Appendix C Air Quality Conformity Process - oki.org · OKI 2030 Regional Transportation Plan 2004...

Appendix C

Air Quality Conformity

Process

AIR QUALITY CONFORMITY DETERMINATION FOR THE

CINCINNATI-HAMILTON MAINTENANCE AREA: OKI 2030 REGIONAL TRANSPORTATION PLAN

AND FY 2004-2007 TRANSPORTATION IMPROVEMENT PROGRAM

Table of Contents

Page I. Introduction C - 1 II. Conformity Criteria C - 2 III. Conformity Process C - 5 IV. Projects Included in the Transportation Network C - 11 V. Conformity Determination C - 20 VI. Interagency Consultation and Public Involvement C - 22 Table C-1. Off-Model Air Quality Benefits C - 10 Table C-2. Non-Exempt Projects C - 12 Table C-3. Quantitative Conformity Findings for Ozone-forming Emissions C - 20 Exhibit A. MOBILE6.2 Input/Output Files, Off-Model Calculations, and Air Quality Impact Summary

OKI 2030 Regional Transportation Plan 2004 Update C - 1

I. INTRODUCTION The Ohio-Kentucky-Indiana Regional Council of Governments (OKI) is the metropolitan planning organization (MPO) for the Greater Cincinnati/Northern Kentucky area responsible for transportation planning and air quality conformity. In June 2004, OKI adopted its update to the 2030 Regional Transportation Plan. OKI’s FY 2004-2007 Transportation Improvement Program (TIP) is a subset of the OKI 2030 Regional Transportation Plan. All TIP projects appear in the OKI 2030 Regional Transportation Plan.

This report documents that the OKI 2030 Regional Transportation Plan and OKI’s FY 2004-2007 Transportation Improvement Program is in conformance with the State Implementation Plans (SIPs) of Ohio and Kentucky, complies with the Clean Air Act, and the analysis is in accordance with federal Transportation Conformity Regulations, 40 CFR Parts 51 and 93. The analysis is also in accordance with other applicable federal and state requirements such as the Ohio State Transportation Conformity Rules, Ohio Administration Code Part 3745-101-01 through 20 and the Commonwealth of Kentucky’s Conformity of Transportation Plans, Programs and Projects: 401 KAR 50:066. Methodologies and results of the conformity determination are presented herein. This report documents the process used by OKI to make an air quality conformity assessment for the region's 2030 Regional Transportation Plan and FY 2004-2007 Transportation Improvement Program. Section II describes the applicable conformity criteria. Section III provides a description of OKI's conformity analysis process and discusses how that process was applied to assess the proposed projects. The development of emission estimates is also described in Section III. Section IV lists the projects included in the highway and transit networks. The finding of conformity is made in Section V. The interagency consultation and public participation process is discussed in Section VI.


II. CONFORMITY CRITERIA Pursuant to provisions of the CAAA of 1990, EPA designated a seven county area in the OKI region as a moderate nonattainment area for ozone under the one-hour ozone standard. The nonattainment area included Butler, Clermont, Hamilton and Warren Counties in Southwest Ohio, and Boone, Campbell and Kenton Counties in Northern Kentucky. OKI’s eighth county, Dearborn County, Indiana, has been designated unclassifiable/attainment and thus is not subject to the conformity requirements. Ozone is formed through chemical reactions induced when sunlight reacts with volatile organic compounds (VOCs; principally hydrocarbons) and nitrogen oxides (NOX). VOCs and NOX occur from incomplete combustion of fossil fuels. Transportation-related sources are a major contributor of these pollutants. Since heat speeds the reactions, ozone levels are typically highest during hot summer days. On July 5, 2000, the U.S. EPA determined that the Cincinnati-Hamilton area had attained the one-hour ozone National Ambient Air Quality Standard (NAAQS). The attainment determination was based on three years (1996-1998) of ambient air monitoring data that demonstrate that the area had attained the NAAQS. The area has continued to attain the standard through the most recent three-year period (1999-2002). The U.S. EPA also approved the Ohio and Kentucky ten-year Maintenance Plans as revisions to their respective State Implementation Plans (SIPs). The maintenance plans cover the ten-year time frame following the U.S. Environmental Protection Agency’s (EPA) decision in 2000 to redesignate the area to attainment of the one-hour ozone standard. In a September 2001 U.S. Circuit Court ruling, the region’s redesignated status of attainment was vacated; however, the maintenance plans for the region were unaffected. The Ohio counties of Butler, Clermont, Hamilton and Warren were once again categorized as a nonattainment area under the 1-hour ozone standard. The Kentucky counties of Boone, Campbell and Kenton counties had their attainment designation reinstated on July 31, 2002. This conformity analysis applies the same travel model and planning assumptions, except highway network amendments, as was used in the original 2030 Plan.

As required under the CAAA, motor vehicle emissions budgets were established in those Maintenance Plans. The emissions budget establishes a cap on emissions, which cannot be exceeded by predicted highway and transit vehicle emissions. In April 2003, the Northern Kentucky’s motor vehicle emissions budget was revised by DAQ. Ohio EPA revised the NOx emissions budget for southwest Ohio in April 2004. OKI identified a need for the revised budgets to accommodate recent improvements to OKI’s travel demand model, the implementation of the MOBILE6 model, and new information on population growth from Census 2000. The revision of the budgets is allowable because of an available safety margin. A safety margin is the difference between the attainment level of emissions (from all sources) and the projected level of emissions (from all sources) in the maintenance plan. The attainment level of


emissions is the level of emissions during one of the years in which area met the NAAQS. EPA’s Transportation Conformity Rule (40 CFR Part 93) requires transportation plans and programs to demonstrate consistency with the applicable State Implementation Plan's (SIP's) motor vehicle emissions budget for VOC and NOX by performing a regional emissions analysis. A regional emissions analysis uses quantitative and qualitative analysis to estimate the total transportation-related emissions of both VOC and NOX for certain future years, and may include the effects of any emission control programs which are already adopted or committed to in the submitted SIP. The mobile source budgets for the Kentucky portion of the area for the purposes of transportation conformity are 7.33 tons of VOC’s and 17.13 tons of NOx per summer day for the year 2010. The mobile source budgets for the Ohio portion of the area for the purposes of transportation conformity are 37.9 tons of VOC’s and 62.3 tons per summer day for the year 2010. OKI must demonstrate that mobile sources do not exceed these levels for analysis years 2010 and later. Through interagency consultation, OKI has selected 2010, 2020 and 2030 as the conformity analysis years for this update to the region’s TIP and plan. Plans and programs will be required to meet new interim conformity requirements of the 8-hour ozone standard beginning in June 2005. The interim conformity requirements will apply until SIP’s are revised with new budgets applicable to 8-hour ozone nonattainment areas. The revised SIP’s must be final by June 2007. Also in June 2005, the one-hour ozone standard will be revoked and the one-hour budget test will no longer apply. Prior to June 2005, this Plan will be amended to satisfy the 8-hour interim conformity requirements. Criteria and procedures required for demonstrating conformity of transportation plans and programs are specified in EPA's Transportation Conformity Regulations. The applicable conformity criteria and procedures are summarized below:

1. A determination should be made that the endorsed transportation plan and program will be consistent with the emissions budget in the submitted control strategy SIP or redesignation request.

2. An assurance should be given that no goals, directives, recommendations

or projects identified in the transportation plan and program contradict in a negative manner with any specific requirements or commitments of the applicable implementation plan.


3. Transportation plans and programs should provide for the expeditious implementation of transportation control measures in the applicable implementation plan.

3) Transportation plan and program conformity determinations will be based

on the most recent emissions estimates, which in turn are to be based on the most recent population, employment, travel, and congestion estimates as determined by the MPO or other authorized agency.

4) A determination should be made that the transportation plans and

programs do not increase the frequency and severity of existing violations of the national ambient air quality standards (NAAQS).


III. OKI’S CONFORMITY PROCESS The conformity analysis involves the use of the three TRANPLAN-based transportation networks developed for OKI’s 2001 conformity finding for the OKI 2030 Regional Transportation Plan and 2004-2007 Transportation Improvement Program. Each transportation network consists of separate highway and transit components. The three networks specifically developed for use in the conformity process represented the maintenance year (2010) condition, an interim year (2020) and the Regional Transportation Plan horizon year (2030). All regionally significant projects regardless of the funding source were evaluated for their impacts on air quality in the maintenance area.

• The 2010 transportation network includes all in-place facilities, ongoing travel demand management activities, all capacity-related projects in OKI’s 2004-2007 TIP and projects in OKI’s 2030 Regional Transportation Plan that are expected to be open to traffic before the year 2010.

• The 2020 transportation network includes the 2010 network plus all

projects in OKI’s 2030 Regional Transportation Plan that are expected to be open to traffic before the year 2020.

• The 2030 transportation network includes the 2020 network plus all

capacity-related projects in the OKI 2030 Regional Transportation Plan. Transportation system performance was estimated using the OKI Travel Demand Model Version 6.2. The OKI Travel Demand Model is composed of TRANPLAN programs and a series of Fortran programs written by OKI. It is a state of the practice model that uses the standard 4 phase sequential modeling approach of trip generation, distribution, modal choice and assignment. The model uses demographic and land use data and capacity and free-flow speed characteristics for each roadway segment in the network to produce a “loaded” highway network with forecasted traffic volumes with revised speeds based on specified speed/capacity relationships. Travel analysis zones are the basic geographic unit for estimating travel in the OKI model. The OKI region is subdivided into 1608 traffic analysis zones to permit detail as well as manageability. A variety of socioeconomic data items are used in the OKI transportation planning process. These data are used primarily to forecast future travel patterns by serving as independent variables in OKI trip generation equations. The following categories of planning data are utilized:

• Population (household and group quarter)


• Households • Household vehicles • Employment (by employment category and zone of work) • Labor force participation (by zone of residence) • Area type

The principal data requirements of the OKI travel demand forecasting model are population and employment. From these variables, other characteristics including households, labor force, and personal vehicles may be derived. OKI utilizes both base year (2000) and future year data (2010, 2020 and 2030) in the planning process. Base year planning data are maintained at the Traffic Analysis Zone (TAZ) level, and originate in the 2000 Census of Population and Housing. Future year data for each variable were projected through various methods. More detailed explanation of base year and future year data generation for each of the above-mentioned categories of planning data follows. Population Base Year Data: The base year population data is derived from the 2000 Census of Population and Housing. Although the Census Bureau conducts periodic estimates of population by governmental unit, the 2000 Census is the only source of population data available at the census block level. Utilizing ArcView GIS, base year population data at the zonal level for 2000 was derived from the area proportion allocation of block level population to TAZs. Future Year Data: As a tri-state regional planning agency, OKI uses county level projections as prepared by the respective state data centers (Ohio Department of Development Office of Strategic Research, Kentucky State Data Center and Indiana Business Research Center). Projections currently being utilized were released by the respective state data centers in 2003. Population projections at the zonal level are calculated based on expected future year changes in household size and applied to the projected zonal households. Households Base Year Data: As with population, household data for the base year originates with the 2000 Census of Population and Housing. Utilizing ArcView GIS, base year household data at the zonal level for 2000 was derived from the area proportion allocation of block level households to TAZs. Future Year Data: The preparation of household projections was accomplished by calculating the number of households for a projected county population using ratios of householders to total population by age specific cohorts derived from the 2000 Census for each analysis year.


Household Vehicles Base Year Data: The base year household vehicle data were obtained from the 2000 Census of Population and Housing. The 2000 Census is the only source of household vehicle data available at the block group level. Average vehicles per household were calculated for block groups then applied to the TAZs associated with each block group. Future Year Data: The 2010, 2020 and 2030 vehicles per household level was held at the 2000 level based on the fact that, since 2002, the number of vehicles per household exceeds the number of drivers per household. Labor Force Base Year Data: The OKI labor force is a function of the population as determined by a labor force participation ratio (the number of employed persons in the labor force per persons 16 and over). The most recent participation ratio was obtained from the 2000 Census at the census block group level and applied to the TAZs associated with each block group. Future Year Data: OKI future year labor force projections were based on projections of national labor force participation rates by age and sex cohorts from the U.S. Department of Labor, Bureau of Labor Statistics. These rates were then applied to the projected county age/sex cohort and disaggregated to the TAZ level. Employment Base Year Data: ES202 (unemployment coverage) data for 2000 was utilized as the primary tool to calculate employment at the zonal level. Individual business records containing physical location, number of employees and SIC code were geocoded through ArcView GIS and aggregated to the TAZ level. This data set was supplemented by other sources of data to complete the employment picture in the OKI region. Each zone’s employment was divided according to the SIC code into three classes (retail, office, industrial) based upon the potential for generating trips. Future Year Data: For future year employment projection, calculation was first made of the employment at the regional level. At the regional level, employment is a calculation of the region’s employed labor force minus workers who live in the region but commute out to work, plus workers who live outside the region but commute in to work. The regional total was disaggregated first to the county level based on historic trends and expected changes in the county’s share of the region’s employment and then to the TAZ level.


Area Type Base Year Data: Each TAZ is assigned an area type designation as CBD, Urban, Suburban or Rural based on population and employment density as determined from the 2000 Census. Future Year Data: Revisions to the zonal area type classifications are made once the population and employment projections are completed for the future analysis year to reflect changing population and employment densities. Model Calibration OKI’s Travel Demand Model 6.2 has been calibrated to observed traffic volumes for the model base year 2000. The modeling network encompasses the entire nonattainment area of Butler, Clermont, Hamilton and Warren Counties in Ohio, and the maintenance area Boone, Campbell and Kenton Counties in Kentucky. The modeling network also includes Greene, Miami and Montgomery counties in Ohio and Dearborn County, Indiana. A highway screenline analysis was used to validate model results to the observed conditions. The model is validated to replicate 2000 conditions. As part of the model validation, modeled traffic volumes matched well with traffic counts, with an overall x.xx percent error. OKI staff, as part of the model validation, reviewed VMT and congestion statistics. Results compared favorably with local knowledge of the system and congested locations. For the calibration, OKI used 3815 traffic counts collected through 2002 by the Ohio Department of Transportation (ODOT), The Kentucky Transportation Cabinet, many county and local governments, transportation engineering consultants, and OKI. These traffic counts cover 61 percent of the links in the OKI portion of the modeling network. The methodology provides consistency with past emission inventory and conformity analysis work performed by OKI.

Local Inputs and Post-Model Processing OKI incorporates a variety of sources of local data to both improve and confirm the accuracy of VMT, as well as other travel-related parameters. Free flow speeds used on the highway and transit networks are based on travel time studies performed locally. The OKI post-processing program, IMPACT, uses the loaded highway network to generate VMT by hour, VMT by speed distribution and VMT by facility type. These tables are then included as input into MOBILE6.2. Two separate sets of VMT tables are generated: one for the four Ohio counties and a second for the three Kentucky counties. The VMT by hour tables utilize hourly traffic distribution and directional split factors for different roadway types as developed by OKI. The main source of the data was the permanent traffic counting stations located throughout the OKI region for the


years of 1998-2002. This data was supplemented with data collected at coverage count stations (locations with counts taken on only one-two days). The stations were classified by area type: urban and rural, and functional classification: freeway, arterial and collector. Speeds representing various “loaded” conditions (with traffic volumes) are estimated using techniques from the 1997 Highway Capacity Manual. This permits the estimation of speeds as conditions vary from hour to hour on the different facility types throughout the region. The IMPACT program performs the appropriate summation by area and roadway type as well as regional totals. OKI has also developed seasonal conversion factors to adjust traffic volumes to summer conditions. The factors were derived from local data collected at permanent traffic counting stations during 1994-1997 utilizing the average daily traffic monthly conversion factors for June, July and August. Further information on OKI’s IMPACT program is documented in the report, “Travel Demand Model Summary Reporting and Impact Summary Reporting: OKI/MVRPC Travel Demand Model User’s Guide” , OKI 2003.

Emission Factor Model OKI’s conformity assessment utilized U.S.EPA’s emissions model MOBILE6.2 to develop emission factors for both VOCs and NOX. The MOBILE6.2 input file contains local parameters, developed through consultation with OEPA, for temperature, humidity, vehicle inspection and maintenance programs and fuel characteristics. The local parameters are combined with the VMT tables from the OKI Travel Demand Model to produce one set of emission factors measured in grams per mile for the appropriate calendar year (from 1952 to 2050). These emission factors are then multiplied by VMT. The methodologies incorporated into MOBILE6.2 for estimating emissions are based on methods and research conducted by U.S.EPA. OKI’s development of MOBILE6.2 input values were guided by the U.S.EPA’s document “Technical Guidance on the Use of MOBILE6 for Emission Inventory Preparation”, January 2002. MOBILE6.2 inputs and outputs for the OKI’s Ohio counties are included as Exhibit A. Off-Model Calculations Several transportation initiatives with significant air quality benefits have been identified in the OKI 2030 Regional Transportation Plan such as expansion of ARTIMIS, improved signalization, intersection improvements, new park-and-rides, new transit routes and transit centers, and the continuation of our OKI’s RIDESHARE program. Some of these initiatives, such as additional park-and-ride lots and new transit routes have been included in the travel demand model and their benefits have been accounted for. The benefits of the other projects are not well represented by the model. Where appropriate, off-model calculations of emission benefits have been conducted to properly evaluate the emission benefits of certain projects. Off-model projects include RIDESHARE, intersection improvements and truck idle reduction. These projects have received a


commitment for funding in the TIP through the federal Congestion Mitigation/Air Quality (CMAQ) funding program. It is anticipated that these projects will provide an air quality benefit throughout the duration of the OKI 2030 Regional Transportation Plan. Their air quality benefits were calculated using historical data provided by the project sponsors and best available planning assumptions. Details on off-model calculations are provided in Exhibit A. The projects and their associated VOC and NOx reductions are shown below in Table C-1.

Table C-1

Off-Model Air Quality Benefits Benefits in tons per day 2010 2020 2030OH VOC 0.30 0.13 0.13OH NOx 0.26 0.09 0.07KY VOC 0.11 0.06 0.05KY NOx 0.14 0.06 0.06


IV. PROJECTS INCLUDED IN THE TRANSPORTATION NETWORK The transportation plan includes a number of projects, which, due to their scope and regional significance, trigger the need for a new finding of conformity. Sections 93.126 and 93.127 of the Transportation Conformity Rule cite a number of project types, such as safety and maintenance projects that may be excluded from the regional emissions analysis required to determine conformity. Because of their nature, the “exempt” projects will not affect the outcome of the regional emissions analysis nor will they add substance to the analysis. The Transportation Plan highway projects listed in Table C-2 are considered “non-exempt” in regards to air quality and thus require conformity finding. OKI’s highway and transit networks include the existing transportation system plus all regionally significant projects regardless of funding source. Regionally significant project means a “non-exempt” transportation project that is on a facility that serves regional transportation needs.

Plan ID Location DescriptionFacilityPIDNon-Exempt Projects

Table C-2

Non-Exempt Projects in the 2010 Highway Network

KentuckyBoone

108 IR 275 At KY 212 including connections to KY 20 Airport Access Interchange Improvements8000.11IR 275 At KY 212 including connections to KY 20 Airport access interchange improvements8000.10KY 236 Intersection of KY 236 and KY 842 Construct a park-and-ride facility219.04KY 237 From I-275 north 3 miles toward KY 8 Reconstruct and widen152.00KY 237 KY 18 to US 42 Reconstruct and widen KY 18 to Pleasant

Valley - 5 lanes; Pleasant Valley to US 42 - 3 lanes

8001.00

120 KY 338 Hicks Pike to US 25 Add 3 lanes and improve I-75 interchange121 KY 536 KY 536 at I-71/75 Improve interchange117 KY 536 From US 42 to I-75 Widen to 3 lanes158.00

KY 1017 (Turfway Rd.)

US 25 to KY 717 (Thoroughbred Ave.) Widen to 5 lanes316.01

103 KY 1829 (Industrial Rd)

From US 42 in Boone County to KY 1303 in Kenton County

Widen roadway to five lanes106.00

US 25 KY 1829 to KY 338 Add 2 lanes351.00

CampbellNKU Loop Rd. AA Highway to I-275 Loop Rd. Construct a new connector (NKU Loop Rd.)8105.00

303 IR 471 I-471 at KY 8 Construct a new southbound off-ramp from I-471 to KY 8

8104.00

317 KY 8 Riviera Dr. to Hallam Ave. (Bellevue) Add 1 lane and improve intersection318 KY 9 From 11th St. to 4th St. Construct a new route with 4 through lanes8101.00324 KY 9 Southbound KY 9 to KY 709 Add right turn lane

KY 536 US 27 to KY 9 Extension of existing roadway352.00KY 547 AA Highway to KY 10 Reconstruction, add climbing lane156.00US 27 KY 154 to Parkside Dr. Widen to 5 lanes46.20US 27 Parkside Drive to 1.00 mile S of KY 10 Widen to 5 lanes46.10/ .1

KentonKY 16 From Hands Pike to the south intersection of Old

Taylor Mill Rd.Reconstruct and widen to 5 lanes344.21

KY 16 I-275 to south intersection of Old Taylor Mill Rd. Reconstruct and widen to 5 lanes344.11KY 17 From Pelley Road to KY 16 Widen to 5 lanes313.10

718 KY 536 Boone County Line to KY 17 Widen to 5 lanes162.00720 KY 1072 (new) KY 17 to KY 16 New 2-lane connector350.00

KY 1120 I-75 to the Licking River Reconstruct KY 1120 with 4 through lanes (Project amended with resolution 2002-44 on 11/14/02

273.00

KY 1303 Autumn Rd. to Richardson Rd. Widen to 5 lanes71.03

OhioButler

212 Bobmeyer Rd. Bobmeyer Rd. to Bypass SR4 Extend Bobmeyer Rd. to Bypass SR4263 SR 4 Bypass

(Phase III)SR 4 to Symmes Rd. Widening

206 SR 4 Bypass (Phase I)

Symmes Rd. and Tylersville Rd. Widening

207 SR 4 Bypass (Phase II)

Tylersville Rd. to SR 129 Widening

264 SR 4 Bypass (Phase IV)

SR 129 to SR 4 Widening

CR 19 (Cincinnati-Dayton Rd)

Curb, gutter and storm sewer from SR129 to Princeton Rd., paved shoulder from Princeton to Millikin.

Widen existing road from 2 lanes to 3 lanes (PIDs 18961 and 21063 combined into PID 18961)

18961

CR 113 Bridge over Great Miami River, 0.81 to 1.01 miles north of SR4

Liberty-Fairfield Rd. bridge replacement; add 2 lanes

14114

Table C-2, Page 1 of 7


Table C-2

Non-Exempt Projects in the 2010 Highway NetworkSR 63 Extension US 127 Eastward to existing SR 63 at SR4 New 2-lane facility20499

202 SR 129 Interchange of I-75 with SR 129 Completion of SR 1-75/SR 129 interchange and extension of Cox Rd from Hamilton Mason Rd to interchan

75971

SR 747 .75 miles S of Smith Rd. to Tylersville Rd.; 1.1 miles N of Port Union

Reconstruct & widen to 5 lanes; bridge replacement(Combination of PIDs 14919 & 21740)

24091

250 SR 747 Princeton Rd. to SR 4 System modifications223 SR 747 Between Tylersville Rd. and SR 129 in West

Chester and Liberty TownshipsWiden SR 747 from 2 lanes to 4 lanes75899

US 27 From Merry Day Dr./Melanee Lane to the Oxford corporate line

Widening US 27 including the addition of a center turn lane, sidewalks, street lighting & signals

77099

220 US 27 l.98 miles S of Oxford NWCL to .88 miles south of Oxford NWCL.

Widen to 3 lanes; adding center turn lane; curb & gutter; sidewalks; lighting; signal improvement

24440

Clermont403 Aicholtz Rd. Eastgate Blvd. to Glen Este-Withamsville Widen to 5 lanes

IR 275 0.9 miles S of SR 125 to Cler./Ham. Co. line; from Cler./Ham. Co. line to 0.16 miles S of 5-Mile Rd.

Add lane to I-275 and rehabilitate existing pavement; plans completed under PID 10914

25523

415 IR 275 Approximately 0.25 miles N of SR 32 to 0.25 miles S of SR 32

Reconstruct the interchange of IR275/SR 32 to accommodate 20 year projected traffic.

76289

SR 28 1.56 E of I-275 to 1.98 W of SR 48 Widen to 5 lanes7948412 SR 125 SR 125 and Amelia-Olive Branch Rd. Intersection Improvement/park-and-ride

construction75303

413 SR 125 SR 132 to SR 222 Widen SR 125: install two-way left turn lanes between SR 132 and SR 222, inst

21145

SR 131 1.63 miles E of Milford corp. line, upgrade signal at Wolfpen-Pleasant Hill Rd.

Two-way left turn lanes7606

Hamilton613 New Haven Rd. Over I-74 New Haven Rd. bridge replacement &

expansionNP

Queen City Ave. (CR619)

White to Sunset Ave. Roadway realignment (LPA)4909

611 IR 74 Overlap section of I-74 and I-275 from 0.12 miles W of I-275 to eastern I-74/I-275 interchange

Rehabilitate and add 1 eastbound and 1 westbound lane in the median of I-74

25354

IR 75 From 0.1 miles S of Paddock Rd. to 0.08 miles N of Kemper Rd.

Study the corridor for access improvements. Work includes major rehabilitation of pavement.

76256

636 IR 75 Interchanges at Hopple, I-74, and Mitchell Ave. Upgrade interchanges639 IR 75 Paddock Rd. to Kemper Rd. Four continuous lanes each direction with an

auxiliary lane where warranted, upgrade interchanges

637 IR 75 Lockland and Lincoln Heights interchanges System modifications - improve interchangesIR 75 From 0.1 mile N of Harrison Ave. to 0.1 miles S of

Paddock Rd.Study the corridor for access improvements. Work includes major rehabilitation of pavement.

76257

IR 275 At Reed Hartman Highway (See PID 23839) Upgrade Interchange (ROW phase)20128618 IR 275 SR 4 to US 42 Reconstruct and rehabilate including 28

bridges and widen to 4 lanes in each direction.SR 125 Vicinity of Beechmont Mall Construct park-and-ride lot75109

845 US 22 From .18 miles south to 2.72 miles north of Ham./War. County line- Fields Ertel to Foster Viaduct

Widen to 5 lanes to increase capacity and improve safety

75879

625 US 22 From 0.30 miles N of I-275 to 1.41 miles N of I-275 (Cornell to Kemper).

Widen to 5 lanes to increase capacity and improve safety

25065

695 US 22/SR 3 Weller Rd. to Old 3C Highway Widen to 5 lanes625 US 22 .03 miles S of Montgomery corp. line to .30 miles N

of I-275 (Weller to Cornell)Widen to 5 lanes to increase capacity and improve safety

75882

693 US 22 I-71 to SR 126 Improve signal timing



Table C-2

Non-Exempt Projects in the 2010 Highway Network625 US 22 1.41 miles N of I-275 to .18 miles S of the

Hamilton/Warren Co. line (Kemper to Fields-Ertel)Widen to 5 lanes to increase capacity and improve safety

75880

US 127 I-275 to 0.07 Miles S of Waycross Rd. Widen to 4 lanes8347

WarrenCR 19 North of SR 122 to SR 73 Widen Dixie Highway to 4 lanesNPIR 75 3.40 miles N of the Butler Co. line to the

Montgomery Co. lineMajor rehabilitation of existing pavement, raise bridges,add median lanes. Upgrade SR 122 interchan

10754

811 SR 122 Grand Ave. to I-75 Widening



Table C-2


KentuckyBoone

110 KY 18 At I-71/75 interchange Interchange improvements115 US 42/US 127 At I-71/75 interchange Interchange improvements

Campbell302 IR 471 SB ramp from I-471 SB to I-275 WB Add 1 lane

Kenton727 Madison/Scott/Gre

enup3rd St. to 26th St. Improve traffic operations

726 Madison/James/Decoursey

26th St. to Grand Ave. Improve traffic operations

721 IR 71/75 Buttermilk Pike interchange Auxiliary lane extension and interchange improvements

704 IR 75 KY 1072 to Brent Spence Bridge Add 2 lanes702 IR 75 Brent Spence Bridge over Ohio River Replace with new 10-lane bridge714 KY 8 4th St. Main St. to I-75 Modify alignment; add approach lane to I-75712 KY 371 Avon Dr. to Anderson Add 2 lanes722 KY 1072 at I-71/75 interchange Local improvements and interchange

improvements707 KY 1303 KY 536 to Richardson Add 1 lane & bike lanes706 KY 1303 Dudley to US 25 Add bike lanes & add 2 lanes north of I-275

OhioButler

203 Beckett Rd. Union Ctr. Blvd. to Smith Rd. Improve vertical and horizontal alignment; add bike path

204 Cox Rd. Extension Hamilton-Mason Rd. to SR 63 New 5-lane facility251 Tylersville Rd. Bypass SR 4 to Seward Rd. Widen to 5 lanes233 Hamilton Mason

Rd.Cincinnati-Dayton Rd. to Butler-Warren Rd. Widen to 4 lanes

252 Union Centre Blvd. At I-75 and Mulhauser Rd. Additional lane at ramps259 Tylersville Rd. SR 747 to I-75 Build 3-lane section making vertical and

horizontal improvements237 IR 75 Tylersville Rd. interchange Access modifications - interchange

improvement249 SR 747 SR 129 to Princeton Road Widen to 5 lanes

Clermont402 Aicholtz Rd. Glen Este-Withamsville Rd. to Bach-Buxton Rd. New 5-lane roadway407 Eastgate Blvd. Extended from Clough to Aicholtz New 4-lane facility401 New Bach-Buxton Rd. to Stonelick-Olive Branch Rd. at

SR 32New 3-lane connector and ramp improvements

406 SR 32 Hamilton Co. line to Old SR 74 Replace interchange at I-275; add 2 lanes each direction

Hamilton 655 Red Bank Rd. US 50 to I-71 Add 2 lanes657 Rail and Bus Eastern Corridor Oasis Line Diesel Unit rail and enhanced bus service629 Harrison Avenue I-74 West off ramp to Race Rd. Closed loop signal system633 IR 75 Interchange at Towne St. Access modifications - interchange

improvement638 IR 75 Interchange at Sharon Rd. Access modifications - interchange

improvement634 IR 75 Interchange at SR 4 Access modifications - interchange


improvement



Table C-2

Non-Exempt Projects in the 2020 Highway Network643 IR 75 Approaches to Brent Spence Bridge Reconfiguration of Ohio approaches to Brent

Spence Bridge642 IR 75 Interchange at I-275 Access modifications - interchange

improvement645 IR 75 Ohio River to Hamilton/Butler Line(excludes #639) Four continuous lanes each direction with an

auxiliary lane where warranted

Warren809 IR 75 Interchange at SR 123 Access modifications - interchange


improvement808 IR 75 Interchange with SR 63 Upgrade interchange814 SR 741 Columbia to US42 System and access modifications - road

improvements



Table C-2


KentuckyBoone

101 New KY 236 to KY 18 Connector New 4-lane roadway102 US 42 I-75 to KY 842 Add 2 lanes

Kenton710 IR 275 I-75 to AA Highway Add 2 lanes713 KY 8 4th St. Bridge over Licking River Add 3 lanes709 KY 17 Latonia Ave. to 26th St. Reconstruct and add 1 lane703 KY 1501 KY 16 to KY 17 New 3-lane facility S of existing KY 1501

OhioButler

219 Gilmore Ave. SR-4 to Boehme Dr. Add 2 lanes218 Union Centre Blvd. Beckett Rd. to Lakota West Dr. Add 2 lanes230 Cincinnati-Dayton

Rd.West Chester Rd. to I-75 Widen to 3 lanes

245 SR 4 Seward Rd. to Commercial Dr. Access management246 SR 73 Wayne Madison Rd. E 0.75 miles Widen213 SR 122 Bridge over Great Miami R.,Trenton-Franklin Rd to

Carmody Blvd.Add 1 lane

217 SR 747 Hamilton Co. line to 0.75 mi S. of Smith Rd. Add turn lanes and widen to five lanes; upgrade signals south of Tylersville. See 24091 and 75899

256 US 27 Millville to Oxford Widen to 3 lanes255 US 27 Ross to Millville Widen to four lanes257 US 27F South of Oxford New 2-lane US 27 parkway connectors east

and west254 US 27 Millville area Realignment; includes SR 129 realignment265 US 42 Fields Ertel Rd. to Cox Rd. Add center turn lane and access modification

Clermont405 Business 28 SR 28 Bypass E Junct. to SR 28 Bypass W Junct. Widen to 5 lanes with curb and gutter and

sidewalks404 Old SR 74 SR 32 Mt.Carmel to SR 32 Willowville Add 1 lane430 SR 28 W of Deerfield to SR 132 Add 1 lane432 SR 28 US 50 to I-275 Add 1 lane EB

Hamilton664 Spring Grove Ave.

and Central Pkwy.Spring Grove Ave. and Central Parkway System modifications - access management

and signal priority608 Dry Fork Rd. I-74 to West Rd. (Harrison) Add 2 lanes698 Western Hills

ViaductWestern Hills Viaduct Access modification

644 Newtown Rd. US 50 to SR 32 Add 1 lane678 Dry Fork Rd.

ExtensionSimonson Rd. to Harrison Ave. New 2-lane extension

658 Ridge Rd. Highland to Woodford Rd. Add 1 lane614 Reading Rd. Clinton Springs to Paddock Add 1 lane666 Springdale traffic

signal system upgrade

City of Springdale Replace and expand signals/ ITS

627 East Crescentville Rd.

SR747 to Cincinnati-Dayton Rd. Widen to 3 lanes with new residential frontage road.

682 Ridge Rd. I-71 to Highland Add 2 lanes632 IR 71 Interchange at I-275 Eliminate a loop ramp at I-275



Table C-2

Non-Exempt Projects in the 2030 Highway Network631 IR 71 I-471 to Reading Rd. Restrict I-471 NB from Reading Rd. exit;

evaluate freeway mgmt system,eliminate left entrance/exits.

692 IR 71 Martin Luther King Blvd. New interchange630 IR 275/Mosteller

Rd.In vicinity of Mosteller and I-275 Improve intersection

622 IR 275 US 52 to Clermont Co. line Add 2 lanes672 SR 4 SR 4 (Hamilton County) Access modification - road improvements669 SR 32 relocated US 50 to Eight Mile Rd. New 4-lane facility



The 2010, 2020 and 2030 transit networks contain all current fixed route service as provided by the Southwest Ohio Regional Transit Authority (Metro), the Transit Authority of Northern Kentucky (TANK) and the Middletown Transit System. Non-exempt additions to current transit service are described below: The 2010 transit network includes the current service plus:

• Walton/Union Park-and-Ride • KY 236/KY 842 Park-and-Ride

The 2020 and 2030 transit networks include the 2010 transit network plus:

• Recommended Transit Hubs and Park-and-Ride Lots • Eastern Corridor commuter rail on Oasis Line • Central Area Loop Street Car System • Bus service additions based on SORTA’s “MetroMoves” Plan

-Service between Western Hills and Kenwood -Service between Northgate and Kenwood -Service between Western Hills and Forest Park -Service between Western Hills and Madisonville -Service between Beechmont and Tri-County via I-275 -Service along Reading Road to Sharonville


V. CONFORMITY DETERMINATION OKI has determined that the recommended projects in this OKI 2030 Regional Transportation Plan and FY 2004-2007 TIP are consistent with the air quality goals of the one-hour ozone maintenance plans of Ohio and Kentucky. Table 5 shows OKI’s quantitative conformity findings for ozone-forming emissions of volatile organic compounds (VOC) and oxides of nitrogen (NOx).

Table C-3 Quantitative Conformity Findings for Ozone-forming Emissions

(Tons per day)

2010 2020 2030 Ohio VOC Budget 37.9 37.9 37.9 Ohio VOC Emissions 32.0 18.4 16.9 Ohio NOx Budget 62.3 62.3 62.3 Ohio NOx Emissions 61.0 21.9 13.9 Kentucky VOC Budget 7.33 7.33 7.33 Kentucky VOC Emissions 6.84 4.77 4.71 Kentucky NOx Budget 17.13 17.13 17.13 Kentucky NOx Emissions 17.08 7.72 5.94

• VOC and NOx emissions in the Ohio counties of the maintenance area do

not exceed the budget for 2010, which is the last year of the maintenance plan.

• VOC and NOx emissions in the Ohio counties of the maintenance area do not exceed the maintenance plan’s budget for the analysis years beyond 2010.

• OKI qualitatively finds no factors in this 2030 Regional Transportation Plan or FY 2004-2007 TIP that would cause or contribute to a new violation or exacerbate an existing violation in the years before 2010 for the Ohio counties of the maintenance area.

• VOC and NOx emissions in the Kentucky counties of the maintenance area do not exceed the budget for 2010, which is the last year of the maintenance plan.

• VOC and NOx emissions in the Kentucky counties of the maintenance area do not exceed the maintenance plan’s budget for the analysis years beyond 2010.


• OKI qualitatively finds no factors in the 2030 Regional Transportation Plan or FY 2004-2007 TIP that would cause or contribute to a new violation or exacerbate an existing violation in the years before 2010 for the Kentucky counties of the maintenance area.

• OKI qualitatively finds that no goals, directives, recommendations or projects identified in the 2030 Regional Transportation Plan or FY 2004-2007 TIP contradict in a negative manner any specific requirements or commitments of the applicable state implementation plans.

• The applicable state implementation plans do not contain any transportation control measures (TCM’s), therefore, nothing in the 2030 Regional Transportation Plan or FY 2004-2007 TIP can interfere with their timely implementation.


VI. INTERAGENCY CONSULTATION AND PUBLIC INVOLVEMENT OKI has engaged in consultation procedures with the Ohio Department of Transportation, the Ohio Environmental Protection Agency, the Kentucky Transportation Cabinet, the Kentucky Division of Air Quality, the U.S. Environmental Protection Agency, and the U.S. Department of Transportation before making this conformity determination and throughout the conformity process as appropriate. This interagency consultation process was undertaken for the purpose of selecting appropriate conformity analysis years, evaluating OKI’s travel demand model and the planning assumptions used in the regional conformity analysis, and determining “regionally significant” and “non-exempt” projects. The Draft OKI Regional Transportation Plan was made available for public review and comment beginning April 12, 2004. Seven public meetings were held as follows: April 12, 2004 in Independence, KY April 13, 2004 in Lebanon, OH April 14, 2004 in Newport, KY April 15, 2004 in Fairfield, OH April 26, 2004 in Union Twp, OH April 27, 2004 in Cincinnati, OH April 28, 2004 in Union, KY The public hearing took place on May 10, 2004 at the OKI offices. Details of the comments received can be found in the public involvement report. Announcement notices of the public meetings, the comment period and the public hearing were published in several local newspapers. The public review period and pubic hearing were held prior to the scheduled final review by OKI’s Intermodal Coordinating Committee on June 8, 2004 and scheduled final action by the OKI Executive Committee on June 10, 2004.

OKI 2030 Regional Transportation Plan 2004 Update Appendix C Exhibit A - 1

Appendix C – Exhibit A

MOBILE6.2 Input/Output Files, Off-Model Calculations and Air Quality Impact

Summary


VMT By Hour (all analysis years) VMT BY HOUR – Filenames KYHVMT.D and OHHVMT.D 0.0478 0.0719 0.0796 0.0666 0.0563 0.0532 0.0545 0.0543 0.0515 0.0523 0.0560 0.0565 0.0504 0.0377 0.0266 0.0209 0.0197 0.0171 0.0142 0.0156 0.0188 0.0224 0.0251 0.0310

2010 MOBILE6.2 Input File (EM62KY) * Mobile6 file for Boone, Campbell and Kenton counties *post 1999 analysis years *created 8/7/03,ajr ************************ Header Section ***************** MOBILE6 INPUT FILE : POLLUTANTS : HC NOx CO REPORT FILE : KY.RPT DATABASE OUTPUT : WITH FIELDNAMES : DATABASE EMISSIONS : 2211 1111 DAILY OUTPUT : EMISSIONS TABLE : kyemdata.tb1 RUN DATA ************************ Run Section ******************* > post 1999, KY counties of Boone, Campbell and Kenton REG DIST : KYREG.D VMT BY HOUR : KYHVMT.D SPEED VMT : KYSVMT.D VMT BY FACILITY : KYFVMT.D FUEL RVP : 7.8 EXPRESS HC AS VOC : I/M PROGRAM : 1 1999 2050 2 T/O IDLE I/M MODEL YEARS : 1 1968 2050 I/M VEHICLES : 1 22222 22211111 1 I/M STRINGENCY : 1 20.0 I/M COMPLIANCE : 1 99.0 I/M WAIVER RATES : 1 18.0 10.0 I/M PROGRAM : 2 1999 2050 2 T/O FP & GC I/M MODEL YEARS : 2 1981 2050 I/M VEHICLES : 2 22222 11111111 1 I/M STRINGENCY : 2 20.0


I/M COMPLIANCE : 2 99.0 I/M WAIVER RATES : 2 18.0 10.0 FUEL PROGRAM : 2 N STAGE II REFUELING : 99 2 86. 86. ANTI-TAMP PROGR : 99 75 50 22222 22211111 1 12 099. 22222222 EXPAND BUS EFS : MIN/MAX TEMP : 66.0 89.0 ABSOLUTE HUMIDITY : 75.0 ********************* Scenario Section **************** *SCENARIO RECORD : KY EMISSIONS - CY20xx *CALENDAR YEAR : 2010 *EVALUATION MONTH : 7 *MIN/MAX TEMP : 66.0 89.0 *ABSOLUTE HUMIDITY : 75.0 *SEASON : 1 *********************************** END OF RUN ***************** END OF RUN

2010 MOBILE6.2 Input File (EM62OH) * Mobile6 file for Butler, Clermont, Hamilton and Warren counties, post 2003 * OBD program initiated on 1/5/04 * created 01/12/04, ajr ******************* Header Section ************************ MOBILE6 INPUT FILE : POLLUTANTS : HC NOx CO REPORT FILE : oh.rpt DATABASE OUTPUT : WITH FIELDNAMES : DATABASE EMISSIONS : 2211 1111 DAILY OUTPUT : EMISSIONS TABLE : ohemiss.tb1 RUN DATA ******************* Run Section *************************** VMT BY HOUR : OHHVMT.D SPEED VMT : OHSVMT.D VMT BY FACILITY : OHFVMT.D REG DIST : OHREG.D FUEL RVP : 9.0


EXPRESS HC AS VOC : * ANTI-TAMPERING PROGRAM ANTI-TAMP PROG : 96 82 50 22222 21111111 1 12 096. 12111112 * I/M PROGRAM(S) * OBD I/M PROGRAM : 1 2004 2050 2 T/O OBD I/M I/M MODEL YEARS : 1 1996 2050 I/M VEHICLES : 1 22222 21111111 1 I/M STRINGENCY : 1 27.0 I/M COMPLIANCE : 1 96.0 I/M WAIVER RATES : 1 10 10 I/M GRACE PERIOD : 1 2 * EVAP OBD with no post '07 HDGV I/M PROGRAM : 2 2004 2050 2 T/O EVAP OBD & GC I/M MODEL YEARS : 2 1996 2007 I/M VEHICLES : 2 22222 11111111 1 I/M COMPLIANCE : 2 96.0 I/M WAIVER RATES : 2 10 10 I/M EXEMPTION AGE : 2 25 I/M GRACE PERIOD : 2 2 * EVAP OBD with post '07 HDGV I/M PROGRAM : 3 2004 2050 2 T/O EVAP OBD & GC I/M MODEL YEARS : 3 2008 2050 I/M VEHICLES : 3 22222 21111111 1 I/M COMPLIANCE : 3 96.0 I/M WAIVER RATES : 3 10 10 I/M EXEMPTION AGE : 3 25 I/M GRACE PERIOD : 3 2 * ASM 2525 I/M PROGRAM : 4 2001 2050 2 T/O ASM 2525 PHASE-IN I/M MODEL YEARS : 4 1982 1995 I/M VEHICLES : 4 22222 21111111 1 I/M STRINGENCY : 4 27.0 I/M COMPLIANCE : 4 96.0 I/M WAIVER RATES : 4 10 10 I/M EXEMPTION AGE : 4 25 I/M GRACE PERIOD : 4 2


* IDLE I/M PROGRAM : 5 1998 2000 2 T/O IDLE I/M MODEL YEARS : 5 1973 1996 I/M VEHICLES : 5 22222 21111111 1 I/M STRINGENCY : 5 20.0 I/M COMPLIANCE : 5 96.0 I/M WAIVER RATES : 5 10 10 I/M EXEMPTION AGE : 5 25 I/M GRACE PERIOD : 5 2 * IM 240 I/M PROGRAM : 6 1996 1997 2 T/O IM240 I/M MODEL YEARS : 6 1971 1994 I/M VEHICLES : 6 22222 21111111 1 I/M STRINGENCY : 6 20.0 I/M COMPLIANCE : 6 96.0 I/M WAIVER RATES : 6 10 10 I/M EXEMPTION AGE : 6 25 I/M CUTPOINTs : 6 CUTPOINT.D I/M GRACE PERIOD : 6 2 * GC I/M PROGRAM : 7 1996 2050 2 T/O GC I/M MODEL YEARS : 7 1982 1995 I/M VEHICLES : 7 22222 21111111 1 I/M COMPLIANCE : 7 96.0 I/M WAIVER RATES : 7 10 10 I/M EXEMPTION AGE : 7 25 I/M GRACE PERIOD : 7 2 FUEL PROGRAM : 1 OXYGENATED FUELS : .001 .419 .027 .035 2 STAGE II REFUELING : 93 3 86. 86. EXPAND BUS EFS : MIN/MAX TEMP : 63.9 87.7 ABSOLUTE HUMIDITY : 75.0 ******************* Scenario Section ********************** *SCENARIO RECORD : Ohio Emissions - CY2010 *CALENDAR YEAR : 2010 *EVALUATION MONTH : 7 *MIN/MAX TEMP


*SEASON : 1 ******************* End of Run **************************** END OF RUN

2010 VMT by Speed bin (KYSVMT.D) SPEED VMT 1 1 0.0000 0.0000 0.0014 0.0045 0.0000 0.0000 0.0043 0.0168 0.0198 0.0578 0.0081 0.0304 0.0221 0.8348 1 2 0.0053 0.0007 0.0010 0.0013 0.0004 0.0040 0.0079 0.0111 0.0139 0.0544 0.0256 0.0506 0.1044 0.7194 1 3 0.0056 0.0016 0.0051 0.0026 0.0112 0.0156 0.0052 0.0158 0.0366 0.0801 0.0574 0.0569 0.0765 0.6299 1 4 0.0008 0.0066 0.0007 0.0060 0.0021 0.0049 0.0050 0.0096 0.0166 0.0631 0.0176 0.0497 0.1096 0.7077 1 5 0.0000 0.0015 0.0019 0.0010 0.0081 0.0039 0.0093 0.0116 0.0173 0.0594 0.0051 0.0296 0.0363 0.8152 1 6 0.0000 0.0015 0.0020 0.0010 0.0064 0.0039 0.0110 0.0123 0.0184 0.0593 0.0062 0.0294 0.0223 0.8262 1 7 0.0000 0.0030 0.0008 0.0032 0.0061 0.0079 0.0094 0.0115 0.0186 0.0622 0.0044 0.0291 0.0222 0.8217 1 8 0.0009 0.0028 0.0000 0.0054 0.0046 0.0054 0.0105 0.0117 0.0198 0.0602 0.0044 0.0289 0.0224 0.8230 1 9 0.0000 0.0015 0.0020 0.0000 0.0050 0.0032 0.0110 0.0151 0.0178 0.0594 0.0052 0.0290 0.0225 0.8281 1 10 0.0000 0.0015 0.0020 0.0000 0.0049 0.0031 0.0096 0.0156 0.0173 0.0582 0.0051 0.0290 0.0369 0.8168 1 11 0.0000 0.0026 0.0007 0.0028 0.0045 0.0041 0.0088 0.0129 0.0163 0.0571 0.0038 0.0610 0.0737 0.7517 1 12 0.0000 0.0025 0.0006 0.0036 0.0033 0.0039 0.0082 0.0121 0.0154 0.0570 0.0248 0.0498 0.0941 0.7248 1 13 0.0000 0.0000 0.0013 0.0017 0.0000 0.0037 0.0069 0.0145 0.0168 0.0569 0.0053 0.0401 0.0405 0.8122 1 14 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0037 0.0171 0.0200 0.0598 0.0083 0.0291 0.0229 0.8390 1 15 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0211 0.0205 0.0539 0.0164 0.0286 0.0231 0.8365 1 16 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0202 0.0196 0.0506 0.0176 0.0286 0.0232 0.8401 1 17 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0182 0.0177 0.0472 0.0163 0.0283 0.0237 0.8485 1 18 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0161 0.0156 0.0437 0.0142 0.0280 0.0242 0.8583 1 19 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0165 0.0160 0.0459 0.0153 0.0288 0.0236 0.8539 1 20 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0174 0.0169 0.0481 0.0166 0.0292 0.0232 0.8485 1 21 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0182 0.0176 0.0493 0.0171 0.0293 0.0230 0.8454 1 22 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0207 0.0201 0.0532 0.0193 0.0295 0.0225 0.8347 1 23 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0218 0.0211 0.0543 0.0201 0.0294 0.0225 0.8308 1 24 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0007 0.0219 0.0219 0.0627 0.0140 0.0295 0.0222 0.8270 2 1 0.0000 0.0000 0.0000 0.0177 0.1168 0.0979 0.2310 0.2246 0.2725 0.0395 0.0000 0.0000 0.0000 0.0000 2 2 0.0000 0.0020 0.0037 0.0237 0.1417 0.1145 0.2087 0.2118 0.2547 0.0391 0.0000 0.0000 0.0000 0.0000 2 3 0.0010 0.0083 0.0058 0.0408 0.1356 0.1253 0.2157 0.1884 0.2401 0.0390 0.0000 0.0000 0.0000 0.0000 2 4 0.0000 0.0049 0.0079 0.0229 0.1520 0.1024 0.2216 0.2124 0.2363 0.0396 0.0000 0.0000 0.0000 0.0000 2 5 0.0000 0.0011 0.0045 0.0261 0.1275 0.1003 0.2159 0.2313 0.2536 0.0397 0.0000 0.0000 0.0000 0.0000 2 6 0.0000 0.0012 0.0017 0.0237 0.1231 0.0972 0.2153 0.2391 0.2584 0.0403 0.0000 0.0000 0.0000 0.0000 2 7 0.0000 0.0029 0.0054 0.0250 0.1297 0.0931 0.2264 0.2301 0.2472 0.0402 0.0000 0.0000 0.0000 0.0000 2 8 0.0000 0.0029 0.0069 0.0235 0.1319 0.0922 0.2260 0.2384 0.2382 0.0399 0.0000 0.0000 0.0000 0.0000 2 9 0.0000 0.0012 0.0017 0.0263 0.1252 0.0941 0.2172 0.2399 0.2546 0.0398 0.0000 0.0000 0.0000 0.0000 2 10 0.0000 0.0011 0.0028 0.0286 0.1294 0.0965 0.2137 0.2378 0.2507 0.0395 0.0000 0.0000 0.0000 0.0000 2 11 0.0000 0.0029 0.0064 0.0241 0.1322 0.0940 0.2288 0.2272 0.2449 0.0395 0.0000 0.0000 0.0000 0.0000


2 12 0.0000 0.0030 0.0044 0.0227 0.1270 0.0912 0.2333 0.2299 0.2489 0.0396 0.0000 0.0000 0.0000 0.0000 2 13 0.0000 0.0000 0.0012 0.0195 0.1271 0.0872 0.2279 0.2423 0.2562 0.0387 0.0000 0.0000 0.0000 0.0000 2 14 0.0000 0.0000 0.0000 0.0178 0.1171 0.0819 0.2375 0.2394 0.2680 0.0382 0.0000 0.0000 0.0000 0.0000 2 15 0.0000 0.0000 0.0000 0.0184 0.1204 0.0773 0.2316 0.2480 0.2659 0.0384 0.0000 0.0000 0.0000 0.0000 2 16 0.0000 0.0000 0.0000 0.0182 0.1194 0.0756 0.2307 0.2502 0.2672 0.0387 0.0000 0.0000 0.0000 0.0000 2 17 0.0000 0.0000 0.0000 0.0184 0.1205 0.0765 0.2308 0.2471 0.2676 0.0391 0.0000 0.0000 0.0000 0.0000 2 18 0.0000 0.0000 0.0000 0.0197 0.1291 0.0742 0.2302 0.2470 0.2611 0.0387 0.0000 0.0000 0.0000 0.0000 2 19 0.0000 0.0000 0.0000 0.0179 0.1175 0.0701 0.2271 0.2511 0.2751 0.0413 0.0000 0.0000 0.0000 0.0000 2 20 0.0000 0.0000 0.0000 0.0181 0.1190 0.0737 0.2285 0.2453 0.2742 0.0412 0.0000 0.0000 0.0000 0.0000 2 21 0.0000 0.0000 0.0000 0.0211 0.1382 0.0801 0.2329 0.2342 0.2552 0.0384 0.0000 0.0000 0.0000 0.0000 2 22 0.0000 0.0000 0.0000 0.0187 0.1229 0.0828 0.2335 0.2377 0.2657 0.0387 0.0000 0.0000 0.0000 0.0000 2 23 0.0000 0.0000 0.0000 0.0186 0.1222 0.0842 0.2343 0.2372 0.2652 0.0383 0.0000 0.0000 0.0000 0.0000 2 24 0.0000 0.0000 0.0000 0.0180 0.1179 0.0828 0.2328 0.2398 0.2697 0.0390 0.0000 0.0000 0.0000 0.0000

2010 VMT by Speed bin (OHSVMT.D) SPEED VMT 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0007 0.0042 0.0143 0.0266 0.0418 0.0423 0.0949 0.0155 0.7598 1 2 0.0000 0.0002 0.0021 0.0025 0.0024 0.0028 0.0065 0.0083 0.0221 0.0385 0.0350 0.0991 0.0238 0.7566 1 3 0.0007 0.0059 0.0034 0.0019 0.0030 0.0038 0.0109 0.0086 0.0265 0.0310 0.0565 0.1122 0.0804 0.6551 1 4 0.0001 0.0048 0.0034 0.0032 0.0019 0.0028 0.0077 0.0127 0.0170 0.0385 0.0339 0.0999 0.0220 0.7521 1 5 0.0000 0.0018 0.0029 0.0035 0.0028 0.0030 0.0068 0.0125 0.0244 0.0385 0.0356 0.0951 0.0165 0.7565 1 6 0.0000 0.0006 0.0033 0.0030 0.0034 0.0035 0.0070 0.0110 0.0281 0.0394 0.0369 0.0945 0.0154 0.7540 1 7 0.0000 0.0039 0.0046 0.0026 0.0041 0.0027 0.0075 0.0176 0.0209 0.0398 0.0370 0.0943 0.0154 0.7496 1 8 0.0001 0.0048 0.0041 0.0032 0.0031 0.0027 0.0083 0.0168 0.0204 0.0393 0.0360 0.0945 0.0150 0.7518 1 9 0.0000 0.0012 0.0034 0.0034 0.0030 0.0034 0.0070 0.0108 0.0273 0.0381 0.0348 0.0945 0.0151 0.7579 1 10 0.0000 0.0015 0.0034 0.0030 0.0029 0.0033 0.0068 0.0106 0.0264 0.0373 0.0336 0.0944 0.0166 0.7603 1 11 0.0000 0.0036 0.0043 0.0020 0.0036 0.0022 0.0066 0.0155 0.0183 0.0362 0.0320 0.0962 0.0245 0.7550 1 12 0.0000 0.0034 0.0041 0.0021 0.0032 0.0021 0.0062 0.0148 0.0174 0.0354 0.0316 0.0960 0.0264 0.7573 1 13 0.0000 0.0000 0.0015 0.0018 0.0020 0.0036 0.0070 0.0102 0.0229 0.0364 0.0301 0.0951 0.0169 0.7724 1 14 0.0000 0.0000 0.0000 0.0000 0.0000 0.0002 0.0044 0.0140 0.0272 0.0383 0.0353 0.0940 0.0158 0.7710 1 15 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0017 0.0172 0.0280 0.0354 0.0399 0.0933 0.0158 0.7686 1 16 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0181 0.0269 0.0338 0.0388 0.0932 0.0159 0.7732 1 17 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0164 0.0242 0.0323 0.0366 0.0923 0.0162 0.7821 1 18 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0144 0.0213 0.0297 0.0319 0.0918 0.0165 0.7945 1 19 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0149 0.0219 0.0317 0.0352 0.0927 0.0162 0.7874 1 20 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0158 0.0232 0.0336 0.0385 0.0933 0.0160 0.7796 1 21 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0165 0.0242 0.0341 0.0392 0.0936 0.0159 0.7764 1 22 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0187 0.0276 0.0367 0.0438 0.0942 0.0156 0.7633 1 23 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0197 0.0290 0.0375 0.0453 0.0941 0.0155 0.7588 1 24 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0022 0.0182 0.0301 0.0402 0.0458 0.0944 0.0154 0.7537 2 1 0.0000 0.0001 0.0001 0.0261 0.0711 0.0989 0.2948 0.2495 0.2464 0.0130 0.0000 0.0000 0.0000 0.0000 2 2 0.0002 0.0022 0.0066 0.0476 0.1074 0.1396 0.2472 0.2000 0.2366 0.0127 0.0000 0.0000 0.0000 0.0000


2 3 0.0013 0.0155 0.0296 0.0579 0.1139 0.1368 0.2383 0.1716 0.2219 0.0131 0.0000 0.0000 0.0000 0.0000 2 4 0.0005 0.0083 0.0194 0.0511 0.1143 0.1334 0.2580 0.1878 0.2135 0.0138 0.0000 0.0000 0.0000 0.0000 2 5 0.0001 0.0013 0.0076 0.0431 0.0998 0.1326 0.2778 0.2100 0.2137 0.0142 0.0000 0.0000 0.0000 0.0000 2 6 0.0000 0.0008 0.0032 0.0374 0.0940 0.1223 0.2885 0.2216 0.2176 0.0145 0.0000 0.0000 0.0000 0.0000 2 7 0.0001 0.0028 0.0123 0.0495 0.0982 0.1285 0.2818 0.2040 0.2082 0.0148 0.0000 0.0000 0.0000 0.0000 2 8 0.0001 0.0032 0.0152 0.0486 0.1007 0.1287 0.2798 0.2033 0.2055 0.0148 0.0000 0.0000 0.0000 0.0000 2 9 0.0001 0.0010 0.0051 0.0412 0.0977 0.1248 0.2886 0.2185 0.2084 0.0147 0.0000 0.0000 0.0000 0.0000 2 10 0.0001 0.0012 0.0066 0.0434 0.1030 0.1287 0.2841 0.2143 0.2039 0.0145 0.0000 0.0000 0.0000 0.0000 2 11 0.0001 0.0028 0.0132 0.0497 0.1005 0.1305 0.2795 0.2033 0.2059 0.0146 0.0000 0.0000 0.0000 0.0000 2 12 0.0001 0.0028 0.0115 0.0483 0.0927 0.1271 0.2860 0.2071 0.2097 0.0149 0.0000 0.0000 0.0000 0.0000 2 13 0.0000 0.0002 0.0010 0.0318 0.0848 0.1186 0.3014 0.2355 0.2120 0.0147 0.0000 0.0000 0.0000 0.0000 2 14 0.0000 0.0000 0.0000 0.0264 0.0709 0.0873 0.3074 0.2728 0.2210 0.0142 0.0000 0.0000 0.0000 0.0000 2 15 0.0000 0.0000 0.0000 0.0273 0.0733 0.0812 0.3083 0.2827 0.2128 0.0145 0.0000 0.0000 0.0000 0.0000 2 16 0.0000 0.0000 0.0000 0.0270 0.0726 0.0798 0.3081 0.2859 0.2119 0.0147 0.0000 0.0000 0.0000 0.0000 2 17 0.0000 0.0000 0.0000 0.0272 0.0732 0.0804 0.3067 0.2806 0.2175 0.0144 0.0000 0.0000 0.0000 0.0000 2 18 0.0000 0.0000 0.0000 0.0294 0.0790 0.0812 0.3113 0.2760 0.2089 0.0142 0.0000 0.0000 0.0000 0.0000 2 19 0.0000 0.0000 0.0000 0.0264 0.0709 0.0751 0.3029 0.2858 0.2241 0.0149 0.0000 0.0000 0.0000 0.0000 2 20 0.0000 0.0000 0.0000 0.0267 0.0717 0.0775 0.3018 0.2774 0.2306 0.0144 0.0000 0.0000 0.0000 0.0000 2 21 0.0000 0.0000 0.0000 0.0315 0.0847 0.0870 0.3115 0.2541 0.2181 0.0129 0.0000 0.0000 0.0000 0.0000 2 22 0.0000 0.0000 0.0000 0.0277 0.0744 0.0848 0.3052 0.2671 0.2272 0.0135 0.0000 0.0000 0.0000 0.0000 2 23 0.0000 0.0000 0.0000 0.0275 0.0740 0.0857 0.3054 0.2671 0.2268 0.0135 0.0000 0.0000 0.0000 0.0000 2 24 0.0000 0.0000 0.0000 0.0264 0.0712 0.0844 0.3022 0.2724 0.2296 0.0138 0.0000 0.0000 0.0000 0.0000

2010 VMT by Facility (KYFVMT.D) VMT BY FACILITY 1 0.508 0.364 0.094 0.033 0.530 0.346 0.093 0.031 0.540 0.341 0.088 0.031 0.517 0.358 0.091 0.034 0.501 0.371 0.091 0.036 0.500 0.375 0.088 0.037 0.486 0.385 0.091 0.038 0.488 0.384 0.090 0.038 0.503 0.372 0.088 0.037 0.506 0.368 0.090 0.036 0.519 0.359 0.086 0.035 0.543 0.344 0.079 0.034 0.543 0.342 0.082 0.033 0.526 0.353 0.087 0.033 0.516 0.361 0.089 0.035 0.531 0.350 0.085 0.034 0.554 0.332 0.082 0.032


0.582 0.309 0.080 0.029 0.590 0.308 0.071 0.031 0.567 0.324 0.078 0.032 0.523 0.348 0.099 0.030 0.505 0.367 0.095 0.034 0.490 0.377 0.098 0.035 0.487 0.381 0.095 0.036 ... identical distribution for all veh.types with the exception of diesel transit buses 26 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004

2010 VMT by Facility (OHFVMT.D) VMT BY FACILITY 1 0.394 0.486 0.098 0.022 0.416 0.466 0.098 0.020 0.429 0.458 0.092 0.021 0.409 0.473 0.094 0.023 0.394 0.487 0.095 0.024 0.392 0.492 0.091 0.025


0.381 0.501 0.093 0.026 0.384 0.498 0.093 0.026 0.397 0.486 0.091 0.025 0.402 0.480 0.094 0.024 0.415 0.471 0.090 0.024 0.435 0.458 0.083 0.024 0.436 0.455 0.087 0.023 0.420 0.466 0.091 0.023 0.412 0.472 0.093 0.024 0.427 0.460 0.089 0.023 0.450 0.442 0.086 0.022 0.482 0.413 0.085 0.020 0.484 0.419 0.076 0.021 0.458 0.439 0.082 0.021 0.418 0.458 0.103 0.020 0.397 0.482 0.099 0.022 0.383 0.492 0.101 0.023 0.379 0.499 0.098 0.024 ... identical distribution for all veh.types with the exception of diesel transit buses 26 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004


0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004

2010 MOBILE6.2 Output Report (KY.RPT) *************************************************************************** * MOBILE6.2.03 (24-Sep-2003) * * Input file: KY.SCN (file 1, run 1). * *************************************************************************** * post 1999, KY counties of Boone, Campbell and Kenton * Reading Registration Distributions from the following external * data file: KYREG.D * Reading Hourly VMT distribution from the following external * data file: KYHVMT.D * Reading Hourly, Roadway, and Speed VMT dist. from the following external * data file: KYSVMT.D * Reading Hourly Roadway VMT distribution from the following external * data file: KYFVMT.D Reading User Supplied ROADWAY VMT Factors M616 Comment: User has supplied post-1999 sulfur levels. M601 Comment: User has enabled STAGE II REFUELING. * # # # # # # # # # # # # # # # # # # # # # # # # # * * File 1, Run 1, Scenario 1. * # # # # # # # # # # # # # # # # # # # # # # # # # *** I/M credits for Tech1&2 vehicles were read from the following external data file: TECH12.D M 48 Warning: there are no sales for vehicle class HDGV8b Calendar Year: 2010 Month: July Altitude: Low Minimum Temperature: 66.0 (F) Maximum Temperature: 89.0 (F) Absolute Humidity: 75. grains/lb Fuel Sulfur Content: 30. ppm Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: Yes


Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All) ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution: 0.3549 0.3865 0.1313 0.0353 0.0003 0.0019 0.0845 0.0053 1.0000 ---------------------------------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC : 0.441 0.543 0.978 0.654 0.692 0.145 0.410 0.354 2.13 0.562 Composite CO : 6.13 7.60 10.62 8.37 7.51 0.817 0.738 1.691 15.87 7.002 Composite NOX : 0.486 0.700 1.075 0.795 2.376 0.430 0.871 8.333 1.36 1.381 ---------------------------------------------------------------------------------------------------------------------- Veh. Type: GasBUS URBAN SCHOOL ------ ------ ------ VMT Mix: 0.0002 0.0009 0.0018 ---------------------------------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC : 2.642 0.297 0.531 Composite CO : 24.14 2.529 1.993 Composite NOX : 7.605 10.926 11.437 ---------------------------------------------------------------------------------------------------------------------- 2010 MOBILE6.2 Output Report (OH.RPT) *************************************************************************** * MOBILE6.2.03 (24-Sep-2003) * * Input file: OH.SCN (file 2, run 1). * *************************************************************************** * Reading Hourly VMT distribution from the following external * data file: OHHVMT.D * Reading Hourly, Roadway, and Speed VMT dist. from the following external * data file: OHSVMT.D * Reading Hourly Roadway VMT distribution from the following external * data file: OHFVMT.D Reading User Supplied ROADWAY VMT Factors * Reading Registration Distributions from the following external * data file: OHREG.D * Reading ASM I/M Test Credits from ASMDATA.D * Reading non-default I/M CUTPOINTS from the following external * data file: CUTPOINT.D M616 Comment: User has supplied post-1999 sulfur levels. M601 Comment: User has enabled STAGE II REFUELING. * # # # # # # # # # # # # # # # # # # # # # # # # # *


* File 2, Run 1, Scenario 1. * # # # # # # # # # # # # # # # # # # # # # # # # # *** I/M credits for Tech1&2 vehicles were read from the following external data file: TECH12.D M 48 Warning: there are no sales for vehicle class HDGV8b Calendar Year: 2010 Month: July Altitude: Low Minimum Temperature: 63.9 (F) Maximum Temperature: 87.7 (F) Absolute Humidity: 75. grains/lb Nominal Fuel RVP: 9.0 psi Weathered RVP: 9.1 psi Fuel Sulfur Content: 30. ppm Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No Ether Blend Market Share: 0.001 Alcohol Blend Market Share: 0.419 Ether Blend Oxygen Content: 0.027 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: Yes Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All) ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution: 0.3551 0.3864 0.1312 0.0353 0.0003 0.0019 0.0844 0.0053 1.0000 ---------------------------------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC : 0.516 0.627 1.178 0.766 0.939 0.141 0.424 0.375 2.65 0.660 Composite CO : 6.39 7.90 11.36 8.78 8.79 0.819 0.748 1.734 15.53 7.352 Composite NOX : 0.399 0.586 0.960 0.681 2.307 0.390 0.818 7.786 1.32 1.242 ---------------------------------------------------------------------------------------------------------------------- Veh. Type: GasBUS URBAN SCHOOL ------ ------ ------ VMT Mix: 0.0002 0.0009 0.0018 ---------------------------------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC : 3.725 0.304 0.562 Composite CO : 27.90 2.597 2.043 Composite NOX : 7.382 10.939 10.710 ----------------------------------------------------------------------------------------------------------------------

2010 Output Report-Daily Air Quality Impact DAILY AIR QUALITY IMPACT FOR OKI REGION SUMMARY 26-MAY-04


================================================================================================================ Network Network Vehicle VOC CO NOX Summer County Road Miles Lane Miles Miles (Tons/Day) (Tons/Day) (Tons/Day) VMT ================================================================================================================ Boone County 228.49 647.45 4231768 2.804 32.662 6.889 4525473 Butler County 569.75 1478.71 7946927 6.074 64.403 11.431 8349427 Campbell County 196.32 518.44 2243480 1.483 17.316 3.645 2394196 Clermont County 416.78 973.04 5310378 4.115 43.036 7.744 5656758 Dearborn County 168.41 411.18 1960404 1.510 15.887 2.842 2075972 Hamilton County 1018.55 3052.81 22172748 17.143 179.692 32.261 23564114 Kenton County 224.60 600.29 3980868 2.634 30.726 6.473 4251919 Warren County 389.54 992.87 6274968 4.880 50.853 9.183 6707488 Montgomery Cnty 0.00 0.00 0 0.000 0.000 0.000 0 Greene County 0.00 0.00 0 0.000 0.000 0.000 0 Miami County 0.00 0.00 0 0.000 0.000 0.000 0 Clark County 0.00 0.00 0 0.000 0.000 0.000 0 Clinton County 0.00 0.00 0 0.000 0.000 0.000 0 Preble County 0.00 0.00 0 0.000 0.000 0.000 0 ================================================================================================================ State ================================================================================================================ Indiana 168.41 411.18 1960404 1.510 15.887 2.842 2075972 Kentucky 649.41 1766.18 10456118 6.921 80.704 17.006 11171589 Ohio - OKI 2394.62 6497.43 41705024 32.213 337.985 60.619 44277788 Ohio - MVRPC 0.00 0.00 0 0.000 0.000 0.000 0 Ohio - Other 0.00 0.00 0 0.000 0.000 0.000 0 ================================================================================================================ Region 3212.44 8674.79 54121544 40.644 434.577 80.468 57525348 ================================================================================================================ Intra-Zonal VMT ================================================================================================================ Indiana 19632 0.014 0.159 0.027 Kentucky 49648 0.031 0.383 0.076 Ohio - OKI 152010 0.111 1.232 0.208 Ohio - MVRPC 0 0.000 0.000 0.000 ================================================================================================================ Total Intra-Zonal 221290 0.156 1.774 0.311 ================================================================================================================ Transit VMT ================================================================================================================ Indiana 0 0.000 0.000 0.000 Kentucky 11368 0.004 0.032 0.137 Ohio - OKI 34337 0.005 0.098 0.414 Ohio - MVRPC 0 0.000 0.000 0.000 ================================================================================================================ Total Transit 45705 0.009 0.130 0.551 ================================================================================================================ * Note: VMT reflects yearly average daily VMT. Emissions for CO are based on yearly average daily VMT. Emissions for VOC and NOX include a factor to represent summer travel.


2020 MOBILE6.2 Input File (EM62KY) * Mobile6 file for Boone, Campbell and Kenton counties *post 1999 analysis years *created 8/7/03,ajr ************************ Header Section ***************** MOBILE6 INPUT FILE : POLLUTANTS : HC NOx CO REPORT FILE : KY.RPT DATABASE OUTPUT : WITH FIELDNAMES : DATABASE EMISSIONS : 2211 1111 DAILY OUTPUT : EMISSIONS TABLE : kyemdata.tb1 RUN DATA ************************ Run Section ******************* > post 1999, KY counties of Boone, Campbell and Kenton REG DIST : KYREG.D VMT BY HOUR : KYHVMT.D SPEED VMT : KYSVMT.D VMT BY FACILITY : KYFVMT.D FUEL RVP : 7.8 EXPRESS HC AS VOC : I/M PROGRAM : 1 1999 2050 2 T/O IDLE I/M MODEL YEARS : 1 1968 2050 I/M VEHICLES : 1 22222 22211111 1 I/M STRINGENCY : 1 20.0 I/M COMPLIANCE : 1 99.0 I/M WAIVER RATES : 1 18.0 10.0 I/M PROGRAM : 2 1999 2050 2 T/O FP & GC I/M MODEL YEARS : 2 1981 2050 I/M VEHICLES : 2 22222 11111111 1 I/M STRINGENCY : 2 20.0 I/M COMPLIANCE : 2 99.0 I/M WAIVER RATES : 2 18.0 10.0 FUEL PROGRAM : 2 N STAGE II REFUELING : 99 2 86. 86.


ANTI-TAMP PROGR : 99 75 50 22222 22211111 1 12 099. 22222222 EXPAND BUS EFS : MIN/MAX TEMP : 66.0 89.0 ABSOLUTE HUMIDITY : 75.0 ********************* Scenario Section **************** *SCENARIO RECORD : KY EMISSIONS - CY20xx *CALENDAR YEAR : 2010 *EVALUATION MONTH : 7 *MIN/MAX TEMP : 66.0 89.0 *ABSOLUTE HUMIDITY : 75.0 *SEASON : 1 *********************************** END OF RUN ***************** END OF RUN

2020 MOBILE6.2 Input File (EM62OH) * Mobile6 file for Butler, Clermont, Hamilton and Warren counties, post 2003 * OBD program initiated on 1/5/04 * created 01/12/04, ajr ******************* Header Section ************************ MOBILE6 INPUT FILE : POLLUTANTS : HC NOx CO REPORT FILE : oh.rpt DATABASE OUTPUT : WITH FIELDNAMES : DATABASE EMISSIONS : 2211 1111 DAILY OUTPUT : EMISSIONS TABLE : ohemiss.tb1 RUN DATA ******************* Run Section *************************** VMT BY HOUR : OHHVMT.D SPEED VMT : OHSVMT.D VMT BY FACILITY : OHFVMT.D REG DIST : OHREG.D FUEL RVP : 9.0 EXPRESS HC AS VOC : * ANTI-TAMPERING PROGRAM ANTI-TAMP PROG : 96 82 50 22222 21111111 1 12 096. 12111112


* I/M PROGRAM(S) * OBD I/M PROGRAM : 1 2004 2050 2 T/O OBD I/M I/M MODEL YEARS : 1 1996 2050 I/M VEHICLES : 1 22222 21111111 1 I/M STRINGENCY : 1 27.0 I/M COMPLIANCE : 1 96.0 I/M WAIVER RATES : 1 10 10 I/M GRACE PERIOD : 1 2 * EVAP OBD with no post '07 HDGV I/M PROGRAM : 2 2004 2050 2 T/O EVAP OBD & GC I/M MODEL YEARS : 2 1996 2007 I/M VEHICLES : 2 22222 11111111 1 I/M COMPLIANCE : 2 96.0 I/M WAIVER RATES : 2 10 10 I/M EXEMPTION AGE : 2 25 I/M GRACE PERIOD : 2 2 * EVAP OBD with post '07 HDGV I/M PROGRAM : 3 2004 2050 2 T/O EVAP OBD & GC I/M MODEL YEARS : 3 2008 2050 I/M VEHICLES : 3 22222 21111111 1 I/M COMPLIANCE : 3 96.0 I/M WAIVER RATES : 3 10 10 I/M EXEMPTION AGE : 3 25 I/M GRACE PERIOD : 3 2 * ASM 2525 I/M PROGRAM : 4 2001 2050 2 T/O ASM 2525 PHASE-IN I/M MODEL YEARS : 4 1982 1995 I/M VEHICLES : 4 22222 21111111 1 I/M STRINGENCY : 4 27.0 I/M COMPLIANCE : 4 96.0 I/M WAIVER RATES : 4 10 10 I/M EXEMPTION AGE : 4 25 I/M GRACE PERIOD : 4 2 * IDLE I/M PROGRAM : 5 1998 2000 2 T/O IDLE I/M MODEL YEARS : 5 1973 1996


I/M VEHICLES : 5 22222 21111111 1 I/M STRINGENCY : 5 20.0 I/M COMPLIANCE : 5 96.0 I/M WAIVER RATES : 5 10 10 I/M EXEMPTION AGE : 5 25 I/M GRACE PERIOD : 5 2 * IM 240 I/M PROGRAM : 6 1996 1997 2 T/O IM240 I/M MODEL YEARS : 6 1971 1994 I/M VEHICLES : 6 22222 21111111 1 I/M STRINGENCY : 6 20.0 I/M COMPLIANCE : 6 96.0 I/M WAIVER RATES : 6 10 10 I/M EXEMPTION AGE : 6 25 I/M CUTPOINTs : 6 CUTPOINT.D I/M GRACE PERIOD : 6 2 * GC I/M PROGRAM : 7 1996 2050 2 T/O GC I/M MODEL YEARS : 7 1982 1995 I/M VEHICLES : 7 22222 21111111 1 I/M COMPLIANCE : 7 96.0 I/M WAIVER RATES : 7 10 10 I/M EXEMPTION AGE : 7 25 I/M GRACE PERIOD : 7 2 FUEL PROGRAM : 1 OXYGENATED FUELS : .001 .419 .027 .035 2 STAGE II REFUELING : 93 3 86. 86. EXPAND BUS EFS : MIN/MAX TEMP : 63.9 87.7 ABSOLUTE HUMIDITY : 75.0 ******************* Scenario Section ********************** *SCENARIO RECORD : Ohio Emissions - CY2010 *CALENDAR YEAR : 2010 *EVALUATION MONTH : 7 *MIN/MAX TEMP *SEASON : 1 ******************* End of Run **************************** END OF RUN


2020 VMT by Speed bin (KYSVMT.D) SPEED VMT 1 1 0.0000 0.0057 0.0000 0.0000 0.0000 0.0014 0.0052 0.0145 0.0190 0.0479 0.0074 0.0629 0.0217 0.8143 1 2 0.0051 0.0010 0.0016 0.0016 0.0020 0.0042 0.0055 0.0094 0.0144 0.0474 0.0237 0.0688 0.0826 0.7326 1 3 0.0053 0.0051 0.0033 0.0034 0.0006 0.0248 0.0052 0.0195 0.0332 0.0429 0.0513 0.1177 0.0864 0.6011 1 4 0.0048 0.0020 0.0048 0.0024 0.0033 0.0034 0.0062 0.0101 0.0143 0.0493 0.0195 0.0773 0.0885 0.7139 1 5 0.0000 0.0028 0.0041 0.0023 0.0037 0.0049 0.0067 0.0120 0.0169 0.0471 0.0039 0.0664 0.0425 0.7868 1 6 0.0000 0.0023 0.0050 0.0019 0.0042 0.0046 0.0071 0.0117 0.0185 0.0472 0.0040 0.0675 0.0260 0.7999 1 7 0.0000 0.0032 0.0030 0.0076 0.0042 0.0026 0.0095 0.0115 0.0176 0.0462 0.0043 0.0696 0.0423 0.7784 1 8 0.0000 0.0032 0.0035 0.0049 0.0072 0.0015 0.0095 0.0115 0.0175 0.0457 0.0042 0.0693 0.0426 0.7795 1 9 0.0000 0.0019 0.0011 0.0032 0.0038 0.0073 0.0073 0.0119 0.0179 0.0464 0.0040 0.0672 0.0429 0.7850 1 10 0.0000 0.0019 0.0010 0.0031 0.0037 0.0071 0.0071 0.0115 0.0174 0.0460 0.0039 0.0661 0.0432 0.7880 1 11 0.0000 0.0028 0.0018 0.0047 0.0062 0.0023 0.0084 0.0101 0.0155 0.0445 0.0037 0.0858 0.0587 0.7554 1 12 0.0000 0.0027 0.0017 0.0044 0.0040 0.0040 0.0079 0.0095 0.0146 0.0455 0.0120 0.0847 0.0839 0.7251 1 13 0.0000 0.0000 0.0017 0.0009 0.0012 0.0023 0.0094 0.0141 0.0162 0.0466 0.0034 0.0623 0.0517 0.7904 1 14 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0050 0.0146 0.0203 0.0495 0.0075 0.0628 0.0225 0.8178 1 15 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0006 0.0200 0.0202 0.0429 0.0150 0.0640 0.0227 0.8146 1 16 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0197 0.0193 0.0410 0.0159 0.0626 0.0228 0.8186 1 17 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0179 0.0175 0.0398 0.0148 0.0590 0.0233 0.8277 1 18 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0157 0.0154 0.0386 0.0129 0.0553 0.0238 0.8382 1 19 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0162 0.0158 0.0402 0.0140 0.0564 0.0233 0.8341 1 20 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0171 0.0167 0.0414 0.0152 0.0582 0.0228 0.8285 1 21 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0178 0.0174 0.0418 0.0156 0.0596 0.0227 0.8251 1 22 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0203 0.0198 0.0429 0.0176 0.0639 0.0221 0.8135 1 23 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0213 0.0208 0.0440 0.0172 0.0655 0.0220 0.8091 1 24 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0007 0.0214 0.0216 0.0500 0.0126 0.0669 0.0218 0.8050 2 1 0.0000 0.0000 0.0000 0.0202 0.1197 0.0998 0.2310 0.2244 0.2632 0.0416 0.0000 0.0000 0.0000 0.0000 2 2 0.0000 0.0073 0.0042 0.0291 0.1438 0.1463 0.2079 0.1945 0.2256 0.0412 0.0000 0.0000 0.0000 0.0000 2 3 0.0048 0.0096 0.0229 0.0526 0.1600 0.1432 0.1947 0.1636 0.2072 0.0413 0.0000 0.0000 0.0000 0.0000 2 4 0.0044 0.0040 0.0068 0.0476 0.1608 0.1355 0.2017 0.1923 0.2046 0.0422 0.0000 0.0000 0.0000 0.0000 2 5 0.0003 0.0054 0.0029 0.0222 0.1479 0.1242 0.2210 0.2226 0.2111 0.0423 0.0000 0.0000 0.0000 0.0000 2 6 0.0000 0.0039 0.0027 0.0227 0.1329 0.1179 0.2190 0.2315 0.2265 0.0429 0.0000 0.0000 0.0000 0.0000 2 7 0.0004 0.0056 0.0059 0.0317 0.1426 0.1328 0.2099 0.2252 0.2029 0.0429 0.0000 0.0000 0.0000 0.0000 2 8 0.0011 0.0049 0.0060 0.0343 0.1433 0.1349 0.2073 0.2238 0.2017 0.0427 0.0000 0.0000 0.0000 0.0000 2 9 0.0004 0.0053 0.0011 0.0233 0.1403 0.1189 0.2254 0.2263 0.2165 0.0426 0.0000 0.0000 0.0000 0.0000 2 10 0.0004 0.0055 0.0030 0.0220 0.1510 0.1217 0.2181 0.2292 0.2067 0.0424 0.0000 0.0000 0.0000 0.0000 2 11 0.0004 0.0056 0.0058 0.0326 0.1463 0.1333 0.2106 0.2222 0.2010 0.0423 0.0000 0.0000 0.0000 0.0000 2 12 0.0004 0.0044 0.0072 0.0310 0.1318 0.1338 0.2170 0.2277 0.2044 0.0422 0.0000 0.0000 0.0000 0.0000 2 13 0.0000 0.0011 0.0046 0.0187 0.1228 0.1244 0.2142 0.2441 0.2288 0.0413 0.0000 0.0000 0.0000 0.0000 2 14 0.0000 0.0000 0.0000 0.0178 0.1191 0.0870 0.2379 0.2350 0.2624 0.0407 0.0000 0.0000 0.0000 0.0000 2 15 0.0000 0.0000 0.0000 0.0181 0.1204 0.0811 0.2338 0.2455 0.2601 0.0410 0.0000 0.0000 0.0000 0.0000 2 16 0.0000 0.0000 0.0000 0.0180 0.1196 0.0790 0.2333 0.2478 0.2611 0.0414 0.0000 0.0000 0.0000 0.0000


2 17 0.0000 0.0000 0.0000 0.0181 0.1205 0.0798 0.2335 0.2444 0.2619 0.0417 0.0000 0.0000 0.0000 0.0000 2 18 0.0000 0.0000 0.0000 0.0194 0.1291 0.0770 0.2328 0.2444 0.2559 0.0415 0.0000 0.0000 0.0000 0.0000 2 19 0.0000 0.0000 0.0000 0.0177 0.1179 0.0732 0.2296 0.2488 0.2688 0.0440 0.0000 0.0000 0.0000 0.0000 2 20 0.0000 0.0000 0.0000 0.0179 0.1191 0.0769 0.2312 0.2427 0.2684 0.0438 0.0000 0.0000 0.0000 0.0000 2 21 0.0000 0.0000 0.0000 0.0206 0.1374 0.0828 0.2356 0.2311 0.2514 0.0410 0.0000 0.0000 0.0000 0.0000 2 22 0.0000 0.0000 0.0000 0.0184 0.1223 0.0863 0.2364 0.2346 0.2609 0.0411 0.0000 0.0000 0.0000 0.0000 2 23 0.0000 0.0000 0.0000 0.0183 0.1215 0.0879 0.2372 0.2340 0.2604 0.0407 0.0000 0.0000 0.0000 0.0000 2 24 0.0000 0.0000 0.0000 0.0176 0.1174 0.0871 0.2366 0.2355 0.2644 0.0414 0.0000 0.0000 0.0000 0.0000

2020 VMT by Speed bin (OHSVMT.D) SPEED VMT 1 1 0.0000 0.0000 0.0000 0.0000 0.0004 0.0009 0.0044 0.0133 0.0251 0.0410 0.0428 0.0911 0.0158 0.7652 1 2 0.0002 0.0008 0.0029 0.0020 0.0016 0.0026 0.0043 0.0136 0.0170 0.0370 0.0376 0.0932 0.0480 0.7390 1 3 0.0022 0.0046 0.0023 0.0047 0.0055 0.0034 0.0069 0.0112 0.0275 0.0425 0.0640 0.1405 0.1512 0.5335 1 4 0.0002 0.0058 0.0023 0.0024 0.0030 0.0053 0.0067 0.0086 0.0178 0.0376 0.0350 0.0922 0.0613 0.7216 1 5 0.0000 0.0025 0.0038 0.0015 0.0032 0.0027 0.0079 0.0142 0.0183 0.0385 0.0368 0.0910 0.0184 0.7612 1 6 0.0000 0.0015 0.0036 0.0022 0.0025 0.0033 0.0062 0.0166 0.0200 0.0392 0.0384 0.0908 0.0172 0.7585 1 7 0.0003 0.0051 0.0031 0.0018 0.0033 0.0049 0.0113 0.0104 0.0197 0.0396 0.0385 0.0907 0.0172 0.7543 1 8 0.0003 0.0059 0.0027 0.0023 0.0028 0.0054 0.0103 0.0104 0.0201 0.0385 0.0372 0.0904 0.0172 0.7565 1 9 0.0000 0.0020 0.0038 0.0021 0.0026 0.0029 0.0067 0.0160 0.0194 0.0381 0.0360 0.0904 0.0174 0.7625 1 10 0.0000 0.0020 0.0038 0.0019 0.0025 0.0030 0.0065 0.0155 0.0189 0.0372 0.0348 0.0902 0.0186 0.7652 1 11 0.0002 0.0045 0.0027 0.0019 0.0026 0.0043 0.0098 0.0092 0.0173 0.0359 0.0346 0.0913 0.0178 0.7678 1 12 0.0002 0.0045 0.0023 0.0019 0.0024 0.0041 0.0091 0.0089 0.0167 0.0361 0.0326 0.0921 0.0389 0.7501 1 13 0.0000 0.0002 0.0019 0.0023 0.0020 0.0031 0.0041 0.0111 0.0227 0.0343 0.0314 0.0923 0.0176 0.7772 1 14 0.0000 0.0000 0.0000 0.0000 0.0000 0.0008 0.0040 0.0134 0.0255 0.0373 0.0358 0.0902 0.0162 0.7768 1 15 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0016 0.0162 0.0270 0.0345 0.0403 0.0896 0.0162 0.7746 1 16 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0171 0.0256 0.0328 0.0396 0.0895 0.0163 0.7792 1 17 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0155 0.0231 0.0314 0.0373 0.0885 0.0165 0.7878 1 18 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0136 0.0203 0.0287 0.0325 0.0879 0.0168 0.8001 1 19 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0141 0.0209 0.0307 0.0359 0.0888 0.0166 0.7929 1 20 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0149 0.0221 0.0327 0.0394 0.0895 0.0164 0.7850 1 21 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0156 0.0231 0.0331 0.0401 0.0898 0.0163 0.7820 1 22 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0177 0.0263 0.0357 0.0448 0.0905 0.0160 0.7690 1 23 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0186 0.0276 0.0365 0.0463 0.0904 0.0159 0.7646 1 24 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0022 0.0171 0.0291 0.0399 0.0458 0.0907 0.0158 0.7595 2 1 0.0000 0.0002 0.0001 0.0242 0.0727 0.1073 0.2897 0.2360 0.2529 0.0170 0.0000 0.0000 0.0000 0.0000 2 2 0.0028 0.0056 0.0148 0.0443 0.1161 0.1450 0.2371 0.1885 0.2294 0.0164 0.0000 0.0000 0.0000 0.0000 2 3 0.0036 0.0271 0.0328 0.0601 0.1138 0.1485 0.2253 0.1608 0.2107 0.0173 0.0000 0.0000 0.0000 0.0000 2 4 0.0006 0.0145 0.0229 0.0562 0.1143 0.1352 0.2480 0.1758 0.2142 0.0183 0.0000 0.0000 0.0000 0.0000 2 5 0.0001 0.0017 0.0135 0.0433 0.1029 0.1384 0.2629 0.2006 0.2177 0.0190 0.0000 0.0000 0.0000 0.0000 2 6 0.0001 0.0010 0.0069 0.0387 0.0936 0.1325 0.2755 0.2097 0.2227 0.0195 0.0000 0.0000 0.0000 0.0000


2 7 0.0001 0.0057 0.0159 0.0478 0.1016 0.1327 0.2699 0.1943 0.2122 0.0198 0.0000 0.0000 0.0000 0.0000 2 8 0.0002 0.0081 0.0172 0.0479 0.1018 0.1319 0.2717 0.1926 0.2088 0.0199 0.0000 0.0000 0.0000 0.0000 2 9 0.0001 0.0010 0.0114 0.0410 0.0972 0.1303 0.2766 0.2106 0.2121 0.0198 0.0000 0.0000 0.0000 0.0000 2 10 0.0001 0.0014 0.0129 0.0441 0.1052 0.1325 0.2693 0.2077 0.2073 0.0195 0.0000 0.0000 0.0000 0.0000 2 11 0.0001 0.0059 0.0174 0.0472 0.1057 0.1322 0.2672 0.1951 0.2096 0.0197 0.0000 0.0000 0.0000 0.0000 2 12 0.0001 0.0058 0.0157 0.0462 0.0924 0.1325 0.2746 0.1992 0.2135 0.0201 0.0000 0.0000 0.0000 0.0000 2 13 0.0000 0.0002 0.0014 0.0331 0.0881 0.1301 0.2859 0.2226 0.2192 0.0194 0.0000 0.0000 0.0000 0.0000 2 14 0.0000 0.0000 0.0001 0.0246 0.0698 0.0919 0.3055 0.2597 0.2294 0.0189 0.0000 0.0000 0.0000 0.0000 2 15 0.0000 0.0000 0.0000 0.0255 0.0720 0.0830 0.3076 0.2712 0.2215 0.0193 0.0000 0.0000 0.0000 0.0000 2 16 0.0000 0.0000 0.0000 0.0253 0.0714 0.0809 0.3080 0.2743 0.2206 0.0196 0.0000 0.0000 0.0000 0.0000 2 17 0.0000 0.0000 0.0000 0.0254 0.0719 0.0814 0.3066 0.2690 0.2265 0.0192 0.0000 0.0000 0.0000 0.0000 2 18 0.0000 0.0000 0.0000 0.0275 0.0777 0.0819 0.3114 0.2652 0.2175 0.0189 0.0000 0.0000 0.0000 0.0000 2 19 0.0000 0.0000 0.0000 0.0246 0.0697 0.0758 0.3025 0.2739 0.2337 0.0198 0.0000 0.0000 0.0000 0.0000 2 20 0.0000 0.0000 0.0000 0.0249 0.0703 0.0783 0.3015 0.2656 0.2404 0.0190 0.0000 0.0000 0.0000 0.0000 2 21 0.0000 0.0000 0.0000 0.0293 0.0830 0.0875 0.3120 0.2441 0.2270 0.0170 0.0000 0.0000 0.0000 0.0000 2 22 0.0000 0.0000 0.0000 0.0258 0.0728 0.0859 0.3053 0.2558 0.2365 0.0179 0.0000 0.0000 0.0000 0.0000 2 23 0.0000 0.0000 0.0000 0.0256 0.0724 0.0869 0.3055 0.2558 0.2359 0.0179 0.0000 0.0000 0.0000 0.0000 2 24 0.0000 0.0000 0.0000 0.0246 0.0698 0.0861 0.3017 0.2606 0.2389 0.0183 0.0000 0.0000 0.0000 0.0000

2020 VMT by Facility Type (KYFVMT.D) VMT BY FACILITY 1 0.502 0.370 0.095 0.032 0.524 0.352 0.094 0.030 0.535 0.346 0.089 0.031 0.513 0.363 0.091 0.033 0.497 0.376 0.092 0.035 0.496 0.379 0.089 0.036 0.482 0.389 0.091 0.037 0.485 0.388 0.091 0.037 0.499 0.377 0.089 0.036 0.502 0.372 0.091 0.035 0.516 0.363 0.087 0.034 0.539 0.348 0.080 0.034 0.539 0.346 0.083 0.032 0.521 0.358 0.088 0.033 0.511 0.365 0.090 0.034 0.527 0.354 0.086 0.033 0.550 0.337 0.082 0.031 0.577 0.314 0.080 0.028 0.586 0.312 0.072 0.030 0.562 0.328 0.078 0.031


0.518 0.353 0.099 0.030 0.499 0.372 0.096 0.033 0.485 0.382 0.099 0.034 0.482 0.386 0.096 0.035 ... identical distribution for all veh.types with the exception of diesel transit buses 26 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004

2020 VMT by Facility Type (OHFVMT.D) VMT BY FACILITY 1 0.397 0.484 0.099 0.021 0.418 0.463 0.099 0.019 0.432 0.454 0.093 0.020 0.413 0.469 0.095 0.022 0.399 0.482 0.096 0.023 0.396 0.488 0.092 0.024 0.385 0.496 0.094 0.025 0.389 0.493 0.094 0.025 0.402 0.482 0.092 0.024 0.407 0.475 0.095 0.023


0.420 0.467 0.091 0.023 0.440 0.453 0.084 0.023 0.440 0.450 0.088 0.022 0.423 0.462 0.093 0.022 0.416 0.467 0.094 0.023 0.432 0.456 0.090 0.022 0.455 0.437 0.087 0.021 0.486 0.409 0.086 0.019 0.488 0.415 0.077 0.020 0.462 0.435 0.083 0.020 0.422 0.454 0.104 0.020 0.400 0.478 0.100 0.021 0.387 0.489 0.103 0.022 0.383 0.495 0.100 0.023 ... identical distribution for all veh.types with the exception of diesel transit buses 26 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004

2020 MOBILE6.2 Output Report (KY.RPT)


*************************************************************************** * MOBILE6.2.03 (24-Sep-2003) * * Input file: KY.SCN (file 1, run 1). * *************************************************************************** * post 1999, KY counties of Boone, Campbell and Kenton * Reading Registration Distributions from the following external * data file: KYREG.D * Reading Hourly VMT distribution from the following external * data file: KYHVMT.D * Reading Hourly, Roadway, and Speed VMT dist. from the following external * data file: KYSVMT.D * Reading Hourly Roadway VMT distribution from the following external * data file: KYFVMT.D Reading User Supplied ROADWAY VMT Factors M616 Comment: User has supplied post-1999 sulfur levels. M601 Comment: User has enabled STAGE II REFUELING. * # # # # # # # # # # # # # # # # # # # # # # # # # * * File 1, Run 1, Scenario 1. * # # # # # # # # # # # # # # # # # # # # # # # # # *** I/M credits for Tech1&2 vehicles were read from the following external data file: TECH12.D M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: 2020 Month: July Altitude: Low Minimum Temperature: 66.0 (F) Maximum Temperature: 89.0 (F) Absolute Humidity: 75. grains/lb Fuel Sulfur Content: 30. ppm Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: Yes Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All) ------ ------ ------ ------ ------ ------ ------ ------ ------ ------


VMT Distribution: 0.2827 0.4375 0.1493 0.0362 0.0003 0.0022 0.0867 0.0051 1.0000 ---------------------------------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC : 0.235 0.317 0.534 0.372 0.330 0.056 0.197 0.243 2.14 0.329 Composite CO : 4.50 5.43 7.08 5.85 6.51 0.598 0.454 0.452 15.89 5.063 Composite NOX : 0.236 0.365 0.654 0.439 0.622 0.064 0.314 2.009 1.36 0.529 ---------------------------------------------------------------------------------------------------------------------- Veh. Type: GasBUS URBAN SCHOOL ------ ------ ------ VMT Mix: 0.0001 0.0010 0.0019 ---------------------------------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC : 0.705 0.249 0.351 Composite CO : 12.65 0.692 0.822 Composite NOX : 2.274 2.623 4.991 ---------------------------------------------------------------------------------------------------------------------- 2020 MOBILE6.2 Output Report (OH.RPT) *************************************************************************** * MOBILE6.2.03 (24-Sep-2003) * * Input file: OH.SCN (file 2, run 1). * *************************************************************************** * Reading Hourly VMT distribution from the following external * data file: OHHVMT.D * Reading Hourly, Roadway, and Speed VMT dist. from the following external * data file: OHSVMT.D * Reading Hourly Roadway VMT distribution from the following external * data file: OHFVMT.D Reading User Supplied ROADWAY VMT Factors * Reading Registration Distributions from the following external * data file: OHREG.D * Reading ASM I/M Test Credits from ASMDATA.D * Reading non-default I/M CUTPOINTS from the following external * data file: CUTPOINT.D M616 Comment: User has supplied post-1999 sulfur levels. M601 Comment: User has enabled STAGE II REFUELING. * # # # # # # # # # # # # # # # # # # # # # # # # # * * File 2, Run 1, Scenario 1. * # # # # # # # # # # # # # # # # # # # # # # # # # *** I/M credits for Tech1&2 vehicles were read from the following external data file: TECH12.D


M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: 2020 Month: July Altitude: Low Minimum Temperature: 63.9 (F) Maximum Temperature: 87.7 (F) Absolute Humidity: 75. grains/lb Nominal Fuel RVP: 9.0 psi Weathered RVP: 9.1 psi Fuel Sulfur Content: 30. ppm Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No Ether Blend Market Share: 0.001 Alcohol Blend Market Share: 0.419 Ether Blend Oxygen Content: 0.027 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: Yes Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All) ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution: 0.2852 0.4368 0.1483 0.0359 0.0003 0.0022 0.0862 0.0051 1.0000 ---------------------------------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC : 0.231 0.323 0.559 0.383 0.430 0.054 0.202 0.255 2.66 0.341 Composite CO : 4.47 5.45 7.07 5.86 7.46 0.593 0.459 0.461 15.66 5.091 Composite NOX : 0.130 0.230 0.481 0.294 0.606 0.053 0.297 1.890 1.32 0.401 ---------------------------------------------------------------------------------------------------------------------- Veh. Type: GasBUS URBAN SCHOOL ------ ------ ------ VMT Mix: 0.0001 0.0010 0.0019 ---------------------------------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC : 0.923 0.251 0.368 Composite CO : 14.37 0.700 0.839 Composite NOX : 2.214 2.622 4.701 ----------------------------------------------------------------------------------------------------------------------

2020 Output Report-Daily Air Quality Impact


DAILY AIR QUALITY IMPACT FOR OKI REGION SUMMARY 26-MAY-04 ================================================================================================================ Network Network Vehicle VOC CO NOX Summer County Road Miles Lane Miles Miles (Tons/Day) (Tons/Day) (Tons/Day) VMT ================================================================================================================ Boone County 228.51 646.19 5312475 2.057 29.649 3.308 5672498 Butler County 576.67 1511.26 9266553 3.663 52.003 4.307 9743896 Campbell County 194.92 520.18 2476101 0.960 13.819 1.544 2648303 Clermont County 419.53 986.18 5940515 2.378 33.337 2.796 6325082 Dearborn County 168.41 411.18 2223390 0.885 12.477 1.041 2355411 Hamilton County 1018.89 3074.74 23478392 9.391 131.757 11.043 24982444 Kenton County 225.98 609.13 4600835 1.783 25.677 2.866 4915489 Warren County 391.95 1003.37 7632919 3.066 42.835 3.606 8157786 Montgomery Cnty 0.00 0.00 0 0.000 0.000 0.000 0 Greene County 0.00 0.00 0 0.000 0.000 0.000 0 Miami County 0.00 0.00 0 0.000 0.000 0.000 0 Clark County 0.00 0.00 0 0.000 0.000 0.000 0 Clinton County 0.00 0.00 0 0.000 0.000 0.000 0 Preble County 0.00 0.00 0 0.000 0.000 0.000 0 ================================================================================================================ State ================================================================================================================ Indiana 168.41 411.18 2223390 0.885 12.477 1.041 2355411 Kentucky 649.40 1775.50 12389410 4.800 69.145 7.718 13236292 Ohio - OKI 2407.04 6575.55 46318380 18.497 259.932 21.752 49209204 Ohio - MVRPC 0.00 0.00 0 0.000 0.000 0.000 0 Ohio - Other 0.00 0.00 0 0.000 0.000 0.000 0 ================================================================================================================ Region 3224.85 8762.23 60931180 24.183 341.555 30.511 64800904 ================================================================================================================ Intra-Zonal VMT ================================================================================================================ Indiana 23342 0.009 0.131 0.010 Kentucky 60722 0.022 0.339 0.035 Ohio - OKI 171328 0.064 0.961 0.076 Ohio - MVRPC 0 0.000 0.000 0.000 ================================================================================================================ Total Intra-Zonal 255392 0.095 1.431 0.121 ================================================================================================================ Transit VMT ================================================================================================================ Indiana 0 0.000 0.000 0.000 Kentucky 12318 0.003 0.009 0.036 Ohio - OKI 39727 0.005 0.031 0.115 Ohio - MVRPC 0 0.000 0.000 0.000 ================================================================================================================ Total Transit 52045 0.009 0.040 0.150 ================================================================================================================ * Note: VMT reflects yearly average daily VMT. Emissions for CO are based on yearly average daily VMT.


Emissions for VOC and NOX include a factor to represent summer travel.

2030 MOBILE6.2 Input File (EM62KY) * Mobile6 file for Boone, Campbell and Kenton counties *post 1999 analysis years *created 8/7/03,ajr ************************ Header Section ***************** MOBILE6 INPUT FILE : POLLUTANTS : HC NOx CO REPORT FILE : KY.RPT DATABASE OUTPUT : WITH FIELDNAMES : DATABASE EMISSIONS : 2211 1111 DAILY OUTPUT : EMISSIONS TABLE : kyemdata.tb1 RUN DATA ************************ Run Section ******************* > post 1999, KY counties of Boone, Campbell and Kenton REG DIST : KYREG.D VMT BY HOUR : KYHVMT.D SPEED VMT : KYSVMT.D VMT BY FACILITY : KYFVMT.D FUEL RVP : 7.8 EXPRESS HC AS VOC : I/M PROGRAM : 1 1999 2050 2 T/O IDLE I/M MODEL YEARS : 1 1968 2050 I/M VEHICLES : 1 22222 22211111 1 I/M STRINGENCY : 1 20.0 I/M COMPLIANCE : 1 99.0 I/M WAIVER RATES : 1 18.0 10.0 I/M PROGRAM : 2 1999 2050 2 T/O FP & GC I/M MODEL YEARS : 2 1981 2050 I/M VEHICLES : 2 22222 11111111 1 I/M STRINGENCY : 2 20.0 I/M COMPLIANCE : 2 99.0 I/M WAIVER RATES : 2 18.0 10.0 FUEL PROGRAM : 2 N STAGE II REFUELING : 99 2 86. 86. ANTI-TAMP PROGR : 99 75 50 22222 22211111 1 12 099. 22222222


EXPAND BUS EFS : MIN/MAX TEMP : 66.0 89.0 ABSOLUTE HUMIDITY : 75.0 ********************* Scenario Section **************** *SCENARIO RECORD : KY EMISSIONS - CY20xx *CALENDAR YEAR : 2010 *EVALUATION MONTH : 7 *MIN/MAX TEMP : 66.0 89.0 *ABSOLUTE HUMIDITY : 75.0 *SEASON : 1 *********************************** END OF RUN ***************** END OF RUN

2030 MOBILE6.2 Input File (EM62OH) * Mobile6 file for Butler, Clermont, Hamilton and Warren counties, post 2003 * OBD program initiated on 1/5/04 * created 01/12/04, ajr ******************* Header Section ************************ MOBILE6 INPUT FILE : POLLUTANTS : HC NOx CO REPORT FILE : oh.rpt DATABASE OUTPUT : WITH FIELDNAMES : DATABASE EMISSIONS : 2211 1111 DAILY OUTPUT : EMISSIONS TABLE : ohemiss.tb1 RUN DATA ******************* Run Section *************************** VMT BY HOUR : OHHVMT.D SPEED VMT : OHSVMT.D VMT BY FACILITY : OHFVMT.D REG DIST : OHREG.D FUEL RVP : 9.0 EXPRESS HC AS VOC : * ANTI-TAMPERING PROGRAM ANTI-TAMP PROG : 96 82 50 22222 21111111 1 12 096. 12111112 * I/M PROGRAM(S) * OBD


I/M PROGRAM : 1 2004 2050 2 T/O OBD I/M I/M MODEL YEARS : 1 1996 2050 I/M VEHICLES : 1 22222 21111111 1 I/M STRINGENCY : 1 27.0 I/M COMPLIANCE : 1 96.0 I/M WAIVER RATES : 1 10 10 I/M GRACE PERIOD : 1 2 * EVAP OBD with no post '07 HDGV I/M PROGRAM : 2 2004 2050 2 T/O EVAP OBD & GC I/M MODEL YEARS : 2 1996 2007 I/M VEHICLES : 2 22222 11111111 1 I/M COMPLIANCE : 2 96.0 I/M WAIVER RATES : 2 10 10 I/M EXEMPTION AGE : 2 25 I/M GRACE PERIOD : 2 2 * EVAP OBD with post '07 HDGV I/M PROGRAM : 3 2004 2050 2 T/O EVAP OBD & GC I/M MODEL YEARS : 3 2008 2050 I/M VEHICLES : 3 22222 21111111 1 I/M COMPLIANCE : 3 96.0 I/M WAIVER RATES : 3 10 10 I/M EXEMPTION AGE : 3 25 I/M GRACE PERIOD : 3 2 * ASM 2525 I/M PROGRAM : 4 2001 2050 2 T/O ASM 2525 PHASE-IN I/M MODEL YEARS : 4 1982 1995 I/M VEHICLES : 4 22222 21111111 1 I/M STRINGENCY : 4 27.0 I/M COMPLIANCE : 4 96.0 I/M WAIVER RATES : 4 10 10 I/M EXEMPTION AGE : 4 25 I/M GRACE PERIOD : 4 2 * IDLE I/M PROGRAM : 5 1998 2000 2 T/O IDLE I/M MODEL YEARS : 5 1973 1996 I/M VEHICLES : 5 22222 21111111 1 I/M STRINGENCY : 5 20.0 I/M COMPLIANCE : 5 96.0


I/M WAIVER RATES : 5 10 10 I/M EXEMPTION AGE : 5 25 I/M GRACE PERIOD : 5 2 * IM 240 I/M PROGRAM : 6 1996 1997 2 T/O IM240 I/M MODEL YEARS : 6 1971 1994 I/M VEHICLES : 6 22222 21111111 1 I/M STRINGENCY : 6 20.0 I/M COMPLIANCE : 6 96.0 I/M WAIVER RATES : 6 10 10 I/M EXEMPTION AGE : 6 25 I/M CUTPOINTs : 6 CUTPOINT.D I/M GRACE PERIOD : 6 2 * GC I/M PROGRAM : 7 1996 2050 2 T/O GC I/M MODEL YEARS : 7 1982 1995 I/M VEHICLES : 7 22222 21111111 1 I/M COMPLIANCE : 7 96.0 I/M WAIVER RATES : 7 10 10 I/M EXEMPTION AGE : 7 25 I/M GRACE PERIOD : 7 2 FUEL PROGRAM : 1 OXYGENATED FUELS : .001 .419 .027 .035 2 STAGE II REFUELING : 93 3 86. 86. EXPAND BUS EFS : MIN/MAX TEMP : 63.9 87.7 ABSOLUTE HUMIDITY : 75.0 ******************* Scenario Section ********************** *SCENARIO RECORD : Ohio Emissions - CY2010 *CALENDAR YEAR : 2010 *EVALUATION MONTH : 7 *MIN/MAX TEMP *SEASON : 1 ******************* End of Run **************************** END OF RUN

2030 VMT by Speed bin (KYSVMT.D) SPEED VMT


1 1 0.0013 0.0042 0.0000 0.0005 0.0000 0.0008 0.0073 0.0124 0.0180 0.0482 0.0065 0.0628 0.0211 0.8169 1 2 0.0054 0.0021 0.0004 0.0016 0.0017 0.0046 0.0057 0.0145 0.0273 0.0473 0.0315 0.0903 0.1121 0.6555 1 3 0.0059 0.0044 0.0060 0.0225 0.0235 0.0101 0.0072 0.0296 0.0229 0.0869 0.0487 0.1000 0.0569 0.5754 1 4 0.0050 0.0021 0.0039 0.0026 0.0063 0.0037 0.0076 0.0148 0.0236 0.0521 0.0288 0.0998 0.1041 0.6454 1 5 0.0009 0.0047 0.0013 0.0033 0.0027 0.0049 0.0113 0.0091 0.0133 0.0476 0.0032 0.0864 0.0444 0.7670 1 6 0.0010 0.0049 0.0005 0.0021 0.0045 0.0042 0.0087 0.0136 0.0139 0.0477 0.0034 0.0674 0.0492 0.7791 1 7 0.0007 0.0056 0.0027 0.0039 0.0055 0.0061 0.0092 0.0088 0.0154 0.0457 0.0035 0.0736 0.0450 0.7741 1 8 0.0007 0.0035 0.0050 0.0035 0.0056 0.0065 0.0088 0.0093 0.0147 0.0452 0.0035 0.0774 0.0428 0.7735 1 9 0.0000 0.0018 0.0022 0.0039 0.0045 0.0052 0.0095 0.0114 0.0140 0.0468 0.0033 0.0713 0.0456 0.7805 1 10 0.0000 0.0017 0.0021 0.0037 0.0044 0.0050 0.0105 0.0098 0.0136 0.0464 0.0032 0.0865 0.0491 0.7639 1 11 0.0006 0.0023 0.0048 0.0034 0.0049 0.0053 0.0082 0.0078 0.0133 0.0647 0.0031 0.0995 0.0798 0.7021 1 12 0.0006 0.0021 0.0026 0.0051 0.0046 0.0050 0.0077 0.0071 0.0332 0.0451 0.0316 0.0943 0.0910 0.6700 1 13 0.0000 0.0006 0.0009 0.0004 0.0025 0.0031 0.0102 0.0112 0.0157 0.0457 0.0076 0.0843 0.0857 0.7321 1 14 0.0000 0.0000 0.0000 0.0000 0.0000 0.0005 0.0047 0.0142 0.0205 0.0484 0.0065 0.0628 0.0219 0.8204 1 15 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0006 0.0193 0.0199 0.0429 0.0139 0.0641 0.0220 0.8173 1 16 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0190 0.0190 0.0411 0.0147 0.0627 0.0222 0.8213 1 17 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0172 0.0172 0.0398 0.0138 0.0592 0.0227 0.8300 1 18 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0152 0.0152 0.0386 0.0120 0.0556 0.0232 0.8403 1 19 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0156 0.0156 0.0403 0.0130 0.0566 0.0226 0.8362 1 20 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0166 0.0165 0.0415 0.0142 0.0584 0.0222 0.8307 1 21 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0172 0.0172 0.0419 0.0145 0.0597 0.0220 0.8274 1 22 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0196 0.0195 0.0440 0.0153 0.0639 0.0215 0.8161 1 23 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0206 0.0205 0.0474 0.0128 0.0655 0.0214 0.8119 1 24 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0010 0.0203 0.0224 0.0487 0.0116 0.0668 0.0212 0.8079 2 1 0.0000 0.0000 0.0043 0.0200 0.1155 0.1145 0.2191 0.2279 0.2544 0.0442 0.0000 0.0000 0.0000 0.0000 2 2 0.0071 0.0103 0.0191 0.0424 0.1451 0.1432 0.1980 0.1898 0.2010 0.0438 0.0000 0.0000 0.0000 0.0000 2 3 0.0123 0.0320 0.0322 0.0500 0.1558 0.1638 0.1787 0.1461 0.1848 0.0443 0.0000 0.0000 0.0000 0.0000 2 4 0.0046 0.0202 0.0266 0.0466 0.1617 0.1445 0.1960 0.1731 0.1813 0.0455 0.0000 0.0000 0.0000 0.0000 2 5 0.0026 0.0091 0.0093 0.0360 0.1448 0.1355 0.2196 0.2069 0.1904 0.0459 0.0000 0.0000 0.0000 0.0000 2 6 0.0003 0.0073 0.0076 0.0242 0.1427 0.1168 0.2438 0.2128 0.1979 0.0466 0.0000 0.0000 0.0000 0.0000 2 7 0.0017 0.0139 0.0107 0.0370 0.1485 0.1486 0.2051 0.1995 0.1883 0.0468 0.0000 0.0000 0.0000 0.0000 2 8 0.0033 0.0124 0.0158 0.0339 0.1478 0.1545 0.2024 0.1962 0.1870 0.0467 0.0000 0.0000 0.0000 0.0000 2 9 0.0010 0.0110 0.0053 0.0283 0.1437 0.1212 0.2358 0.2157 0.1916 0.0465 0.0000 0.0000 0.0000 0.0000 2 10 0.0026 0.0093 0.0071 0.0368 0.1480 0.1304 0.2198 0.2143 0.1853 0.0463 0.0000 0.0000 0.0000 0.0000 2 11 0.0032 0.0122 0.0121 0.0362 0.1486 0.1523 0.2059 0.1966 0.1866 0.0461 0.0000 0.0000 0.0000 0.0000 2 12 0.0017 0.0139 0.0100 0.0301 0.1405 0.1431 0.2231 0.1986 0.1929 0.0461 0.0000 0.0000 0.0000 0.0000 2 13 0.0003 0.0033 0.0082 0.0238 0.1206 0.1280 0.2167 0.2542 0.2000 0.0450 0.0000 0.0000 0.0000 0.0000 2 14 0.0000 0.0000 0.0003 0.0181 0.1176 0.0878 0.2359 0.2415 0.2547 0.0441 0.0000 0.0000 0.0000 0.0000 2 15 0.0000 0.0000 0.0000 0.0172 0.1172 0.0831 0.2311 0.2487 0.2581 0.0446 0.0000 0.0000 0.0000 0.0000 2 16 0.0000 0.0000 0.0000 0.0171 0.1162 0.0813 0.2290 0.2523 0.2590 0.0451 0.0000 0.0000 0.0000 0.0000 2 17 0.0000 0.0000 0.0000 0.0172 0.1170 0.0818 0.2299 0.2489 0.2599 0.0453 0.0000 0.0000 0.0000 0.0000 2 18 0.0000 0.0000 0.0000 0.0184 0.1254 0.0789 0.2288 0.2495 0.2538 0.0451 0.0000 0.0000 0.0000 0.0000


2 19 0.0000 0.0000 0.0000 0.0169 0.1149 0.0752 0.2253 0.2536 0.2663 0.0477 0.0000 0.0000 0.0000 0.0000 2 20 0.0000 0.0000 0.0000 0.0170 0.1158 0.0789 0.2277 0.2473 0.2661 0.0472 0.0000 0.0000 0.0000 0.0000 2 21 0.0000 0.0000 0.0000 0.0195 0.1328 0.0845 0.2330 0.2362 0.2498 0.0441 0.0000 0.0000 0.0000 0.0000 2 22 0.0000 0.0000 0.0000 0.0174 0.1183 0.0882 0.2341 0.2387 0.2591 0.0442 0.0000 0.0000 0.0000 0.0000 2 23 0.0000 0.0000 0.0000 0.0173 0.1174 0.0900 0.2348 0.2380 0.2587 0.0438 0.0000 0.0000 0.0000 0.0000 2 24 0.0000 0.0000 0.0000 0.0167 0.1155 0.0885 0.2332 0.2392 0.2625 0.0446 0.0000 0.0000 0.0000 0.0000

2030 VMT by Speed bin (OHSVMT.D) SPEED VMT 1 1 0.0000 0.0003 0.0000 0.0004 0.0006 0.0011 0.0041 0.0126 0.0244 0.0402 0.0439 0.0886 0.0156 0.7682 1 2 0.0007 0.0015 0.0029 0.0018 0.0013 0.0022 0.0091 0.0110 0.0188 0.0321 0.0609 0.1171 0.0826 0.6579 1 3 0.0029 0.0050 0.0051 0.0048 0.0048 0.0120 0.0219 0.0268 0.0351 0.0639 0.0991 0.1534 0.1779 0.3873 1 4 0.0021 0.0047 0.0024 0.0028 0.0058 0.0028 0.0066 0.0114 0.0181 0.0314 0.0519 0.1082 0.0915 0.6604 1 5 0.0006 0.0025 0.0037 0.0021 0.0023 0.0063 0.0076 0.0097 0.0179 0.0376 0.0384 0.0897 0.0184 0.7632 1 6 0.0007 0.0019 0.0036 0.0023 0.0022 0.0043 0.0089 0.0112 0.0192 0.0385 0.0400 0.0883 0.0181 0.7608 1 7 0.0012 0.0051 0.0030 0.0023 0.0062 0.0059 0.0063 0.0094 0.0192 0.0388 0.0397 0.0881 0.0194 0.7553 1 8 0.0013 0.0057 0.0026 0.0029 0.0069 0.0043 0.0065 0.0092 0.0192 0.0379 0.0387 0.0891 0.0183 0.7575 1 9 0.0007 0.0024 0.0037 0.0022 0.0022 0.0043 0.0101 0.0099 0.0190 0.0372 0.0376 0.0891 0.0184 0.7635 1 10 0.0006 0.0023 0.0037 0.0020 0.0021 0.0041 0.0099 0.0095 0.0183 0.0363 0.0363 0.0890 0.0185 0.7672 1 11 0.0011 0.0045 0.0027 0.0017 0.0055 0.0053 0.0056 0.0081 0.0207 0.0328 0.0355 0.0903 0.0554 0.7308 1 12 0.0011 0.0043 0.0025 0.0017 0.0055 0.0047 0.0054 0.0090 0.0220 0.0296 0.0372 0.1097 0.0722 0.6951 1 13 0.0000 0.0010 0.0016 0.0024 0.0022 0.0017 0.0059 0.0138 0.0173 0.0342 0.0334 0.0904 0.0263 0.7697 1 14 0.0000 0.0000 0.0000 0.0000 0.0008 0.0002 0.0040 0.0131 0.0247 0.0369 0.0364 0.0876 0.0160 0.7802 1 15 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0018 0.0155 0.0265 0.0348 0.0404 0.0870 0.0160 0.7780 1 16 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0004 0.0162 0.0251 0.0326 0.0402 0.0869 0.0161 0.7826 1 17 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0150 0.0226 0.0313 0.0379 0.0859 0.0163 0.7911 1 18 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0132 0.0199 0.0287 0.0330 0.0852 0.0166 0.8034 1 19 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0137 0.0205 0.0307 0.0365 0.0862 0.0164 0.7961 1 20 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0145 0.0217 0.0326 0.0400 0.0869 0.0161 0.7881 1 21 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0151 0.0227 0.0330 0.0407 0.0872 0.0161 0.7851 1 22 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0172 0.0258 0.0355 0.0455 0.0879 0.0158 0.7723 1 23 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0007 0.0173 0.0271 0.0363 0.0471 0.0879 0.0157 0.7679 1 24 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0027 0.0162 0.0283 0.0397 0.0466 0.0881 0.0156 0.7628 2 1 0.0001 0.0014 0.0021 0.0248 0.0717 0.1152 0.2733 0.2217 0.2515 0.0381 0.0000 0.0000 0.0000 0.0000 2 2 0.0046 0.0131 0.0202 0.0539 0.1142 0.1402 0.2257 0.1803 0.2143 0.0335 0.0000 0.0000 0.0000 0.0000 2 3 0.0080 0.0382 0.0347 0.0666 0.1209 0.1410 0.2098 0.1531 0.1940 0.0336 0.0000 0.0000 0.0000 0.0000 2 4 0.0022 0.0190 0.0234 0.0598 0.1189 0.1468 0.2188 0.1712 0.2043 0.0357 0.0000 0.0000 0.0000 0.0000 2 5 0.0001 0.0039 0.0154 0.0448 0.1078 0.1375 0.2476 0.1903 0.2137 0.0390 0.0000 0.0000 0.0000 0.0000 2 6 0.0001 0.0020 0.0118 0.0379 0.0948 0.1315 0.2615 0.2012 0.2190 0.0401 0.0000 0.0000 0.0000 0.0000 2 7 0.0002 0.0094 0.0187 0.0454 0.1076 0.1408 0.2437 0.1848 0.2097 0.0397 0.0000 0.0000 0.0000 0.0000 2 8 0.0002 0.0131 0.0162 0.0491 0.1066 0.1417 0.2427 0.1847 0.2068 0.0390 0.0000 0.0000 0.0000 0.0000


2 9 0.0001 0.0027 0.0123 0.0409 0.0992 0.1339 0.2605 0.2002 0.2101 0.0402 0.0000 0.0000 0.0000 0.0000 2 10 0.0001 0.0037 0.0137 0.0440 0.1088 0.1333 0.2549 0.1973 0.2046 0.0396 0.0000 0.0000 0.0000 0.0000 2 11 0.0002 0.0100 0.0175 0.0464 0.1102 0.1425 0.2441 0.1832 0.2076 0.0384 0.0000 0.0000 0.0000 0.0000 2 12 0.0002 0.0094 0.0169 0.0414 0.0995 0.1459 0.2487 0.1862 0.2128 0.0391 0.0000 0.0000 0.0000 0.0000 2 13 0.0000 0.0007 0.0031 0.0332 0.0897 0.1313 0.2715 0.2157 0.2146 0.0402 0.0000 0.0000 0.0000 0.0000 2 14 0.0000 0.0000 0.0001 0.0229 0.0683 0.0984 0.2927 0.2447 0.2331 0.0397 0.0000 0.0000 0.0000 0.0000 2 15 0.0000 0.0000 0.0000 0.0238 0.0701 0.0843 0.2982 0.2572 0.2252 0.0411 0.0000 0.0000 0.0000 0.0000 2 16 0.0000 0.0000 0.0000 0.0237 0.0695 0.0816 0.2989 0.2603 0.2242 0.0418 0.0000 0.0000 0.0000 0.0000 2 17 0.0000 0.0000 0.0000 0.0238 0.0699 0.0821 0.2976 0.2553 0.2299 0.0414 0.0000 0.0000 0.0000 0.0000 2 18 0.0000 0.0000 0.0000 0.0258 0.0757 0.0823 0.3026 0.2519 0.2210 0.0407 0.0000 0.0000 0.0000 0.0000 2 19 0.0000 0.0000 0.0000 0.0231 0.0678 0.0762 0.2927 0.2599 0.2365 0.0437 0.0000 0.0000 0.0000 0.0000 2 20 0.0000 0.0000 0.0000 0.0232 0.0683 0.0788 0.2921 0.2521 0.2430 0.0425 0.0000 0.0000 0.0000 0.0000 2 21 0.0000 0.0000 0.0000 0.0274 0.0806 0.0879 0.3040 0.2322 0.2301 0.0378 0.0000 0.0000 0.0000 0.0000 2 22 0.0000 0.0000 0.0000 0.0240 0.0707 0.0867 0.2969 0.2428 0.2396 0.0394 0.0000 0.0000 0.0000 0.0000 2 23 0.0000 0.0000 0.0000 0.0239 0.0703 0.0883 0.2966 0.2427 0.2391 0.0391 0.0000 0.0000 0.0000 0.0000 2 24 0.0000 0.0000 0.0000 0.0231 0.0675 0.0893 0.2913 0.2466 0.2420 0.0403 0.0000 0.0000 0.0000 0.0000

2030 VMT by Facility Type (KYFVMT.D) VMT BY FACILITY 1 0.493 0.379 0.097 0.031 0.515 0.361 0.096 0.028 0.526 0.355 0.091 0.029 0.505 0.371 0.093 0.031 0.490 0.383 0.094 0.033 0.489 0.386 0.091 0.034 0.475 0.396 0.093 0.035 0.478 0.394 0.093 0.035 0.492 0.383 0.091 0.034 0.495 0.379 0.093 0.033 0.508 0.370 0.089 0.032 0.532 0.355 0.082 0.032 0.531 0.354 0.085 0.031 0.513 0.366 0.090 0.031 0.503 0.373 0.092 0.032 0.519 0.362 0.088 0.031 0.542 0.344 0.085 0.029 0.569 0.321 0.082 0.027 0.579 0.318 0.074 0.029 0.555 0.335 0.080 0.029 0.508 0.362 0.101 0.028 0.491 0.380 0.098 0.031


0.476 0.391 0.101 0.032 0.474 0.395 0.099 0.033 ... identical distribution for all veh.types with the exception of diesel transit buses 26 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004

2030 VMT by Facility Type (OHFVMT.D) VMT BY FACILITY 1 0.397 0.484 0.100 0.020 0.419 0.463 0.099 0.018 0.433 0.454 0.094 0.019 0.415 0.468 0.096 0.021 0.401 0.481 0.096 0.022 0.398 0.487 0.092 0.023 0.388 0.494 0.094 0.024 0.391 0.491 0.094 0.024 0.405 0.480 0.093 0.023 0.409 0.474 0.095 0.022 0.422 0.465 0.091 0.022


0.442 0.452 0.085 0.022 0.442 0.449 0.088 0.021 0.425 0.461 0.093 0.021 0.418 0.466 0.094 0.022 0.434 0.455 0.090 0.021 0.456 0.436 0.087 0.020 0.488 0.408 0.086 0.019 0.490 0.414 0.077 0.019 0.463 0.434 0.083 0.020 0.423 0.454 0.104 0.019 0.401 0.478 0.100 0.021 0.388 0.488 0.103 0.021 0.384 0.494 0.100 0.022 ... identical distribution for all veh.types with the exception of diesel transit buses 26 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.010 0.949 0.035 0.002 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004 0.003 0.963 0.030 0.004

2030 MOBILE6.2 Output Report (KY.RPT) *************************************************************************** * MOBILE6.2.03 (24-Sep-2003) *


* Input file: KY.SCN (file 1, run 1). * *************************************************************************** * post 1999, KY counties of Boone, Campbell and Kenton * Reading Registration Distributions from the following external * data file: KYREG.D * Reading Hourly VMT distribution from the following external * data file: KYHVMT.D * Reading Hourly, Roadway, and Speed VMT dist. from the following external * data file: KYSVMT.D * Reading Hourly Roadway VMT distribution from the following external * data file: KYFVMT.D Reading User Supplied ROADWAY VMT Factors M616 Comment: User has supplied post-1999 sulfur levels. M601 Comment: User has enabled STAGE II REFUELING. * # # # # # # # # # # # # # # # # # # # # # # # # # * * File 1, Run 1, Scenario 1. * # # # # # # # # # # # # # # # # # # # # # # # # # *** I/M credits for Tech1&2 vehicles were read from the following external data file: TECH12.D M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: 2030 Month: July Altitude: Low Minimum Temperature: 66.0 (F) Maximum Temperature: 89.0 (F) Absolute Humidity: 75. grains/lb Fuel Sulfur Content: 30. ppm Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: Yes Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All) ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution: 0.2827 0.4375 0.1493 0.0362 0.0003 0.0022 0.0867 0.0051 1.0000 ----------------------------------------------------------------------------------------------------------------------


Composite Emission Factors (g/mi): Composite VOC : 0.214 0.274 0.395 0.305 0.242 0.044 0.108 0.225 2.15 0.279 Composite CO : 4.35 5.19 6.14 5.43 6.51 0.584 0.349 0.254 16.00 4.756 Composite NOX : 0.209 0.323 0.484 0.364 0.196 0.033 0.154 0.741 1.35 0.351 ---------------------------------------------------------------------------------------------------------------------- Veh. Type: GasBUS URBAN SCHOOL ------ ------ ------ VMT Mix: 0.0001 0.0010 0.0019 ---------------------------------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC : 0.451 0.256 0.274 Composite CO : 13.32 0.350 0.384 Composite NOX : 0.426 0.773 1.472 ----------------------------------------------------------------------------------------------------------------------

2030 MOBILE6.2 Output Report (OH.RPT) *************************************************************************** * MOBILE6.2.03 (24-Sep-2003) * * Input file: OH.SCN (file 2, run 1). * *************************************************************************** * Reading Hourly VMT distribution from the following external * data file: OHHVMT.D * Reading Hourly, Roadway, and Speed VMT dist. from the following external * data file: OHSVMT.D * Reading Hourly Roadway VMT distribution from the following external * data file: OHFVMT.D Reading User Supplied ROADWAY VMT Factors * Reading Registration Distributions from the following external * data file: OHREG.D * Reading ASM I/M Test Credits from ASMDATA.D * Reading non-default I/M CUTPOINTS from the following external * data file: CUTPOINT.D M616 Comment: User has supplied post-1999 sulfur levels. M601 Comment: User has enabled STAGE II REFUELING. * # # # # # # # # # # # # # # # # # # # # # # # # # * * File 2, Run 1, Scenario 1. * # # # # # # # # # # # # # # # # # # # # # # # # # *** I/M credits for Tech1&2 vehicles were read from the following external data file: TECH12.D M 48 Warning:


there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: 2030 Month: July Altitude: Low Minimum Temperature: 63.9 (F) Maximum Temperature: 87.7 (F) Absolute Humidity: 75. grains/lb Nominal Fuel RVP: 9.0 psi Weathered RVP: 9.1 psi Fuel Sulfur Content: 30. ppm Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No Ether Blend Market Share: 0.001 Alcohol Blend Market Share: 0.419 Ether Blend Oxygen Content: 0.027 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: Yes Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All) ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution: 0.2852 0.4368 0.1483 0.0359 0.0003 0.0022 0.0862 0.0051 1.0000 ---------------------------------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC : 0.217 0.274 0.394 0.304 0.304 0.044 0.111 0.232 2.66 0.285 Composite CO : 4.35 5.21 6.12 5.44 7.36 0.578 0.351 0.256 15.70 4.792 Composite NOX : 0.106 0.189 0.308 0.219 0.192 0.031 0.146 0.703 1.31 0.233 ---------------------------------------------------------------------------------------------------------------------- Veh. Type: GasBUS URBAN SCHOOL ------ ------ ------ VMT Mix: 0.0001 0.0010 0.0019 ---------------------------------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC : 0.603 0.253 0.283 Composite CO : 14.82 0.345 0.387 Composite NOX : 0.417 0.770 1.396 ----------------------------------------------------------------------------------------------------------------------

2030 Output Report-Daily Air Quality Impact


DAILY AIR QUALITY IMPACT FOR OKI REGION SUMMARY 26-MAY-04 ================================================================================================================ Network Network Vehicle VOC CO NOX Summer County Road Miles Lane Miles Miles (Tons/Day) (Tons/Day) (Tons/Day) VMT ================================================================================================================ Boone County 231.36 656.01 6606001 2.167 34.633 2.726 7045668 Butler County 582.18 1536.08 10432523 3.448 55.107 2.819 10974179 Campbell County 194.92 521.43 2690940 0.885 14.107 1.114 2878757 Clermont County 419.53 990.41 6568065 2.196 34.694 1.795 6989794 Dearborn County 168.41 411.18 2444943 0.814 12.915 0.666 2591993 Hamilton County 1025.37 3106.72 24731430 8.274 130.638 6.764 26337204 Kenton County 227.51 640.54 5125651 1.685 26.872 2.120 5480314 Warren County 391.95 1003.37 9078277 3.048 47.954 2.492 9703604 Montgomery Cnty 0.00 0.00 0 0.000 0.000 0.000 0 Greene County 0.00 0.00 0 0.000 0.000 0.000 0 Miami County 0.00 0.00 0 0.000 0.000 0.000 0 Clark County 0.00 0.00 0 0.000 0.000 0.000 0 Clinton County 0.00 0.00 0 0.000 0.000 0.000 0 Preble County 0.00 0.00 0 0.000 0.000 0.000 0 ================================================================================================================ State ================================================================================================================ Indiana 168.41 411.18 2444943 0.814 12.915 0.666 2591993 Kentucky 653.78 1817.98 14422593 4.738 75.612 5.960 15404740 Ohio - OKI 2419.03 6636.58 50810296 16.966 268.394 13.870 54004780 Ohio - MVRPC 0.00 0.00 0 0.000 0.000 0.000 0 Ohio - Other 0.00 0.00 0 0.000 0.000 0.000 0 ================================================================================================================ Region 3241.22 8865.74 67677832 22.518 356.921 20.496 72001504 ================================================================================================================ Intra-Zonal VMT ================================================================================================================ Indiana 25685 0.008 0.136 0.007 Kentucky 71877 0.022 0.377 0.028 Ohio - OKI 191967 0.060 1.014 0.049 Ohio - MVRPC 0 0.000 0.000 0.000 ================================================================================================================ Total Intra-Zonal 289529 0.090 1.527 0.084 ================================================================================================================ Transit VMT ================================================================================================================ Indiana 0 0.000 0.000 0.000 Kentucky 12701 0.004 0.005 0.011 Ohio - OKI 39727 0.005 0.015 0.034 Ohio - MVRPC 0 0.000 0.000 0.000 ================================================================================================================ Total Transit 52429 0.009 0.020 0.045 ================================================================================================================


• Note: VMT reflects yearly average daily VMT. Emissions for CO are based on yearly average daily VMT.Emissions for VOC and NOX include a factor to represent summer travel.

Off-Model Benefits

2003 OH Emission Factorsa 2010 OH Emission Factorsa 2020 OH Emission Factorsa 2030 OH Emission Factorsa VOC 1.13 VOC 0.52 VOC 0.23 VOC 0.22 NOx 0.99 NOx 0.40 NOx 0.13 NOx 0.11 2003 KY Emission Factorsa 2010 KY Emission Factorsa 2020 KY Emission Factorsa 2030 KY Emission Factorsa VOC 0.84 VOC 0.44 VOC 0.23 VOC 0.21 NOx 0.96 NOx 0.49 NOx 0.23 NOx 0.20 2010 OH VOC adjustment =b 0.46 2020 OH VOC adjustment =c 0.21 2030 OH VOC adjustment =d 0.19 2010 OH NOx adjustment = 0.40 2020 OH NOx adjustment = 0.13 2030 OH NOx adjustment = 0.11 2010 KY VOC adjustment =b 0.53 2020 KY VOC adjustment =c 0.27 2030 KY VOC adjustment =d 0.25 2010 KY NOx adjustment = 0.51 2020 KY NOx adjustment = 0.24 2030 KY NOx adjustment = 0.21

Unadjusted emission benefits in tons per daye OH KY VOC 0.66 0.22 NOx 0.65 0.28

Adjusted emission benefits in tons per dayf 2010 2020 2030 OH VOC 0.30 0.13 0.13 OH NOx 0.26 0.09 0.07 KY VOC 0.11 0.06 0.05 KY NOx 0.14 0.06 0.06

Total Off-Model Benefits (tons per day)

2010 2020 2030 OH VOC 0.30 0.13 0.13 OH NOx 0.26 0.09 0.07 KY VOC 0.11 0.06 0.05 KY NOx 0.14 0.06 0.06

aLDGV emission factor from MOBILE6.2 in grams per mile. Used to derive adjustment factor b. bcalculated as (2010 emission factor/2003 emission factor) ccalculated as (2020 emission factor/2003 emission factor) dcalculated as (2030 emission factor/2003 emission factor) etotal emission reductions for off-model CMAQ funded projects in OKI's TIP.


Ftotal emission reductions, adjusted for appropriate analysis year

CMAQ "Off-Model" Reductions

Emission Reduction in lbs. Ohio VOC NOx RIDESHARE 1298.19 1287.01 SR125 @ Glen-Este Withamsville 2.74 3.85

SR125 @ White Oak/Lewis/Buctold Lakes 0.68 0.20 SR125 @ Cecilia Dr/Huntsman's Trace 0.08 0.02 Newtown Traffic Signals 4.60 1.40 US127 Windermere and Belmont 0.44 0.23 US42/CR21 Mason Signals 5.70 2.74 Total lbs. Ohio 1312.43 1295.45 Total tons Ohio 0.66 0.65 Kentucky Dixie Hwy (Operational Improvements) 117.00 195.00 RIDESHARE 312.22 309.53 KY8 and Park Av. 0.16 0.26 IdleAire @ I-75 Rest Area 4.17 46.20 KY14 Turn Lane 0.67 1.14 KY338 Turn Lane 0.12 0.20 Total lbs.Kentucky 434.34 552.33 Total tons Kentucky 0.22 0.28

Appendix C Air Quality Conformity Process - oki.org · OKI 2030 Regional Transportation Plan 2004...

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Transcript of Appendix C Air Quality Conformity Process - oki.org · OKI 2030 Regional Transportation Plan 2004...