) 14 40 6,716 16,288 23,203 0.19 0.14 10.42 0.012 0.026 4,409 3,248 241,778 278 603Link 1b-2b Bennett Road NY60 (City Line to Talcott St) 14 25 845 16,288 2,919 0.22 0.15 10.26 0.012 0.026 642 438 29,953 35 76Link 2-3 NY60 (Talcott St to NY5) 14 25 3,181 11,753 7,931 0.22 0.15 10.26 0.012 0.026 1,745 1,190 81,367 95 206Link 3-4 NYS Route 5 (NY60 to Middle Road) 14 30 1,930 13,475 5,517 0.21 0.14 10.15 0.012 0.026 1,158 772 55,993 66 143Link 4-5 Middle Rd CR 82 (NY5 to Progress Dr) 16 25 4,274 3,541 3,210 0.22 0.15 10.26 0.012 0.026 706 481 32,934 39 83Link 2-6 Talcott St (NY60 to S Roberts Road) 17 25 2,813 3,172 1,893 0.22 0.15 10.31 0.012 0.026 416 284 19,513 23 49Link 5-7 Millenium Parkway 16 35 0 0 0 0.00 0.00 0.00 0.000 0.000 0 0 0 0 0Link 6-7 S. Roberts Rd (Talcott St - City Line) 16 25 1,027 6,131 1,336 0.22 0.15 10.26 0.012 0.026 294 200 13,704 16 35



Link 1a-2a Bennett Road/NY60 (I90 to City Line) 14 40 6,716 16,288 23,203 0.19 0.14 10.42 0.012 0.026 4,409 3,248 241,778 278 603Link 1b-2b Bennett Road NY60 (City Line to Talcott St) 14 25 845 16,288 2,919 0.22 0.15 10.26 0.012 0.026 642 438 29,953 35 76Link 2-3 NY60 (Talcott St to NY5) 14 25 3,181 9,978 6,733 0.22 0.15 10.26 0.012 0.026 1,481 1,010 69,079 81 175Link 3-4 NYS Route 5 (NY60 to Middle Road) 14 30 1,930 11,700 4,790 0.21 0.14 10.15 0.012 0.026 1,006 671 48,618 57 125Link 4-5 Middle Rd CR 82 (NY5 to Progress Dr) 16 25 4,274 1,766 1,601 0.22 0.15 10.26 0.012 0.026 352 240 16,423 19 42Link 2-6 Talcott St (NY60 to S Roberts Road) 17 25 2,813 4,947 2,952 0.22 0.15 10.31 0.012 0.026 649 443 30,433 35 77Link 5-7 Millenium Parkway 16 35 3,476 1,775 1,309 0.19 0.14 10.17 0.012 0.026 249 183 13,310 16 34Link 6-7 S. Roberts Rd (Talcott St - City Line) 16 25 1,027 7,906 1,722 0.22 0.15 10.26 0.012 0.026 379 258 17,671 21 45


Notes:Emission Factors - NYSDOT Emission Factor Look Up Program based on June 2008 MOBILE6.2 emission factor tablesTraffic Volume and Speed Estimates: Final Draft Design Report for Millenium Parkway, Chatauqua County Department of Public Works December 2010 Note: No speed change over time. Note: Per design report and discussion with project consultant, mesoscale analysis area is not congested, the project is not a capacity proejct, it is to provide safer and more efficient truck movement to distribution center in areaNote: Design Report peak hour volumes factored to daily volumn consistent with SIP assumptions for hourly VMT distribution, estimated volumes are consistent NYSDOT's most recent published traffic volume report data (2011)Seasonal adjustment factor = 1.12 for urban facilitiesFC = Roadway Functions Class: 14=Urban Principal Arterial 16=Urban Minior Arterial, 17=Urban CollectorUnits: Speed =avg miles/hour, Length=feet, AADT=Avg Annual Daily Traffic, DVMT=Daily vehicle miles traveled, adjusted for summer, EF=MOBILE6.2 emission factor in grams/mile

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APPENDIX B ‐ JAMETOWN, NY TRANSPORTATION / AIR QUALITY CONFORMITY DETERMINATIONPIN 503498 - Transportation Conformity Emissions Analysis for Rt. 5& 20 Bridge Replacement, Chautauqua County, NYFINAL 9/26/2011

ANALYSIS YEAR 2014 Avg Length DVMTLink FC Speed (miles) AADT (Summer) EF - VOC EF - NOx EF - CO EF PM25 EF PM10 SUM VOC SUM NOx SUM CO SUM PM25 SUM PM10

NY5 & US20 Overlap / Cattaragus Creek - NO BUILD 2 41.2 0.25 19,153 5,363 0.37 0.60 11.33 0.018 0.034 1,984 3,218 60,759 97 182NY5 & US20 Overlap / Cattaragus Creek - BUILD 2 45 0.25 19,153 5,363 0.36 0.62 11.55 0.018 0.034 1,931 3,325 61,939 97 182

2014 NET PROJECT BUILD ‐ NO BUILD RESULT g/day -54 107 1,180 0 0

ANALYSIS YEAR 2020 Avg Miles SummerLink FC Speed Length AADT DVMT EF - VOC EF - NOx EF - CO EF PM25 EF PM10 SUM VOC SUM NOx SUM CO SUM PM25 SUM PM10

NY5 & US20 Overlap / Cattaragus Creek - NO BUILD 2 41.2 0.25 19,708 5,518 0.25 0.33 10.22 0.014 0.029 1,380 1,821 56,396 77 160NY5 & US20 Overlap / Cattaragus Creek - BUILD 2 45 0.25 19,708 5,518 0.24 0.34 10.42 0.014 0.029 1,324 1,876 57,499 77 160



NY5 & US20 Overlap / Cattaragus Creek - NO BUILD 2 41.2 0.25 20,633 5,777 0.19 0.17 9.97 0.013 0.027 1,098 982 57,599 75 156NY5 & US20 Overlap / Cattaragus Creek - BUILD 2 45 0.25 20,633 5,777 0.18 0.17 10.16 0.013 0.027 1,040 982 58,697 75 156



NY5 & US20 Overlap / Cattaragus Creek - NO BUILD 2 41.2 0.25 21,096 5,907 0.19 0.15 9.97 0.012 0.027 1,122 886 58,891 71 159NY5 & US20 Overlap / Cattaragus Creek - BUILD 2 45 0.25 21,096 5,907 0.18 0.16 10.16 0.012 0.027 1,063 945 60,013 71 159


Notes:Emission Factors - NYSDOT Emission Factor Look Up Program based on June 2008 MOBILE6.2 emission factor tablesTraffic Volume and Speed Estimates: Draft Design Report for PIN 503498, NYSDOT Region 5 Note: No speed change over time based on good LOS A/B in Project Area. Based on observed volume distribution at NYSDOT traffic count station 520011, speeds are constant throughout day, 81% of observed speeds are between 40-50mphSeasonal adjustment factor = 1.12 for urban facilitiesPrevious proejct scope included additional travel lanes, new scope has one lane in each direction in build and no-build conditionPIN 503498 is now combined with close proximity PIN 503111 in Erie County to build roundabout at NY5 & US 20 split / intersection with NY Rt. 438 PIN 503111 is classified non exempt and modeled in GBNRTC conformity analysis, GBNRTC will take admin action to combine PIN 503498 and 503111This analysis appropriately only models the impact of PIN 503498/PIN 503111 in Chautauqua CountyFC = Roadway Functions Class: 02=Rural Principal ArterialUnits: Speed =avg miles/hour, Length=miles, AADT=Avg Annual Daily Traffic, DVMT=Daily vehicle miles traveled, adjusted for summer, EF=MOBILE6.2 emission factor in grams/mile

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APPENDIX C

Evidence of Public Notice

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C-2

Documents

Jamestown, New York 8-hour Ozone Non-Attainment Area … · 2015. 8. 27. · Jamestown, NY Transportation / Air Quality Conformity Determination September 26, 2011 1 Introduction