# Appendix F.1

Point Source Emissions Inventory Documentation

## Point Source Documentation i The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007

## Point Source Documentation ii The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# TABLE OF CONTENTS
1. INTRODUCTION ................................................................................................................ ...... 1
2. 2002 POINT SOURCE INVENTORY DEVELOPMENT ........................................................ 1 2.1 Development of 2002 Actual Point Source Inventory.................................................... 2 2.1.1 Consolidated Emissions Reporting Rule ................................................................ 2 2.1.2 EGU Analysis ......................................................................................................... 3 2.1.3 Summary of the 2002 Actual Inventory.................................................................. 4 2.2 Development of Typical Year EGU Inventory............................................................... 5
3. 2009 POINT SOURCE EMISSIONS INVENTORY DEVELOPMENT.................................. 7 3.1 EGU Emission Projections ............................................................................................. 7 3.1.1 Chronology of the Development of EGU Projections ............................................ 7 3.1.2 VISTAS/MRPO IPM runs for EGU sources .......................................................... 9 3.1.3 Post-Processing of IPM Parsed Files .................................................................... 10 3.1.4 S/L Adjustments to IPM Modeling Results.......................................................... 13 3.1.5 Summary of 2009 EGU Poin t Source Inventory .................................................. 14 3.2 Non-EGU Emission Projections ................................................................................... 16 3.2.1 Growth assumptions for non-EGU sources .......................................................... 17 3.2.2 Control Programs applied to non-EGU sources.................................................... 19 3.2.3 Summary of 2009 non-EGU Point Source Inventory........................................... 21

LIST OF TABLES Table 2.1.3-1 2002 Actual Point Source Inventory for North Carolina......................................... 5 Table 2.2-1 NO x 

# Emissions Comparison for EGUs....................................................................... 6 Table 3.1.4-1 NCDAQ Adjustments to IPM Results for the 2009 EGU Inventory. ................... 14 Table 3.1.5-1 EGU Point Source NOx Emission Comparison for 2002 and 2009...................... 15 Table 3.1.5-2 EGU Point Source VOC Emission Comparison for 2002 and 2009..................... 16 Table 3.2.2-1 Non-EGU Point Source Contro l Programs Included in 2009 Inventory............... 19 Table 3.2.3-1 Non-EGU Point Source NO x 

# Emission Comparison............................................. 21 Table 3.2.3-2 Non-EGU Point Source VOC Emission Comparison. .......................................... 22

## Point Source Documentation iii The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007

## Point Source Documentation 1 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# 1. INTRODUCTION

The attainment modeling for the Charlotte-Gastonia-Rock Hill, North Carolina-South Carolina 8-hour ozone nonattainment area (referred to as the Metrolina area) was performed in conjunction with the regional haze modeling being done by the Southeast Regional Planning Organization, Visibility Improvement State and Tr ibal Association of the Southeast (VISTAS) and the fine particulate matter (PM2.5) and ozone modeling being done by the Association of Southeastern Integrated Planning (ASIP). VISTAS and ASIP are run by the ten Southeast states (Alabama, Florida, Georgia, Kentucky, Mississippi , North Carolina, South Carolina, Tennessee, Virginia and West Virginia). Since the regional haze and PM2.5 modeling uses annual simulations and includes an intermediate year that is the attainment year required for the Metrolina nonattainment area, the North Carolina Division of Air Quality (NCDAQ) decided to use the this modeling for its attainment demonstration.

Although the VISTAS/ASIP developed emission estimates for all pollutants of concern for regional haze, fine particulate matter and ozone, only the emissions inventory discussions relevant to ozone formation, i.e., nitrogen oxides (NOx) and volatile organic compounds (VOCs), will be discussed in this document. The other pollutants will be discussed in detail in the regional haze and fine particulate matter State Implementation Plans (SIPs).



# 2. 2002 POINT SOURCE INVENTORY DEVELOPMENT

This section details the development of the 2002 base year inventory for point sources. There were two major components to the development of the point source sector of the inventory. The first component was the incorporation of data submitted by State and Local (S/L) agencies to the United States Environmental Protection Agency (U SEPA) as part of the Consolidated Emissions Reporting Rule (CERR) requirements. Work on incorporating the CERR data into the revised base year involved: 1) obtaining the data from the USEPA or the S/L agencies, 2) evaluating the emissions and pollutants reported in the CERR submittals, 3) augmenting CERR data with annual emission estimates for primary coarse particulate matter (PM 10 

# -PRI) and PM 2.5 

# -PRI; 4) evaluating the emissions from electric generating units, 5) completing quality assurance reviews for each component of the point source inventory, and 6) updating the database with corrections or new information from S/L agenci es based on their review of the 2002 inventory. This document will not address the augmenting of the particulate matter since these pollutants are not considered an ozone precursor. The remaining processes used to perform the emission inventory development are described in the first portion of this section.

## Point Source Documentation 2 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# The second component was the development of a “t ypical” year inventory for electric generating units (EGUs). The VISTAS/ASIP states determ ined that a typical year EGU inventory was necessary to smooth out any anomalies in emissions from the EGU sector due to meteorology, economic, and outage factors in 2002. This is consistent with the USEPA’s guidance for SIP modeling. The typical year EGU inventory is intended to represent the five-year (2000-2004) period that will be used for the attainment demonstration for the PM2.5 and ozone SIPs, and to determine the regional haze reasonable progress goals. The second part of this section discusses the development of the typical year EGU inventory.

A list of sources located in the Metrolina nonattainment area, as well as the average daily peak ozone season emissions can be found in Appendix E.

2.1 Development of 2002 Actual Point Source Inventory

VISTAS/ASIP contracted with MACTEC to develop the 2002 emission inventory. NCDAQ submitted the most updated statewide emission inventory to the contractor with the exception of the emissions from the three local programs. For the three local programs, Forsyth, Mecklenburg, and Buncombe Counties, the CERR submittal from the USEPA was used. Once all of the files were obtained, MACTEC ran th e files through the USEPA’s Nationa Emissions Inventory (NEI) Input Format (NIF) Basic Format and Content checking tool to ensure that the files were submitted in standard NIF format and that there were no referential integrity issues with those files.

The primary task in preparing the 2002 base year inventory was the incorporation of corrections and new information as submitted by the S/L agencies based on their review of the previous draft versions of the inventory. The following subsections document the data sources for the inventory, the checks made on the CERR submittals, the evaluation of EGU emissions, and other quality assurance/quality control (QA/QC) checks. The final subsection summarizes the 2002 NOx and VOC inventory by sector (EGU and non-EGU).

Throughout the development of the point sour ce emissions inventory, the NCDAQ completed detailed reviews of the inventories prepared by the VISTAS/ASIP contractor and provided comments and data corrections when needed.

2.1.1 Consolidated Emissions Reporting Rule The CERR was published in the Federal Register on Monday, June 10, 2002 (FR Volume 67, Number 111, pp 39602 - 39616). This brief summary is provided as a quick introduction to the CERR and covers the major items in the rule.

## Point Source Documentation 3 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# The purpose of the CERR is to simplify reporting, offer options for data collection and exchange, and unify reporting dates for various categories of criteria pollutant emission inventories. The rule applies to S/L agencies. Previous reporting requirements have, at times, forced reporting agencies into inefficient collecting and reporting activities. This rule consolidates the emission inventory reporting requirements found in va rious parts of the Clean Air Act (CAA). Consolidation of reporting requirements will enable S/L agencies to better explain to program managers and the public the necessity for a consistent inventory program, increases the efficiency of the emission inventory program, a nd provide more consistent and uniform data.

States are required to prepare a comprehensive statewide inventory every three years. The first inventory was for the year 2002 and was due J une 1, 2004. This CERR inventory was used for the VISTAS/ASIP 2002 base year.

2.1.2 EGU Analysis MACTEC made a comparison of the annual sulfur dioxide (SO2) and NO x 

# emissions for EGUs as reported in the S/L agencies CERR submittals and the data from the USEPA’s Clean Air Markets Division (CAMD) continuous emission monitoring (CEM) database to identify any outstanding discrepancies. Facilities report hourly CEM data to the USEPA for units that are subject to CEM reporting requirements of the NOx SIP Call rule and Title IV of the CAA. The USEPA sums the hourly CEM emissions to the annual level, and MACTEC compared these annual CEM emissions to those in the S/L i nventories. The 2002 CEM inventory containing NOx and SO2 emissions and heat input data we re downloaded from the USEPA CAMD web site ( www.epa.gov/airmarkets ). The data were provided by quarter and emission unit.

The first step in the EGU analysis involved preparing a crosswalk file to match facilities and units in the CAMD inventory to facilities and units in the S/L inventories. In the CAMD inventory, the Office of Regulatory Informati on Systems (ORIS) identification (ID) code identifies unique facilities and the unit ID identifies unique boilers and internal combustion engines (i.e., turbines and reciprocating engines) . In the North Carolina point source emissions inventories, the State and county code (FIPS code ) and State facility ID together identify unique facilities and the emission unit ID identifies unique boilers or internal combustion engines. In most cases, there is a one-to-one correspondence between the CAMD identifiers and the S/L identifiers. However, in some of the S/L inventories, the emissions for multiple emission units are summed and reported under one emission unit ID. MACTEC created an Excel spreadsheet that contained an initial crosswalk with the ORIS ID and unit ID in the CEM inventory matched to the State and county FIPS, State facility ID, and emission unit ID in the emissions inventories. The initial crosswalk contained both the annual emissions summed from the CAMD database, as

## Point Source Documentation 4 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# well as, the S/L emission estimate. The matching at the facility level was nearly complete. In some cases, however, S/L agencies or stakeholders’ assistance was needed to match some of the CEM units to emission units in the S/L inventories.

The second step in the EGU analysis was to prepare an Excel spreadsheet that compared the annual emissions from the hourly CAMD inventory to the annual emissions reported in the S/L inventory. The facility-level comparison of CE M to emission inventory NOx and SO2 emissions found that for most facilities, the annual emissions from the S/L inventory equaled the CAMD CEM emissions. Minor differences could be explai ned because the facility in the S/L inventory contained additional small or emergency units that were not included in the CAMD database.

The final step in the EGU analysis was to compare the SO2 and NOx emissions for select Southern Company units in the VISTAS/ASIP region. Southern Company is a super-regional company that owns EGUs in four VISTAS/ASI P States – Alabama, Florida, Georgia, and Mississippi – and participates in VISTAS as an industry stakeholder. Southern Company independently provided emission estimates for 2002 as part of the development of the preliminary VISTAS 2002 inventory. Emission es timates were reviewed by the States and incorporated into the States CERR submittal. There were no major inconsistencies between the Southern Company data, the CAMD data, and the S/L CERR data.

The minor inconsistencies found included small differences in emission estimates (<2 percent difference), exclusion/inclusion of small gas-fire d units in the different databases, and grouping of emission units in S/L CERR submittals where CAMD listed each unit individually. MACTEC compared SO 2 

# and NO x 

# emissions on a unit-by-unit basis and did not find any major inconsistencies.

2.1.3 Summary of the 2002 Actual Inventory Tables 2.1.3-1 summarize the final 2002 actual base year inventory for North Carolina. All values are in tons per year. The EGU emissions include the emissions from all processes with a Source Classification Code (SCC) of either 1- 01-xxx-xx (External Combustion Boilers – Electric Generation) or 2-01-xxx-xx (Internal Combustion Engines – Electric Generation). Emissions for all other SCCs are included in the non-EGU column.

## Point Source Documentation 5 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# Table 2.1.3-1 2002 Actual Point Source Inventory for North Carolina

State All Point Sources EGUs Non-EGUs

SO2 522,113 477,990 44,123

NOx 196,782 151,854 44,928

VOC 62,170 988 61,182

CO 64,461 13,885 50,576

PM 10 

# -PRI 36,592 22,754 13,838

PM 2.5 

# -PRI 26,998 16,498 10,500

NH 3 

# 1,234 54 1,180

2.2 Development of Typical Year EGU Inventory
VISTAS/ASIP developed a typical year 2002 emi ssion inventory for EGUs to avoid anomalies in emissions due to variability in meteorology, economic, and outage factors in 2002. The typical year inventory represents the five y ear (2000-2004) period, which are the years used to calculate the average design value.

Data from the USEPA’s CAMD were used to develop normalization factors for producing a 2002 typical year inventory for EGUs. The VIST AS/ASIP contractor used the ratio of the 2000-2004 average heat input and the 2002 actual heat input to normalize the 2002 actual emissions. MACTEC obtained data from the USEPA CAMD for utilities regulated by the Acid Rain program. Annual data for the period 2000 to 2004 were obtained from the CAMD web site. The parameters available were the SO2 and NOx emission rates, heat input, and operating hours.

MACTEC used the actual 2002 heat input and the av erage heat input for the 5-year period from 2000-2004 as the normalization factor, as follows:

Normalization Factor: 2000-2004 average heat input 2002 actual heat input

If the unit did not operate for all five years, then the 2000-2004 average heat input was calculated for the one or two years in which the unit did operate. The annual actual emissions were multiplied by the normalization factor to determine the typical emissions for 2002, as follows:

## Point Source Documentation 6 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# Typical Emissions = 2002 actual emissions x Normalization Factor

After applying the normalization factor, some adjustments were needed for special circumstances. For example, a unit may not have operated in 2002 and thus have zero emissions. If the unit had been permanently retired prio r to 2002, then MACTEC used zero emissions for the typical year. If the unit had not been permanently retired and would normally operate in a typical year, then MACTEC used the 2001 (or 2000) heat input and emission rate to calculate the typical year emissions.

The final step was to replace the 2002 actual emissions with the 2002 typical year data described above. MACTEC provided the raw data and results of the typical year calculations in a spreadsheet for S/L agency to review and comment. Any comments made were incorporated into the typical 2002 inventory.

Table 2.2-1 summarizes emissions by State and po llutant for the actual 2002 EGU inventory and the typical year EGU inventory. For the entir e VISTAS region, actual 2002 NOx emissions were about 0.1 percent lower than the typical year emissions. North Carolina’s actual 2002 NOx emissions were 2.0 percent higher than the typical year emissions.

Table 2.2-1 NO x 

# Emissions Comparison for EGUs
NO x 

## Emissions (tons/year)

State Actual 2002 Typical 2002 Percentage Difference

AL 161,038 154,704 3.9

FL 257,677 282,507 -9.6

GA 147,517 148,126 -0.4

KY 198,817 201,928 -1.6

MS 43,135 40,433 6.3

NC 151,854 148,812 2.0

SC 88,241 88,528 -0.3

TN 157,307 152,137 3.3

VA 86,886 85,081 2.1

WV 230,977 222,437 3.7

## Point Source Documentation 7 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# 3. 2009 POINT SOURCE EMISSIONS INVENTORY DEVELOPMENT

Different approaches were used for different sectors of the point source inventory. For the EGUs, VISTAS/ASIP relied primarily on the Integrated Planning Model ® 

# (IPM) to project future generation, as well as, to calculate the impact of future emission control programs. The IPM results were adjusted based on S/L agency knowledge of planned emission controls at specific EGUs. For non-EGUs, VISTAS/ASIP used recently updated growth and control data consistent with the data used in the USEPA’s Clean Air Interstate Rule (CAIR) analyses, and supplemented these data with available S/L agency input and updated fuel use forecast data for the United States Department of Energy.

For both sectors, VISTAS/ASIP generated 2009 inve ntory with control scenarios that account for post-2002 emission reductions from promulgated a nd proposed federal, State, local, and sitespecific control programs as of July 1, 2004. S ection 3.1 discusses the EGU projection inventory development, while Section 3.2 discusses the non-EGU projection inventory development.

3.1 EGU Emission Projections
The following subsections discuss the aspects of the development of the EGU projections.

• A chronology of the EGU development process used by MACTEC and discuss key decisions in selecting the final methods for performing the emissions projections.

• The development of the final set of IPM runs that are included in the VISTAS/ASIP 2009 inventory.

• The process of transforming the IPM parsed files into NIF format.

• The process for ensuring that units accounted for in IPM were not double-counted in the non-EGU inventory.

• The QA/QC checks that were made to ensure that the IPM results were properly incorporated into the VISTAS/ASIP inventory.

• The changes to the IPM results that S/L agencies requested be included in the VISTAS/ASIP inventory based on new inform ation that was not accounted for in the IPM runs.

• Summary of 2002 and 2009 EGU emissions by state for NOx and VOC

3.1.1 Chronology of the Development of EGU Projections Initially, VISTASASIP considered three options for developing the 2009 projection inventory for EGUs:

## Point Source Documentation 8 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 • 

# Option 1 – Use the results of IPM modeling conducted in support of the proposed CAIR base and control case analyses as the starting point and refine the projections with readily available inputs from stakeholders; these IPM runs were conducted for 2010, which VISTAS would use to represent projected emissions in 2009.

• 

# Option 2 – Use the VISTAS/ASIP 2002 typical y ear as the starting point, apply growth factors from the Energy Information Administra tion, and refine future emission rates with stakeholder input regarding utilization rates, capacity, retirements, and new unit information.

• 

# Option 3 – Use the results of a new round of IPM modeling sponsored by VISTAS and the Midwest Regional Planning Organization (MRPO). These runs incorporated VISTAS specific unit and regulation modified parameters, and generate results for 2009 explicitly.

An additional consideration for each of the three options was the inclusion of emission projections developed by the Southern Company specifically for their units. Southern Company is a super-regional company that owns EGUs in Alabama, Florida, Georgia, and Mississippi and participates in VISTAS as an industry stake holder. Southern Company used their energy budget forecast to project net generation and heat input for every existing and future Southern Company EGU for the year 2009. Further documentation of how Southern Company generated the 2009 inventory for their units can be found in Developing Southern Company Emissions and Flue Gas Characteristics for VISTAS Regional Haze Modeling (April 2005, presented at 14 th 

# International Emission Inventory Conference)

.
Each of these three options and the Southern Company projections were discussed in a series of conference calls with the VISTAS EGU Special Interest Work Group (SIWG) during the fall of 2004. During a conference call on December 6, 2004, the VISTAS EGU SIWG approved the use of the latest VISTAS/MRPO sponsored IPM runs (Option 3) to represent 2009 EGU forecasts of emissions the future year cases.

The Option 3 IPM modeling resulted from a joint agreement by VISTAS and MRPO to work together to develop future year utility emissions based on IPM modeling. The decision to use IPM modeling was based in part on a study of utility forecast methods by E.H. Pechan and Associates, Inc. (Pechan) for MRPO, which recommended IPM as a viable methodology (see Electricity Generating Unit {EGU} Growth Modeling Method Task 2 Evaluation , February 11, 2004). Although the USEPA used IPM recently to support their rulemaking for the CAIR, VISTAS stakeholders felt that certain model i nputs needed to be improved. Thus, VISTAS and

## Point Source Documentation 9 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# MRPO decided to hire contractors to conduct new IPM modeling and to post-process the IPM results. Southern Company projections in 2009 were roughly comparable with IPM.

In August 2004, VISTAS/ASIP contracted with ICF to run IPM to provide utility forecasts for 2009 under two future scenarios – Base Case and CAIR Case. The Base Case represents the current operation of the power system under currently known laws and regulations, including those that come into force in the study horizon. The CAIR Case is the Base Case with the proposed CAIR rule superimposed. The run results were parsed at the unit level for 2009. The IPM output files were delivered by ICF in November, and the post-processed data files were delivered by Pechan in December 2004. Only the CAIR case was used in the final 2009 modeling.

On March 10, 2005, the USEPA issued the final CAIR. VISTAS and MRPO, in conjunction with other RPOs, conducted another round of IPM modeling, which reflected changes to control assumptions based on the final CAIR as well as additional changes to model inputs based on S/L agency and stakeholder comments. Several conference calls were conducted in the spring/summer of 2005 to discuss and provide comments on IPM assumptions related to six main topics: power system operation, generating re sources, emission control technologies, set-up parameters and rule, financial assumptions, and fuel assumptions.

For the summer 2006 set of IPM runs, ICF generate d two different parsed files. One file includes all fuel burning units (fossil, biomass, landfill gas), as well as, non-fuel burning units (hydro, wind, etc.). The second file contains ju st the fossil-fuel burning units (e.g., emissions from biomass and landfill gas are omitted). The RPOs decided to use the fossil-only file for modeling to be consistent with the USEPA, since the USEPA used the fossil only results for CAIR analyses. For the 10 VISTAS states, non-fossil fuels accounted for only 0.13 percent of the NOx emissions and 0.04 percent of the SO2 emissions in the 2009 IPM runs

VISTAS/ASIP asked S/L agencies to review the results of the summer 2006 set of IPM runs, which were incorporated into the VISTAS inventory. The NCDAQ primarily reviewed and commented on the IPM results with respect to IPM decisions on NOx post-combustion controls and SO2 scrubbers.

3.1.2 VISTAS/MRPO IPM runs for EGU sources The following summary of the VISTAS/MRPO IPM ® 

# modeling is based on ICF’s documentation Future Year Electricity Generating Sector Emission Inventory Development Using the IPM ® 

# in Support of Fine Particulate Mass and Visibility Modeling in the VISTAS and

## Point Source Documentation 10 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# Midwest RPO Regions , April 2005. The ICF documentation is to be used as an extension to EPA's proposed CAIR modeling runs documented in Documentation Supplement for EPA Modeling Applications (V.2.1.6) Using the IPM , EPA 430/R-03-007, July 2003.

IPM provides “forecasts of least-cost capacity expansion, electricity dispatch, and emission control strategies for meeting energy demand a nd environmental, transmission, dispatch, and reliability constraints.” The underlying database in this modeling is USEPA’s National Electric Energy Data System (NEEDS) released with the CAIR Notice of Data Availability (NODA). The NEEDS database contains the existing and planned/committed unit data in the USEPA modeling applications of IPM. NEEDS includes basic geographic, operating, air emissions, and other data on these generating units. VISTAS St ates and stakeholders provided changes for:

• NO x 

# post-combustion control on existing units

• SO 2 

# scrubbers on existing units

• SO 2 

# emission limitations

• PM controls on existing units

• Summer net dependable capacity

• Heat rate for existing units

• SO 2 

# and NO x 

# control plans based on State rules or enforcement settlements

The years 2009 and 2018 were explicitly modeled in this set of runs.

3.1.3 Post-Processing of IPM Parsed Files The following summary of the VISTAS/MRPO IPM modeling is based on Pechan’s documentation LADCO IPM Model Parsed File Post-Processing Methodology and File Preparation , February 8, 2005. The essence of the IPM model post-processing methodology is to take an initial IPM model output file and tran sform it into air quality model input files. ICF via VISTAS/MRPO provided an initial spreadsheet file containing unit-level records of both (1) “existing” units and (2) committed or new generic aggregates.

All records have unit and fuel type data; existing, retrofit (for SO2 and NOx), and separate NOxcontrol information; annual SO2 and NOx emissions and heat input; summer season (MaySeptember) NOx and heat input; July day NOx and heat input; coal heat input by coal type; nameplate capacity (MW), and State FIPS code. Existing units also have county FIPS code, a unique plant identifier (ORISPL) and unit ID (als o called boiler ID) (BLRID); generic units do

## Point Source Documentation 11 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# not have these data. The processing includes estimating various types of emissions and adding in control efficiencies, stack parameters, latitude-long itude coordinates, and State identifiers (plant ID, point ID, stack ID, process ID). Additionally, the generic units are sited in a county and given appropriate IDs. This processing is described in more detail below.

The data are prepared by transforming the generic aggregates into units similar to the existing units in terms of the available data. The generic aggregates are split into smaller generic units based on their unit types and capacity, are provided a dummy ORIS unique plant and boiler ID, and are given a county FIPS code based on an algorithm that sites each generic by assigning a sister plant that is in a county based on its attainment/nonattainment status. Within a State, plants (in county then ORIS plant code order) in attainment counties are used first as sister sites to generic units, followed by plants in PM2.5 nonattainment counties, followed by plants in 8-hour ozone nonattainment counties. Note that no LADCO or VISTAS States provided blackout counties that would not be considered when siting generics, so this process is identical to the one used for the USEPA IPM post-processing.

SCCs were assigned for all units; unit/fuel/firing/bottom type data were used for existing units’assignments, while only unit and fuel type were used for generic units’ assignments. Latitudelongitude coordinates were assigned, first using the USEPA-provided data files, secondly using the September 17, 2004 Pechan in-house latitude-longitude file, and lastly using county centroids. These data were only used when the data were not provided in the 2002 NIF files. Stack parameters were attached, first using th e USEPA-provided data files, secondly using a March 9, 2004 Pechan in-house stack parameter file based on previous EIA-767 data, and lastly using an USEPA June 2003 SCC-based default stack parameter file. These data were only used when the data were not provided in the 2002 NIF files.

Additional data were required for estimating VOC, CO, filterable primary PM 10 

# and PM2.5, PM condensable, and NH 3 

# emissions for all units. Thus, ash and sulfur contents were assigned by first using 2002 EIA-767 values for existing units or SCC-based defaults; filterable PM10 and PM2.5 efficiencies were obtained from th e 2002 EGU NEI that were based on 2002 EIA-767 control data and the PM Calculator program (a default of 99.2 percent is used for coal units if necessary); fuel use was back calculated from th e given heat input and a default SCC-based heat content; and emission factors were obtained fr om an USEPA-approved October 7, 2004 Pechan emission factor file based on AP-42 emission factors. Note that this updated file is not the one used for estimating emissions for previous USEPA post-processed IPM files. Emissions for 28 temporal-pollutant combinations were estimated since there are seven pollutants (VOC, CO,

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# primary PM 10 

# and PM 2.5 

# , NH 3 

# , SO 2 

# and NO x 

# ) and four temporal periods (annual, summer season, winter season, July day).

The next step was to match the IPM unit ID s with the identifiers in VISTAS/ASIP 2002 inventory. A crosswalk file was used to obtain FIPS State and county, plant ID (within State and county), and point ID. If the FIPS State and county, plant ID and point ID are in the 2002 VISTAS NIF tables, then the process ID and st ack ID are obtained from the NIF; otherwise, defaults, described above, were used.

Pechan provided the post-processed files in NIF 3.0 format. Two sets of tables were developed: “NIF files” for IPM units that have a crosswalk match and are in the 2002 VISTAS inventory, and “NoNIF files” for IPM units that are not in the 2002 VISTAS inventory (which includes existing units with or without a crosswalk match as well as generic units).

For the 2009 projections, VISTAS/ASIP states reviewed the PM and NH 3 

# emissions from EGUs as provided by Pechan and identified significantly higher emissions in 2009 than in 2002. It was determined that Pechan used a set of PM and NH 3 

# emission factors that are “the most recent USEPA approved uncontrolled emission factors” for estimating 2009 emissions. These factors are most likely not the same emission factors used by States for estimating these emissions in 2002 for EGUs in the VISTAS/ASIP region. Thus, the emission increase from 2002 to 2009 was simply an artifact of the change in emission fact or, not anything to do with changes in activity or control technology application. Also, VISTAS/ASI P states identified an inconsistent use of SCCs for determining emission factors between the base and future years. The resolution of the PM and NH 3 

# problem is fully documented in EGU Emission Factors and Emission Factor Assignment, memorandum from Greg Stella to VISTAS State Point Source Contacts and VISTAS EGU Special Interest Workgroup, June 13, 2005 (attached in Appendix Q). The first step was the adjustment of the 2002 base year emissions inventory. Using the latest “USEPAapproved” uncontrolled emission factors by SCC, Alpine Geophysics utilized CERR or VISTAS/ASIP reported annual heat input, fuel throughput, heat, ash and sulfur content to estimate annual uncontrolled emissions for units identified as output by IPM. This step was conducted for non-CEM pollutants (CO, VOC, PM, and NH 3 

# ) only. For PM emissions, the condensable component of emissions was calculated and added to the resulting PM primary estimations. The resulting emissions were then adjusted by any control efficiency factors reported in the CERR or VISTAS data collection effort. The second adjustment was to the future year inventories. Alpine Geophysics update d the SCCs in the future year inventory to assign the same base year SCC. Using the same methods as described for the 2002 revisions,

## Point Source Documentation 13 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# those non-IPM generated pollutants were estimated using IPM predicted fuel characteristics and base year 2002 SCC assignments.

3.1.4 S/L Adjustments to IPM Modeling Results After the S/L agency review of the final set of IPM runs, S/L agencies specified a number of changes to the IPM results to better reflect current information on when and where future controls would occur. These changes to the IPM results primarily involved S/L agency addition or subtraction of future emission controls base d on the best available data from state rules, enforcement agreements, compliance plans, permits, and discussions/commitments from individual companies.

For example,Duke Energy and Progress Energy have updated their plans for complying with North Carolina’s Clean Smokestack Act. The emissions outlined in the North Carolina’s Clean Smokestacks Act compliance plans varied substantially from the IPM results. As a result, NCDAQ requested that the IPM emission projections for 2009 be adjusted to correspond with the compliance plans submitted in 2006 from the Duke Energy and Progress Energy.

Some S/L agencies specified changes to the controls assigned by IPM to reflect their best estimates of emission controls. The VISTAS/ASIP contractors used a scrubber control efficiency of 90 percent when adding or removing SO2 scrubber controls, used a control efficiency of 90 percent when adding or removi ng NOx SCR controls at coal-fired plants, 80 percent when adding or removing NOx SCR contro ls at gas-fired plants, and 35 percent when adding or removing NOx SNCR controls. The specific changes from NCDAQ to the IPM results are also summarized in Table 3.1.4-1.

S/L agencies provided information and/or comment on changes in stack parameters from the 2002 inventory for the 2009 inventory. Changes to stack parameters were also made in cases where new controls are scheduled to be installed. In cases where an emission unit projected to have a SO 2 

# scrubber in 2009, some states were able to provide revised stack parameters for some units based on design features for the new control system. Other units projected to install scrubbers by 2009 are not far enough along in the design process to have specific design details. For those units, the VISTAS EGU SIWG made the following assumptions: 1) the scrubber is a wet scrubber; 2) keep the current stack height the same; 3) keep the current flow rate the same, and 4) change the stack exit temperature to 169 degrees F (this is the virtual temperature derived from a wet temperature of 130 degrees F). VISTAS determined that exit temperature (wet) of 130 degrees F +/- 5 degrees F is representative of different size units and wet scrubber technology.

## Point Source Documentation 14 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# Table 3.1.4-1 NCDAQ Adjustments to IPM Results for the 2009 EGU Inventory.

Plant Name and ID Unit Nature of Update/Correction

G G Allen (2718) Belews Creek (8042)1 Buck (2720) Cliffside (2721) Dan River (2723) Marshall (2727) Riverbend (2732) All Replaced all IPM 2009 results with emission projections from Duke Power’s NC Clean Smokestacks Act Compliance Plan for 2006.

Asheville (2706) Cape Fear (2708) Lee (2709) Mayo (6250) Roxboro (2712) Sutton (2713) Weatherspoon (2716) All Replaced all IPM 2009 results with emission projections from Progress Energy’s NC Clean Smokestacks Act Compliance Plan for 2006.

Dwayne Collier Battle Cogeneration Facility
ORISID=10384 GEN1
GEN2 Dwayne Collier Battle is a duplicate entry. This is Cogentrixof Rocky Mount (37-065-3706500146, stacks G-26 and G27). Duplicate entries were removed from the 2009 inventory.
Kannapolis Energy Partners
ORISID=10626 GEN2
GEN3 Kannapolis Energy emissions are being used as credits for another facility. IPM emissions from this facility (37-025- ORIS10626) were removed from the EGU inventory for 2009. Emissions from Kannapolis Energy (37-025- 3702500113) were carried forward in the 2009 inventory.



# 3.1.5 Summary of 2009 EGU Point Source Inventory

Tables 3.1.5-1 and 3.1.5-2 summarize the 2002 ba se year inventory and 2009 projection inventory for the EGU source sector. The 2009 inventory include the adjustments to the IPM results specified by the S/L agencies in the previous section.

## Point Source Documentation 15 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# Table 3.1.5-1 EGU Point Source NOx Emission Comparison for 2002 and 2009.

State 2002 VISTAS 2009 IPM Based with S/L Adjustments

AL 161,038 82,305

FL 257,677 86,165

GA 147,517 98,497

KY 198,817 92,021

MS 43,135 36,011

NC 151,854 66,522

SC 88,241 46,915

TN 157,307 66,405

VA 86,886 66,219

WV 230,977 86,328
Total 1,523,449 727,388
Note: Emission summaries above are ba sed on SCC’s 1-01-xxx-xx and 2-01-xxx-xx .

## Point Source Documentation 16 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# Table 3.1.5-2 EGU Point Source VOC Emission Comparison for 2002 and 2009.

State 2002 VISTAS 2009 IPM Based with S/L Adjustments

AL 2,295 2,473

FL 2,524 1,910

GA 1,244 2,314

KY 1,487 1,369

MS 648 404

NC 988 954

SC 470 660

TN 926 932

VA 754 778

WV 1,180 1,361
Total 12,516 13,155
Note: Emission summaries above are based on SCC’s 1-01-xxx-xx and 2-01-xxx-xx.

3.2 Non-EGU Emission Projections
The general approach for assembling future year data was to use recently updated growth and control data consistent with the data used in the USEPA’s CAIR analyses, supplement these data with available stakeholder input, and provide the results for stakeholder review to ensure credibility. The VISTAS/ASIP contractor used the 2002 VISTAS/ASIP base year inventory, based on the 2002 CERR submittals as the starting point for the non-EGU projection inventory. The 2002 VISTAS/ASIP point source emission i nventory contains both EGUs and non-EGUs. Since this file contains both EGUs and nonEGU point sources, and EGU emissions are projected using the IPM, it was necessary to split the 2002 point source file into two components. The first component contains those emission units accounted for in the IPM forecasts. The secondcomponent contains all other point sources not accounted for in IPM and constitutes the nonEGU emissions inventory.

## Point Source Documentation 17 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# MACTEC performed the following activities to apply growth and control factors to the 2002 non-EGU emissions inventory to gene rate the 2009 projection inventory:

• 

# Obtained, reviewed, and applied the most current growth factors developed by EPA, based on forecasts from an updated Regional Economic Models, Inc. (REMI) model (version 5.5) and the latest Annual Energy Outlook published by the Department of Energy (DOE);

• 

# Obtained, reviewed, and applied any State-sp ecific or sector-specific growth factors submitted by stakeholders;

• 

# Obtained and incorporated information regarding sources that have shut down after 2002 and set the emissions to zero in the projection inventories;

• 

# Obtained, reviewed, and applied control assumptions;

• 

# Provided data files in NIF3.0 format and emission summaries in EXCEL format for review and comment; and

• 

# Updated the database with corrections or new information from S/L agencies based on their review of the 2009 inventory.

The following sections discuss each of these steps.

3.2.1 Growth assumptions for non-EGU sources The growth factor data used in developing th e emission inventory were consistent with the USEPA’s analyses for the CAIR rulemaking. Thes e growth factors are fully documented in the reports entitled Development of Growth Factors for Future Year Modeling Inventories (dated April 30, 2004) and CAIR Emission Inventory Overview (dated July 23, 2004). Three sources of data were used in developing the growth factors for the 2009 emissions inventory:

• 

# State-specific growth rates from the Regional Economic Model, Inc. (REMI) Policy Insight ® 

# model, version 5.5 (being used in the development of the EGAS Version 5.0). The REMI socioeconomic data (output by i ndustry sector, population, farm sector value added, and gasoline and oil expenditures) are available by 4-digit SIC code at the State level.

## Point Source Documentation 18 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 • 

# Energy consumption data from the DOE’s Energy Information Administration’s (EIA) Annual Energy Outlook 2004, with Projections through 2025 for use in generating growth factors for non-EGU fuel combustion sources. These data include regional or national fuel-use forecast data that were mapped to specific SCCs for the non-EGU fuel use sectors (e.g., commercial coal, industrial natural gas). Growth factors for the residential natural gas combustion category, for example, are based on residential natural gas consumption forecasts that are reported at the Census division level. These Census divisions represent a group of States (e.g., the South Atlantic division includes eight southeastern States and the District of Co lumbia). Although one would expect different growth rates in each of these States due to unique demographic and socioeconomic trends, all States within each division received the same growth rate.

• 

# Specific changes for sectors (e.g., plastics, synthetic rubber, carbon black, cement manufacturing, primary metals, fabricated metals, motor vehicles and equipment) where the REMI-based rates were unrealistic or highly uncertain. Growth projections for these sectors were based on industry group forecasts, Bureau of Labor Statistics (BLS) projections and Bureau of Economic Analys is (BEA) historical growth from 1987-2002.

In addition to the growth data described above, VISTAS received two sets of growth projections from stakeholders. The American Forest a nd Paper Association (AF&PA) supplied growth projections for the pulp and paper sector, which were applied to SIC 26xx Paper and Allied Products, for growth from 2002 to 2009. The AF&PA projection factor (1.067) is for the United States industry and apply to all States equally. The number come from the 15-year forecast for world pulp and recovered paper prepared by Resource Information Systems Inc. (RISI). The VISTAS/ASIP contractor used the above AF&PA growth factors by SIC instead of the factors obtained from the USEPA’s CAIR analysis for the 2009 emission inventory.

NCDAQ considered recent projections for three key sectors in North Carolina where declining production was anticipated – SIC 22xx Textile Mill Products, 23xx Apparel and Other Fabrics, and 25xx Furniture and Fixtures. For the 2009 inventory, NCDAQ decided to use a growth factor of 1.0 for these SIC codes. Although NCDAQ has data that shows a steady decline in these industries in North Carolina, NCDAQ wanted to maintain the emission levels at 2002 levels so the future emission reduction credits were available in the event that they are needed for nonattainment areas.

For the 2009 inventory, the VISTAS/ASIP contractor made one additional change to the growth factors. The AEO2004 data was replaced with the more recent AEO2006 forecasts (released in February 2006) to reflect changes in the energy market and to improve the emissions growth

## Point Source Documentation 19 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# factors produced. The VISTAS/ASIP cont ractor obtained the corresponding AEO2006 projection tables from DOE’s web site. VISTAS developed tables comparing the growth factors based on AEO2004 and AEO2006 and these comparison tables were reviewed by the S/L agencies. Based on this review, the VISTAS/ASIP states decided to use the AEO2006 growth factors for fuel burning SCCs.

VISTAS used the USEPA’s EGAS model and updated the corresponding AEO2006 projection tables to create growth factors by SCC. VI STAS applied the updated growth factors to 2002 actual emissions and replaced the 2009 emissions in NIF EM tables for the affected SCCs.

3.2.2 Control Programs applied to non-EGU sources VISTAS developed two control scenarios: on-the-books (OTB) controls and on-the-way (OTW) controls. The OTB control scenario accounts for post-2002 emission reductions from recently promulgated federal, State, local, and site-specific control programs. The OTW control scenario accounts for proposed (but not final) control programs that are reasonably anticipated to result in post-2002 emission reductions. The methodologies used to account for the emission reductions associated with these emission control programs are discussed in the following sections.

Table 3.2.2-1 Non-EGU Point Source Control Programs Included in 2009 Inventory. On-the-Books (Cut-off of July 1, 2004 for Base 1 adoption)

• Atlanta / Northern Kentucky / Birmingham 1-hr SIPs

• Industrial Boiler/Process Heater/RICE MACT

• NO x 

## RACT in 1-hr NAA SIPs

• NO x 

## SIP Call (Phase I- except where States have adopted II already e.g. NC)

• RFP 3 percent Plans where in place for one hour plans

• VOC 2-, 4-, 7-, and 10-year MACT Standards

• Combustion Turbine MACT

On-the-Way

• NO x 

## SIP Call (Phase II – remaining States & IC engines)



# 3.2.2.1 OTB - NOx SIP Call (Phase I) Phase I of the NOx SIP call applies to certain large non-EGUs, including large industrial boilers and turbines, and cement kilns. States in the VISTAS region affected by the NOx SIP call have developed rules for the control of NOx emissions that have been approved by the USEPA. VISTAS reviewed the available State rules and guidance documents to determine the affected

## Point Source Documentation 20 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# sources and ozone season allowances. VISTAS also obtained and reviewed information in the EPA’s CAMD NOx Allowance Tracking System – Allowances Held Report. Since these controls are to be in effect by the year 2007, VISTAS capped the emissions for NOx SIP call affected sources at 2007 levels and carried forward the capped levels for the 2009 future year inventory.

3.2.2.2 OTB - Industrial Boiler/Process Heater MACT The USEPA anticipates reductions in PM and SO2 as a result of the Industrial Boiler/Process Heater MACT standard. The methods used to account for these reductions are the same as those used for the CAIR analysis. Reductions were included for existing units firing solid fuel (coal, wood, waste, biomass), which had a design capacity greater than 10 mmBtu/hr. The USEPA prepared a list of SCCs for solid fuel industrial, commercial/ institutional boilers and process heaters. The VISTAS/ASIP contractor identifie d boilers greater than 10 mmBtu/hr using either the boiler capacity from the VISTAS 2002 inventory, or if the boiler capacity was missing, a default capacity based on a methodology developed by the USEPA for assigning default capacities based on SCC code. The applied MACT control efficiencies were 4 percent for SO2 and 40 for percent for PM10 and PM2.5.

3.2.2.3 OTB - 2, 4, 7, and 10-year MACT Standards Maximum achievable control technology (MACT) requirements were also applied, as documented in the report entitled Control Packet Development and Data Sources, dated July 14, 2004. The point source MACTs and associated em ission reductions were designed from Federal Register (FR) notices and discussions with the USEPA’s Emission Standards Division (ESD) staff. VISTAS did not apply reductions for MACT standards with an initial compliance date of 2001 or earlier, assuming that the effects of these controls are already accounted for in the 2002 inventories supplied by the States. Emission reduc tions were applied only for MACT standards with an initial compliance date of 2002 or greater.

3.2.2.4 OTB Combustion Turbine MACT The projection inventory does not include the NOx co-benefit effects of the MACT regulations for Gas Turbines or stationary Reciprocating Internal Combustion Engines, which the USEPA estimates to be small compared to the overall inventory.

3.2.2.5 OTW - NOx SIP Call (Phase II) The final Phase II NOx SIP call rule was finalized on April 21, 2004. States had until April 21, 2005, to submit SIPs meeting the Phase II NOx budget requirements. The Phase II rule applies to large IC engines, which are primarily used in pipeline transmission service at

## Point Source Documentation 21 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# compressor stations. VISTAS identified affected units using the same methodology as was used by the USEPA in the proposed Phase II rule (i.e., a large IC engine is one that emitted, on average, more than 1 ton per day during 2002). The final rule reflects a control level of 82 percent for natural gas-fired IC engines and 90 per cent for diesel or dual fuel categories. North Carolina provided more specific information on the anticipated controls at the compressor stations. This information was used in the 2009 inventory instead of the default approach used by the USEPA in the proposed Phase II rule.

3.2.2.6 Clean Air Interstate Rule CAIR does not require or assume additional emission reductions from non-EGU boilers and turbines.

3.2.3 Summary of 2009 non-EGU Point Source Inventory

Tables 3.2.3-1 and 3.2.3-2 summarize the 2009 non-E GU point source inventory for NOx and VOC emissions.

Table 3.2.3-1 Non-EGU Point Source NO x 

# Emission Comparison.
State 2002 2009

AL 83,310 69,409

FL 45,156 46,020

GA 49,251 50,353

KY 38,392 37,758

MS 61,526 56,397

NC 44,928 34,767

SC 42,153 40,019

TN 64,344 57,883

VA 60,415 51,046

WV 46,612 38,031
Total 536,087 481,683

## Point Source Documentation 22 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.1 North Carolina Attainment Demonstration April 5, 2007 

# Table 3.2.3-2 Non-EGU Point Source VOC Emission Comparison.
State 2002 2009

AL 47,037 46,644

FL 38,471 36,880

GA 33,709 34,116

KY 44,834 47,785

MS 43,204 37,747

NC 61,182 61,925

SC 38,458 35,665

TN 84,328 74,089

VA 43,152 43,726

WV 14,595 13,810
Total 448,970 432,387

# Appendix F.2

Area and Nonroad Mobile Sources Emissions Inventory Documentation

## Area & Nonroad Mobile Sources Documentation i The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 i

## Area & Nonroad Mobile Sources Documentation ii The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 ii 

# TABLE OF CONTENTS

1. INTRODUCTION AND SCOPE ............................................................................................... 1

2. OVERALL METHODOLOGY.................................................................................................. 2

2.1 SOURCE CATEGORY IDENTIFICATION...................................................................... 2
2.2 AREA SOURCE EMISSION ESTIMATION APPROACH .............................................. 2
2.3 NONROAD MOBILE SOURCE EMI SSION ESTIMATION APPROACH..................... 4

3. NORTH CAROLINA-DEV ELOPED 2002 AREA SOURCE INVENTORY ......................... 6

3.1 GASOLINE DISTRIBUTION ........................................................................................... 6 3.1.1 Gasoline Dispensing Facilities...................................................................................... 6 3.1.2 Aircraft Refueling ...................................................................................................... ... 9
3.2 STATIONARY SOURCE SOLVENT EVAPORATION ................................................ 10 3.2.1 Dry Cleaning............................................................................................................ ... 10 3.2.2 Graphic Arts/Printing.................................................................................................. 1 1 3.2.3 Solvent Cleaning and Degreasing............................................................................... 11 3.2.4 Auto Body Refinishing ............................................................................................... 13 3.2.5 Architectural Coatings ................................................................................................ 14 3.2.6 Traffic Markings ........................................................................................................ . 14 3.2.7 Industrial Surface Coating .......................................................................................... 15 3.2.8 Asphalt Paving.......................................................................................................... .. 17 3.2.9 Roofing Operations..................................................................................................... 1 8 3.2.10 Pesticide Application ................................................................................................ 19 3.2.11 Commercial/Consumer Solvent Use......................................................................... 24
3.3 BIOPROCESS EMISSION SOURCES ............................................................................ 25 3.3.1 Bakeries................................................................................................................ ....... 25
3.4 OTHER MAN MADE AREA SOURCES ........................................................................ 25 3.4.1 Structure Fires......................................................................................................... .... 26 3.4.2 Charbroiling ............................................................................................................ .... 26 3.4.3 Open Burning – Municipal Solid Waste and Yard Trimmings .................................. 27 3.4.4 Small Stationary Source Fossil Fuel Use.................................................................... 28 3.4.4.1 Fuel Oil Combustion............................................................................................. 29 3.4.4.2 Coal Combustion .................................................................................................. 31 3.4.4.3 Natural Gas Combustion....................................................................................... 32 3.4.4.4 Liquefied Petroleum Gas Combustion................................................................. 34 3.4.4.5 Wood Combustion ............................................................................................... 36

## Area & Nonroad Mobile Sources Documentation iii The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 iii 

# 3.4.4.6 Small Electric Utility Boilers............................................................................... 37 3.4.5 Vehicle Fires ........................................................................................................... .... 37 3.4.6 Agricultural Burning................................................................................................... 3 8 3.4.7 On Site Incineration .................................................................................................... 39

4. VISTAS DEVELOPED 2002 AREA SOURCE INVENTORY............................................. 41 4.1 Vehicle Refueling (Stage II) emissions ............................................................................. 41
4.2 Portable Fuel Containers.................................................................................................. .. 41
4.3 Forest Fires ............................................................................................................... .......... 42

5. 2009 AREA SOURCE EMISSION INVENTORY DEVELOPMENT ................................... 45 5.1 Projection of Stationary Area Sources................................................................................ 45 5.2 Projection of Forest Fires Area Sources ............................................................................ 46

6. VISTAS DEVELOPED 2002 NONROAD MOBILE SOURCE INVENTORY..................... 48

6.1 NONROAD Model Sources .............................................................................................. 48 6.2 Aircraft Engines.......................................................................................................... ....... 49
6.3 Railroad Locomotives...................................................................................................... .. 50 6.4 Commercial Marine Vessel (CMV)................................................................................... 51

7. 2009 NONROAD MOBILE SOURCE EMI SSION INVENTORY DEVELOPMENT.......... 55 7.1 Projection of NONROAD Model Sources.......................................................................... 55 7.2 Projection of Non-N ONROAD Model Sources ................................................................. 55

8. ADDITIONAL DATA............................................................................................................. . 60

8.1 SIC TO NAICS CROSSWALK ........................................................................................ 61
8.2 FRACTION OF NAICS CODE EMPLOYMENT USED TO CREATE SIC EMPLOYMENT..................................................................................................................... 109

## Area & Nonroad Mobile Sources Documentation iv The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 iv 

# LIST OF TABLES

Table 3.1.1-1 Factors Used For Calculating Emission Factor....................................................... 7 Table 3.1.1-2 Emission Factors For Gasoline Dispensing.............................................................. 8 Table 3.2.3-1 Emission Factors Cleaning & Degreasing............................................................. 12 Table 3.2.7-1 Per Capita Emission Fact ors For Industrial Surface Coating................................ 16 Table 3.2.7-2 Per Employee Emission Factors for Industrial Surface Coating........................... 16 Table 3.2.10-1 Agriculture Pesticides Application Rates............................................................ 21 Table 3.2.10-2 Emission Factors by Crop Type .......................................................................... 23
Table 3.2.11-1 Misc. Non-I ndustrial Consumer-Commerc ial Emission Factors ........................ 24
Table 3.4.4-1 Fuel Use in North Carolina 2002........................................................................... 29
Table 3.4.4-2 Combustion Emission Factors............................................................................... 29
Table 3.4.4.2-1 Coal Combus tion Emission Factors ................................................................... 32
Table 3.4.4.3-1 Emission Factors for Natural Gas....................................................................... 34
Table 3.4.4.4-1 Emission Factors fo r Liquefied Petroleum Gas.................................................. 36
Table 3.4.7-1 Yield of Pollutant Values for Uncontrolled Refuse Combustors .......................... 40
Table 4.3-1 2002 North Carolina Actual and Typical Fire Emissions ........................................ 44 Table 6.3-1 2002 National Rail Transportation En ergy Use by Fuel Type (Trillion BTU) ........ 51
Table 7.2-1 Estimated Emission Reducti on Impacts based on T-4 Rule ................................. 59 Table 7.2-2 Estimated Emission Reduction Impacts Relative to VISTAS 2002 Base Year Values.................................................................................................................... ....... 59

## Area & Nonroad Mobile Sources Documentation v The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 v 

# List of Acronyms

Acronym Definition AEO Annual Energy Outlook ATADS Air Traffic Activity Data System BTS Bureau of Transportation Statistics BTU British Thermal Units CAIR Clean Air Interstate Rule CERR Consolidated Emissions Reporting Rule CMU Carnegie Mellon University CMV Commercial Marine Vessel CNG Compressed Natural Gas EDMS Emissions and Dispersion Modeling System EF Emission Factor EGAS 5.0 Economic Growth Analysis System version 5.0 EIA Energy Information Administration EIIP Emissions Inventory Improvement Program FAA Federal Aviation Administration GF Growth Factor HDD Heavy Duty Diesel IAQTR Interstate Air Quality Transport Rule LPG Liquid Petroleum Gas LTO Landing and Takeoff MSW Municipal Solid Waste NAAQS National Ambient Air Quality Standards NAICS North American Indus try Classification System NCDAQ North Carolina Division of Air Quality NCDFR North Carolina Division of Forest Resources NCDOT North Carolina Department of Transportation NCSU North Carolina State University NEI National Emissions Inventory NG Natural Gas NIF National Emissions Inventory Input Format NOx Nitrogen Oxides NWR National Wildlife Refuge OTAQ Office of Transportation and Air Quality PFC Portable Fuel Container PM Particulate Matter

## Area & Nonroad Mobile Sources Documentation vi The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 vi 

# QA Quality Assurance RIA Regulatory Impact Analysis SCC Source Classification Code SI Spark-Ignition SIC Standard Industrial Classification SIWG Special Interest Workgroup T4 Tier 4 USACE U.S. Army Corps of Engineers USEPA U.S. Environmental Protection Agency USFA U.S. Fire Administration USFWS U.S. Fish and Wildlife Service USFS U.S. Forest Service VISTAS Visibility Improvement State & Tribal Association of the Southeast VMT Vehicle Miles Traveled VOC Volatile Organic Compounds

## Area & Nonroad Mobile Sources Documentation vii The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 vii

## Area & Nonroad Mobile Sources Documentation 1 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 1 

# 1. INTRODUCTION AND SCOPE

The attainment modeling for the Charlotte-Gastonia-Rock Hill, NC-SC 8-hour ozone nonattainment area (referred to as the Metrolina area) was performed in conjunction with the regional haze modeling being done by the South east Regional Planning Organization, Visibility Improvement State and Tribal Association of th e Southeast (VISTAS) and the fine particulate matter (PM2.5) and ozone modeling being done by the Association of Southeastern Integrated Planning (ASIP). VISTAS and ASIP are run by the ten Southeast states (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, S outh Carolina, Tennessee, Virginia and West Virginia. Since the regional haze and PM2.5 modeling uses annual simulations and includes an intermediate year that is the attainment year required for the Metrolina nonattainment area, the North Carolina Division of Air Quality (NCDAQ) decided to use the this modeling for its attainment demonstration.

A portion of the emissions inventory was developed by the NCDAQ and the VISTAS/ASIP contractors developed a portion. In all cases, a statewide emissions inventory was developed for modeling purposes and the emission estimates were calculated in tons per year. Sections 3 documents the portion of the 2002 base year area source annual emissions inventory that was developed by the NCDAQ. Section 4 documents the area source developed by VISTAS/ASIP and Section 5 addresses the development of th e 2009 area source emissions inventory. Section 6 and 7 document the nonroad mobile source emissions inventory for 2002 and 2009, respectively.

A summary of the area source and nonroad mobile source peak ozone season daily emissions, by source category, can be found in Appendix E.

## Area & Nonroad Mobile Sources Documentation 2 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 2 

# 2. OVERALL METHODOLOGY

2.1 SOURCE CATEGORY IDENTIFICATION

The area source categories were identified from U. S. Environmental Protection Agency’s (USEPA’s) guidance document EPA-450/4-91-016, Procedures for the Preparation of Emission Inventories of Carbon Monoxide and Precursors of Ozone, Vol. 1 , from this point on this document will be referred to as the Procedures document; the Emissions Inventory Improvement Program (EIIP) Technical Reports, Volume 3, Area Sources as of December 2002 (the most current version at the time of the inventory development), from this point on this document will be referred to as EIIP Tech Report ; and a report entitled, Documentation of the Base G 2002 Base Year, 2009 and 2018, Emission Inventories for VISTAS and written by the VISTAS contractor company, MACTEC, Inc.

Nonroad mobile sources were identified fr om the USEPA’s guidance document EPA-450/4-91- 016, Procedures for the Preparation of Emissions Inventories for Carbon Monoxide and Precursors of Ozone (Procedures document). Nonroad mobile source emissions are estimated by the methodologies suggested in the USEPA document, EPA-454/R-05-001, Emissions Inventory Guidance for Implementation of Ozone and Particulate Matter National Ambient Air Quality Standards (NAAQS) and Regional Haze Regulations ; EPA-450/4-81-026d (Revised) Procedures for Emission Inventory Preparation, Volume IV; Mobile Sources (Mobile Source Procedures); and from the USEPA’s nonroad mobile model NONROAD2005c released March 21, 2006.

2.2 AREA SOURCE EMISSION ESTIMATION APPROACH

Area source emissions are estimated by multiplying an emission factor by some known indicator of collective activity for each source category within the inventory area. An indicator is any parameter associated with the activity level of a source that can be correlated with the air pollutant emissions from that source, such as production, number of employees, or population.

In general, one of the following emissions estimation approaches is used to calculate the area source emissions: per capita emission factors, employment-related emission factors, commodity consumption-related emission factors, and level of activity based emission factors. The emission factors used were obtained from the EIIP Tech Reports , the Procedures document or the USEPA’s AP

- 

# 42 Compilation of Air Pollutant Emission Factors, Fifth Edition , referred to as AP-42

.

## Area & Nonroad Mobile Sources Documentation 3 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 3 

# There are several methods for estimating the activity level for a specific area source category. These are: treating area sources as point sources, surveying local activity levels, apportioning national or statewide activity totals to local inventory areas, using population or employment data. All of these methods were used to estimate area source emissions

Certain emission categories were adjusted for such things as season or rule effectiveness and rule penetration. These are discussed in the particular source categories descriptions.

For certain categories, there can be overlap between the point source emissions and the area source emissions calculated with emission factors. The 2002 point source emissions in these categories were identified so that they could be subtracted where appropriate.

There are a number of categories where emissions were calculated with emission factors based on employment. These emission factors were developed by the USEPA when employment reports were organized by Standard Industr ial Classification (SIC) code. Since 1997 employment statistics are organized by the Nort h American Industry Classification System (NAICS). For the solvent cleaning industries, the SIC codes do not directly correspond to single NAICS code. Sometimes several partial NAICS employment values will relate to a SIC code. A crosswalk was used to determine what percentage of a NAICS employment value would correspond to the SIC codes. The tables from the US Census showing the NAICS-SIC crosswalk are reproduced in Section 8 – Additional Data. It should be noted that the crosswalk is based on national totals and is not specific to any particul ar state. In Section 8.2, the employment fraction of the NAICS codes used to create the SIC code employment data is tabulated.

The employment numbers were obtained from the on-line 2002 County Business Patterns for the various NAICS codes at the county level for North Carolina. In addition to having employment values (or employment ranges due to confidentiality rules) by NAICS, the County Business Patterns breaks down the number of facilities by employment categories. The employment categories are 1 – 4, 5 – 9, 10 – 19, 20 – 49, 50 – 99, 100 – 249, 250 – 499, 500 – 999, >1000 employees. To account for point sources, it was assumed that facilities with 100 employees or greater were point sources and were not considered in the calculations.

When a NAICS category gave a number of employees and there were no establishments with 100 employees or greater, then the value was used. However, in most cases the County Business Patterns gave a range of total employees in the county instead of the actual number. When this occurred, facility sizes were considered and the mid-range of employees was assumed, in accordance with the EIIP Tech. Report . For example, a NAICS category for a county had a range of employment of 100-249 with two establis hments with 1 – 4 employees, one with 20-49

## Area & Nonroad Mobile Sources Documentation 4 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 4 

# employees, and one with 100-249 employees. Assuming 3 to be the mid-range of 1 –4 and 35 to be the mid-range of 20-49, the employment used for the area source calculation was estimated

as:

(2 x 3) + (1 x 35) = 41 employees

The larger establishment was assumed to be a point source and not taken into consideration for the area source calculation.

If a total number of employees was provided and there were establishments with 100 employees or greater, then the mid-range of the smaller facilities were used as described above. The estimated employment was compared to the value given to ensure that remainder would account for the large establishment. In cases where the remainder would not be enough employment to account for the larger establishment, the area source employment was adjusted down. For example, a NAICS category had 250 employees with one establishment with 20 – 49 employees (mid-range 35), two establishments with 50 – 99 employees (mid-range 75), and one establishment with 100 – 249 employees. The employment estimated for the area source and the remainder employment was estimated as:

(1 x 35) + (2 x 75) = 185 employees 250 – 185 = 65 employees

The remainder of 65 employees is not enough to account for an establishment of 100 – 249 employees. Therefore, the area source employment was adjusted down by 35 so that there were 100 employees remaining to account for the large establishment.

2.3 NONROAD MOBILE SOURCE EMISSI ON ESTIMATION APPROACH

Non-highway mobile sources, sometimes referred to as off-road mobile, are those sources that can move but do not use the highway system. Off-road mobile sources are further divided into non-road mobile, railroad locomotives, aircraft engines, and commercial marine vessels (CMV). The estimation of emissions from mobile sources, like area sources, involves multiplying an activity level by an emission factor.

The majority of the off-road mobile emissions were estimated by using the USEPA’s off-road mobile model NONROAD2005c. Direct emissions are generated with this model. For aircraft engine emissions, the Federal Aviation Admi nistration (FAA) Emissions and Dispersion

## Area & Nonroad Mobile Sources Documentation 5 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 5 

# Modeling System (EDMS) model was used. Aircraft operations were inputted into the model and the model predicts the engine emissions based on average landing and take-off practices for the aircraft type. For railroad locomotive emi ssions, emission factors were obtained from the Mobile Source Procedures document and the activity level was obtained from the various railroad companies.

## Area & Nonroad Mobile Sources Documentation 6 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 6 

# 3. NORTH CAROLINA-DEVELOPED 2002 AREA SOURCE INVENTORY

Area sources represent a collection of many small, unidentified points of air pollution emissions within a specified geographical area, emitting less than the minimum level prescribed for point sources. Because these sources are too small and/or too numerous to be surveyed and characterized individually, all area source activities are collectively estimated. The county is the geographic area for which emissions from area sources are compiled, primarily because counties are the smallest areas for which data used for estimating emissions is readily available. Emissions are calculated on an annual basis in tons per year.

3.1 GASOLINE DISTRIBUTION

The area source emissions attributed to this category are associated with various operations related to gasoline and aircraft fuel handling a nd distribution. Since tank farms and bulk plants are specifically addressed in the point source inventory, the area source category is limited to fuel handling, storage, and distribution operations a ssociated with the service stations and in the refueling of aircrafts.

3.1.1 Gasoline Dispensing Facilities Since service stations are so numerous, they are collectively considered as an area source. The area source emissions that are derived for this subsection involve determining the estimated emissions that occur at each of the following operations: 1) losses during storage tank filling, 2) storage tank breathing and working losses, 3) spillage and 4) truck transit losses. The emissions from vehicle refueling are captured in the mobile source inventory in the emission factors produced by the USEPA’s MOBILE6.2 model a nd therefore are not estimated as part of the area source inventory.

As part of the air toxics program, Stage I controls for gasoline dispensing facilities was adopted by the State, effective May 1990 with final compliance by January 1, 1994. Stage I is the vapor recovery technology on the underground storage tanks and reduces the emissions during the tank filling operations at service stations.

The North Carolina Department of Agriculture, Standards Division is responsible for going to all gasoline dispensing facilities and testing the fuels to ensure that they meet the quality standards of the State. The NCDAQ has worked out an agreement with the Standards Division to also

## Area & Nonroad Mobile Sources Documentation 7 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 7 

# check for Stage I controls. A notice is sent to the NCDAQ for every facility checked by the Standards Division verifying if a facility has properly maintained control equipment. If a facility is not found to be properly maintaining the control equipment, then the NCDAQ sends a notice of violation informing the facility that the controls are required and gives the facility time to correct the violation before fines are assessed. From this information the rule effectiveness and rule penetration can be estimated. The rule effectiveness is the percentage of facilities with proper equipment maintenance and use and represents the actual degree of source compliance. Rule penetration is the percentage of facilities covered by the rule and thus require Stage I equipment. Control efficiency is the expected percent reduction from proper application of this control technology.

The volatile organic compound (VOC) emission f actor for underground storage tank filling was calculated by using an equation from AP-42 , in Section 5.2, Transportation And Marketing Of Petroleum Liquids on page 5.2-4 (equation).

EF = 12.46 [SPM ] x [1-(RE x CE x RP)] [ T ]

where EF = emission factor in pounds of VOC per 1000 gallons S = Saturation factor P = True vapor pressure (in pounds per square inch area) M = Molecular weight of vapors (lb/lb-mole) T = Temperature of bulk liquid ( o 

# Rankin) RE = Rule Effectiveness CE = Control Efficiency RP = Rule Penetration

The saturation factor was obtained from AP-42 , Table 5.2-1 and the true vapor pressure and molecular weight of vapors were obtained from AP-42 , Table 7.1-2. For the temperature an average of the June, July and August average monthly temperature for 2002 was used. A worst case temperature estimate was used year round in calculating annual emissions. These temperatures were obtained from the North Ca rolina Climatological Data, a publication of the National Oceanic and Atmospheric Administration. All of the factors used to calculate the emission factor for Stage I, i.e. balanced submerged filling, are listed in Table 3.1.1-1.

Table 3.1.1-1 Factors Used For Calculating Emission Factor
S P M T

1 6.49 67 537.6 o 

# R (77.6 o 

# F)

## Area & Nonroad Mobile Sources Documentation 8 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 8 

# EF = 12.46 ⎡ 1 x 6.49 x 67 ⎤ x [1 – ( .97 x .95 x .99)] ⎣ 537.6 ⎦ = 0.884 lb VOC/1000 gal. Gasoline

The emission factors for tank truck transit, breathing losses and spillage were obtained from the EIIP Tech Report , Chapter 11 Gasoline Marketing, Table 11.3-1 and are listed below in Table 3.1.1-2. The tank truck transit emission factor includes the emission rate for an empty tank plus a full tank and was adjusted by a factor of 1.25 as recommended by the EIIP Tech Report , pg. 11.5-3.

Table 3.1.1-2 Emission Factors For Gasoline Dispensing Underground Storage Tank Filling Tank Truck Transit Breathing Spillage

0.884 lb/1000gal 0.000075 lb/gal 0.001 lb/gal 0.00068 lb/gal

The activity data needed to calculate the emissions is number of gallons of fuel sold in each county per year. This was obtained from a repor t from the North Carolina Petroleum Marketers Association. A weighting factor was devi sed by producing the sum of county population (1000’s), county registered vehicles (1000’s), a nd county motor fuel outlets. The factors were summed for the 100 counties and a fractional part of the whole found for each county. This fraction was multiplied by the state total gallons of gasoline and diesel sold in 2002 to get an estimate of gallons of fuel per county.

According to the EIIP Tech Report, the activity days per week for truck transit and underground storage tank filling are 6 and 7 days per week and for spillage and breathing losses, respectively.

Note that diesel fuel used is combined with gasoline for the sake of simplification. This will result in some overestimation of VOC emissions because the volatility of gasoline is higher than diesel fuel.

Annual VOC emissions for underground storage tank filling, tank truck transit, breathing losses and spillage were calculated and SMOKE modeling was later used to allocate annual emissions to a daily level. Underground storage tank annual VOC emissions for each county were calculated using the following equation.

## Area & Nonroad Mobile Sources Documentation 9 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 9 

# EM = FC x (1/1000) x EF x (1 ton/2000 lbs.)
where EM = annual county VOC emissions in tons per year FC = county fuel consumption of gasoline and diesel in gallons EF = emission factor in pounds of VOC per 1000 gallons

Tank truck transit, breathing losses, and spillage annual VOC emissions for each county were calculated individually, using the following equation.

EM = FC x EF x (1 ton/2000 lbs.)
where EM = annual county VOC emissions in tons per year for tank truck transit, breathing losses, or spillage FC = county fuel consumption of gasoline and diesel in gallons EF = emission factor in pounds of VOC per gallon for tank truck transit, breathing losses, or spillage

3.1.2 Aircraft Refueling Like vehicle refueling, aircraft refueling resu lts in VOC emissions from displacement of the vapor laden air in the aircraft’s fuel tank. This source category is generally estimated only for large commercial airports. There are a few small commuter and general aviation airports in the State; however, the amount of the emissions from these are typically negligible.

The emissions from aircraft refueling were dete rmined by using the number of gallons of fuel supplied to the airports and multiplying it by the appropriate emission factor. The businesses that supply the fuel to the airports were contacted to determine the amount and type of fuel supplied to each airport during 2002. The information obtained was for the two fuel types supplied, Jet A Kerosene and Aviation Gasoline.

The emission factors used are 11.38 lb VOC/1000 gallons of aviation gasoline and 0.065 lb VOC/1000 gallons of Jet A kerosene. Airport refueling occurs on a daily basis, therefore the activity days per week are 7.

The annual emissions for the base year were calculated using equation 3.1.2-1.

EM i 

# = Gallons/year x EF i 

# ___ (2000 lbs/ton) 3.1.2-1

## Area & Nonroad Mobile Sources Documentation 10 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 10 

# where EM i 

# = emissions for source category (i) EF i 

# = emission factor for source category (i)

3.2 STATIONARY SOURCE SOLVENT EVAPORATION

There are eleven subcategories that involve stationary source solvent evaporative emissions. They include: dry cleaning, graphic arts, solven t cleaning, automotive refinishing, architectural coatings, traffic markings, industrial surf ace coating, asphalt paving, roofing operations, pesticide application, and consumer/commercial solvent use. The methodology used to calculate the emissions from these sources are described in detail in each subsection.

3.2.1 Dry Cleaning The VOC emissions from dry cleaning vary with the type of process and the solvent used. For the most part, dry cleaners (coin-operated and conventional commercial) are small business entities. As a result of their size, dry cleaning emissions are typically not captured as point sources. However, dry cleaning operations can be a significant emission source for VOC emissions, when taken collectively.

The emissions from dry cleaners are estimated by multiplying the number of employees at dry cleaners by a national per-employee emission fact or, 1800 lbs. of VOC/employee/year, found in the EIIP Tech. Report . The guidance also stated that the number of employees can be found in the County Business Patterns for SIC code 7215 (coin-operated) and 7216 (commercial). In 1997, the SIC code system was replaced with the NAICS. Thus, the number of employees was obtained for NAICS codes 812310 (coin-opera ted) and 812320 (commercial). The NAICS employment numbers were previously processed to exclude any facilities with 100 or more employees, which were deemed to be point sources. According to the SIC to NAICS crosswalk, 80% of employment for NAICS 812320 represents the number of employees for commercial dry cleaners (SIC 7216).

As reported in the EIIP Tech. Report , the activity days per week is 6 days. The emissions for 2002 were calculated using equation 3.2.1-1.

EM = Employees x EF (2000 lb/tons) 3.2.1-1

## Area & Nonroad Mobile Sources Documentation 11 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 11 

# where EM = emissions for source category tons/year EF = emission factor for source category, 1800 lbs VOC/employee/yr

3.2.2 Graphic Arts/Printing Graphic arts include operations that are involve d in printing of newspapers, magazines, books, and other printed materials, which can be divided into several subsets based upon printing technology. Over the last decade ink-jet and offset lithography have emerged as the dominant technologies. The use of oils as ink solvents and the reduction of alcohols in the fountain solution and in the cleanup solutions have resulted in notable reductions in emissions for offset lithography. Ink-jet printing results in essentially no VOC emissions.

A number of establishments that generate emissions in this source category are in-house graphic arts operations at plants that are in non-printing industries. Therefore, an employee per SIC code emission factor is not very reliable. The per- capita emission factor of 1.3 lbs VOC/person/year provided by the EIIP Tech. Report was used to calculate the VOC emissions. This emission factor estimates the emissions from facilities less than 100 tons VOC/year. It assumes that facilities greater than 100 tons VOC/year will be in the point source inventory. The population used to calculate the base year emissions was obtained from the North Carolina Office of State Budget and Management (OSBM).

According to the Procedures document, Table 5.8-1, the activity days per week is 5. The annual emissions for the base year were calculated using equation 3.2.2-1.

EM = ((EF)*(Population 2002 

# )*(1 ton/2000 lb)) 3.2.2-1

where EM = emissions for source category for county (a) ton/yr EF = emission factor for source category, 1.3 lbs VOC/person/yr

3.2.3 Solvent Cleaning and Degreasing Solvent cleaning operations are integral to many businesses and industries, and are conducted for the purpose of removing grease, oils, waxes, carbon deposits, etc. from metals, plastic, or glass surfaces. Solvent cleaning is usually performed prior to painting, plating, inspection, repair, assembly, etc. The solvents used in the cleaning operations can be either in a liquid or vapor phase. Generally, these solvents have high vapor pressures and therefore emit VOC emissions.

## Area & Nonroad Mobile Sources Documentation 12 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 12 

# There are two basic types of solvent cleaning techniques, cold cleaning and vapor cleaning. Cold cleaning machines use solvents in the liquid phase to clean and remove foreign material such as oils and grease from the surface of materials. These machines are batch loaded, and cleaning operations include spraying/flushing solv ent or parts agitation, wipe cleaning, brushing, and immersion.

The vapor cleaning technique can be further divided into open top degreasing and in-line cleaning. The open top degreasing machines are tanks designed to generate and contain solvent vapor. The tank is equipped with a heating system that boils the liquid solvent. As the solvent boils, dense solvent vapors rise and displace the air in the tank. Coolant is circulated in condensing coils on the top of the tank to create a controlled vapor zone within the tank. Condensing solvent vapors dissolve the contaminants on the surface of the workload and flush both the dissolved and undissolved contaminants from the workload.

In-line cleaning machines employ automated loading on a continuous basis. These machines are often custom made for large-scale operations. A continuous or multiple-batch loading systemgreatly reduces or even eliminates the manual parts handling associated with batch cleaning. Inline cleaning machines are enclosed to prevent solvent losses; however, entry and exit openings cannot be sealed.

The VOC emissions for this category are estimated by using the per employee factors (from the EIIP Tech. Report , Chapter 6, Table 6.5-2) listed in Table 3.2.3-1 below:

Table 3.2.3-1 Emission Factors Cleaning & Degreasing Source Category lb VOC/employee/yr Electronic and Other Elec: Open Top Degreasing 29 Miscellaneous Manufacturing: Open Top Degreasing 9.8 Miscellaneous Manufacturing: Cold Cleaning 24 Auto Repair Services: Cold Cleaning 270

Employment data was derived from the 2002 County Business Patterns provided by the U. S. Census Bureau. For each of these categories, employment in a number of SIC groups is needed. These employment numbers were generated from the NAICS employment numbers for each county and summed as needed. See SIC Codes from NAICS Codes for Employment Based Categories in Section 10 for the full listing of NAICS and SIC for each source category. Fractional employee numbers are a result of the NAICS to SIC conversion process.

## Area & Nonroad Mobile Sources Documentation 13 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 13 

# The annual emissions for the base year were calculated using equation 3.2.3-1.

EM = (Employment 2002 

# ) x EF (2000 lb/tons) 3.2.3-1

where EM = emissions for source category, tons per year EF = emission factor for source category

3.2.4 Auto Body Refinishing Auto body refinishing operations consist of: vehi cle preparation, primer application, topcoat application, and spray equipment cleaning. These operations result in significant VOC emissions. The solvent is typically 100% volatile and can constitute up to 6.5 pounds of VOC per gallon of cleaner or paint.

The EIIP methodology for estimating emissions from this source category recommends apportioning a national VOC emission estimate to the county level by the number of employees reported for NAISC code 811121. The national estimate of 79,429.59 tons of VOC per year was based on 1997 data. In order to estimate the emissions for 2002, the 1997 national VOC estimate provided by the EIIP Tech. Report was divided by the 1997 national employment data to create a per employee emission factor.

This emission factor was used with the 2002 employment data to estimate emissions from auto body refinishing. The employment data was obtai ned from the 2002 County Business Patterns.

According to the EIIP Tech. Report the activity days per week is 5 days. The emissions for 2002 were calculated using equation 3.2.4-1.

EM = Employees x EF 3.2.4-1

where EM = emissions for source category EF = emission factor for source category, 0.387 tons VOC/employee/yr

## Area & Nonroad Mobile Sources Documentation 14 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 14 

# 3.2.5 Architectural Coatings This category includes the application of paint, primer, varnish or lacquer to architectural surfaces, and the use of solvents as thinners and for cleanup.

The VOC emissions for this source category were estimated by multiplying county population data by a usage factor for either water or solvent based coatings, and an emissions factor for either water or solvent based coatings. This method entails gathering national architectural paint usage from the County Business industrial report MA325F and generating per capita usage factors. It is important to be able to differentiate between the water based usage from the solvent based usage since the emission factor for solvent based paints is over 5 times higher than the factor for water based paints.

Emissions Factor: Water based = 0.74 lb VOC/gallon; Solvent Based= 3.87 lb VOC/gallon

VOC a 

# = (POP a 

# *UF b 

# *EF b 

# )/(2000lbs/ton) -- ton/year

Where: VOC a 

# = VOC emissions for county (a) POP a 

# = Population for county (a) EF b 

# = emission factor for paint type (b) UF b 

# = Usage factor for paint type (b)
The usage factor is found by dividing the national total architectural surface coating quantities for either solvent or water-based coatings by the U.S. population for that year. For 2002, the usage factor for each paint type is estimated below:

UF solvent: (127,703,000 gallons of solvent based) / (287,973,924) = 0.443 gal./person UF water : (589,527,000 gallons of water based) / (287,973,924) = 2.047 gal./person

3.2.6 Traffic Markings The paint used in traffic markings operations (the painting of center lines, shoulders, etc.) emits VOC emissions during the drying process. The exte nt of emissions is largely a function of the paint being solvent or water based. The North Carolina Department of Transportation (NCDOT) utilizes three general types of paint, which can be classified as water based paint, epoxy paint containing organic solvents, and thermoplastic paint. The use of thermoplastic paint results in negligible VOC emissions and therefore is not included in the emissions inventory.

## Area & Nonroad Mobile Sources Documentation 15 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 15 

# Although the NCDOT utilizes both water and solvent based paints, there is uncertainty with respect to what percentage of the paint used is organic solvent based. To avoid under estimating the emissions from this source category, it is assumed that all paint, excluding thermoplastic, is organic solvent based.

The NCDOT reported that 854,215 gallons of paint were used statewide in 2002. The gallons of paint by county were apportioned by number of lane miles in the county divided by the state total (equation 3.2.6-1) and the estimated gallons used. The emission factors were obtained from the EIIP Tech. Report , Table-14.4-1 and Table-14.5-2, which gave emission factors as a function of gallons of paint (3.64 lb VOC/gal.).

Gallons Paint County 

# = (Gallons Paint State 

# ) x (# Lane Miles) County 

# 3.2.6-1 (# Lane Miles) State



# The emissions for 2002 were calculated using equation 3.2.6-2.

EM = Gallons Paint x EF 3.2.6-2 (2000 lb/ton)

where EM = emissions for source category EF = emission factor for source category

3.2.7 Industrial Surface Coating Surface coating operations involve applying a thin layer of coating (e.g. paint, lacquer, enamel, varnish, etc.) to the surface of an object for decorative or protective purposes. The coating products, which are solvent based, emit VOC emissions as the result of solvent evaporation during the drying or curing process.

Ideally, the VOC emissions from industrial surface coating activities should be captured as point sources. From a practical standpoint, this is not always accomplished. For example, three of the industrial surface coating subcategories, namely other product coatings, high-performance maintenance, and other special purpose coatings, only utilized per capita emission factors and have no NAICS associated with them. The emission factors, obtained from the EIIP Tech. Report , Table 8.5-2, for these surface coating subcategories are listed in the Table 3.2.7-1 below.

## Area & Nonroad Mobile Sources Documentation 16 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 16 

# Table 3.2.7-1 Per Capita Emission Factors For Industrial Surface Coating
Subcategory Per Capita Factor (lb/yr/person) Other product coatings High-performance maintenance. Other special purpose coatings 0.6 0.8 0.8

The emissions for the remaining industrial surface coating subcategories were estimated using per employee emission factors. These emission factors were obtained from the EIIP Tech. Report , Table 8.5-1 and are listed below in Table 3.2.7-2.

Table 3.2.7-2 Per Employee Emission Factors for Industrial Surface Coating
Subcategory Per Employee Factor (lb VOC/employee/yr) Furniture & Fixtures 944 Metal Containers 6,029 Automobile (new) 794 Machinery & Equipment 77 Appliances 463 Other Transportation Equipment 35 Sheet, strip & Coil 2,877 Factory Finished Wood 131 Electrical Insulation 290 Marine Coatings 308

The EIIP Tech. Report also listed SIC codes for these industrial surface coating subcategories. As stated earlier, the SIC codes were replaced in 1997 with NAICS. The employment data was estimated using the method previously outlined in Subsection 3.2.1.

According to the EIIP Tech. Report the activity days per week is 5 days. The annual emissions for population and employment based emission fact ors were calculated using equations 3.2.7-1 and 3.2.7-2, respectively.

EM = Population x EF 3.2.7-1 (2000 lb/ton)

## Area & Nonroad Mobile Sources Documentation 17 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 17 

# EM = Employees x EF 3.2.7-2 (2000 lb/ton)

where EM = emissions for source category EF = emission factor for source category

3.2.8 Asphalt Paving Two types of asphalt paving are used for road paving and repair; emulsified asphalt and cutback asphalt. Emulsified asphalt is a type of liquefied road surfacing material made from a blend of water with an emulsifier. Cutback asphalt is a type of liquefied road surface that is prepared by blending or "cutting back" asphalt cement with various kinds of petroleum distillates. VOC emissions occur as the asphalt cures.

Cutback asphalt emissions are included in the aspha lt paving category. Since the assembly of the final VISTAS 2002 inventory, it was found that the NCDOT specification for asphalt in 2002 was hot mix and emulsified asphalt with hot mix but not cutback asphalt. Surrounding states have precluded the use of cut back by statutory provisions; which has driven asphalt manufactures to discontinue cutback production throughout the region. The absence of the use of cutback has resulted in substantial reductions in emissions from asphalt paving operations in North Carolina. Although cutback asphalt emissions are included in the 2002 inventory, the 93.04 tons of VOC per year represents a relativel y small amount and does not significantly affect the accuracy of the inventory.

Hot-mix is composed of high molecular weight organics with minimal vapor pressures; consequently, VOC emissions are negligible. The use of emulsified asphalt does result in VOC emissions; but the emissions are significantly less th an cutback. New formulations of emulsified asphalt, such as cationic, continue to result in reduced emissions. The use of emulsified asphalt is primarily for tack coating, which is a surface preparation for the hot-mix layer. The tonnage of hot-mix asphalt is accounted for by the NCDOT di stricts and not on a county basis. District tonnage was allocated on a county basis by apportioning county paved mileage as reported in the NCDOT 2000 Highway Summary Report. However, the amount of emulsified asphalt used is not tracked by the NCDOT in any useable way. As a consequence, the NCDOT provided the following methodology to predict emulsified usage:

Square Yd. of hot-mix = (Tons of Hot-mix) x (2000 lbs./Ton) 3.2.8-1 (220 lbs/ Square Yd. of Hot-mix)

## Area & Nonroad Mobile Sources Documentation 18 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 18 

## Gallons of Emulsified asphalt = (Sq. Yd. of hot-mix) x (0.08 gal./Sq. Yd. of hot-mix) 

# 3.2.8-2

The VOC emissions were calculated using the em issions factor for emulsified asphalt (9.2 lb VOC/barrel) and the number of gallons of emulsified asphalt per barrel (42 gal./barrel) from Table 17.5-2 of the EIIP Tech. Report

.
The emissions for the base year were calculated using equation 3.2.8-3.

EM = (gallons Emulsified Asphalt) x EF (42 gal/barrel) x (2000 lb/tons) 3.2.8-3

where EM = emissions for source category EF = emission factor for source category

3.2.9 Roofing Operations This category covers the installation and repair of asphalt roofs on commercial and industrial buildings. This category includes only hot-applie d asphalt roofing, for which the only significant emissions source is the kettle used to heat the asphalt. The amount of asphalt roofing activity is estimated by summing the number of felt, cap, and flashing squares used in North Carolina during the year 2002. This information was ascertained from the Asphalt Roofing Manufacturing Association. The amount of aspha lt used is given by the equation 3.2.9-1, which uses the default value of 20 lbs. of asphalt / square found in the EIIP Tech. Report . The emissions by county, shown in equation 3.2.9-2, were apportioned by roofing establishments in the county divided by the state total, using the number of establishments from NAISC code 23561 from the 2000 County Business Patterns. The 2000 County Business Patterns was the latest available data at the time of the inventory development.

Asphalt (Ton/yr) = (# squares) x (20 lbs. of asphalt/square) 3.2.9-1 (2000 lbs./ton)

Asphalt County 

# = (Tons Asphalt State 

# ) x (# Roofing Establishments) County 

# 3.2.9-2 (# Roofing Establishments) State



# Asphalt roofing activities are assumed to have uniform operations throughout the year with a 5- day work week per the EIIP Tech. Report . Additionally, the EIIP Tech. Report reported the emissions factor as 6.2 lbs. VOC/ton asphalt for roofing operations.

## Area & Nonroad Mobile Sources Documentation 19 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 19 

# The emissions for the base year inventory were calculated using equation 3.2.9-3.

EM = (tons Asphalt) x EF (2000 lb/tons) 3.2.9-3

where EM = emissions for source category EF = emission factor for source category

3.2.10 Pesticide Application Pesticides broadly include any substance used to kill or retard the growth of insects, rodents, fungi, weeds, or microorganisms. Formulations of organic pesticides are commonly made by combining synthetic materials with various petr oleum products. The petroleum products, or inert ingredients, act as a carrier of the active component and usually evaporate into the atmosphere.

Agricultural Pesticides

Agricultural pesticides are applied in various manners, which directly affect the possible emissions associated with the application, regard less of the amount of solvent contained in the pesticide. There are basically three types of pesticide/herbicide application methods. One is the "incorporated" type, in which the product is applied and immediately incorporated into the soil. It is expected that little if any evaporation of solv ent occur in this type of application. The next type, "pre-emergence", is where the product is put on the ground immediately after the crop is planted. This provides a protective layer. Some evaporation of solvent would be expected with this type of application. The largest emissions would occur from "over the top" application of pesticides. These pesticides are sprayed directly on the foliage to kill weeds or insects. This application would provide an opportunity for a great deal of solvent to evaporate.

The overall pesticide usage associated with agricultural crop production continues to slowly decrease in North Carolina driven by conservative pest management practices and the cost of pesticides as reported by the North Carolina Cooperative Extension office. The large majority of pesticide usage is confined to the production of tobacco and cotton crops. Because of the small crop size and high cash value, significant tobacco acreage is found in North Carolina.

The planted crop acreage from the North Carolina Agricultural Statistic Division and crop profile reports prepared by the North Carolina Cooperative Extension office, and other university extension services, for the US Department of Agri culture Pest Management Center were used to

## Area & Nonroad Mobile Sources Documentation 20 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 20 

# estimate agricultural pesticide usage. Crop acreage from the North Carolina Agricultural Statistic Division was obtained from http:// www.ncagr.com/stats/. Crop profile reports conducted by NCSU are based on surveys; where participation is reported to be as high as 90 percent for the more important cash crops. Crop profile reports for grains and soybeans do not exist for North Carolina, therefore data for these crops were obtained from other state profiles and from discussions with representatives of the North Carolina Cooperative Extension office.

The individual crop profiles outline the current agricultural pesticide practices, i.e. the pesticide agents (insecticides, herbicides, fungicides), the percentage of acres treated, and the pounds of active ingredient pesticide applied per acre. The crop profiles often reports the application of the active ingredient (pounds of active ingredient per acre) as a range of values. For the worst case scenario, the highest reported value was used. The number of applications of a single pesticide was usually one per year for all pesticides. The few exceptions to one application are more than accounted for by the conservative practice of using the highest value of application rate.

The pounds of active ingredients for each crop we re calculated by using equation 3.2.10-1 and an example calculation for soybeans follows. Table 3.2.10-1 presents the pesticides associated with a particular crop, the % of treated acres, and the lbs. of active pesticide ingredient per year.

(lbs. AI/acre) CROP 

# = ∑ (% acres treated) x (lb AI/acre) PESTICIDE 

# 3.2.10-1

where AI = active ingredient.

For soybeans, the pounds of active ingredients for the crop is:

Pesticide % Acres Treated Lb AI/acre Paraquat 20 0.47 Glyphosate 10 4 Sulfusate 5 4 Carbaryl 10 1.5

(lbs. AI/acre) SOYBEAN 

# =(0.20 x 0.47) + (0.10 x 4) + (0.05 x 4) + (0.10 x 1.5) =0.844 lbs. AI/acre for soybeans

## Area & Nonroad Mobile Sources Documentation 21 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 21 

# Table 3.2.10-1 Agriculture Pesticides Application Rates
Crop/Agent % Acres Treated Lbs. active ingredient/Acre 

## Crop/Agent % Acres Treated Lbs. active ingredient/Acre 

## Soybeans Corn Silage Paraquat 20 0.47 Terbufos 35 1 Glyphosate 10 4 Chloropyrifus 10 1 Sulfusate 5 4 Phorate 10 1 Carbaryl 10 1.5 Ethoprop 5 1 Cotton Carbofuran 5 1 Tribufos 100 0.75 M Parathion 50 0.75 Aldicarb 91 0.75 Thiocarb 90 0.6 Prourgite 0.45 0.73 Methomyl 50 0.45 Dicofol 0.55 1.6 Corn Grain Dicrotophos 0.45 0.2 Terbufos 35 1 Acephate 2.1 0.5 Chloropyrifus 10 1 M-Parathion 1 0.5 Phorate 10 1 L-cyhalothrin 99 0.145 Ethoprop 5 1 Thiocarb 40 0.75 Carbofuran 5 1 Aldicarb 50 0.725 M Parathion 50 0.75 Tobacco Thiocarb 90 0.6 Acephate 70 1.5 Methomyl 50 0.45 Spinosad 13 0.05 Oats Methomyl 11 0.45 M Parathion 5 0.5 Endosulfan 7 1 Wheat Imidacoloprid 62 0.03 M Parathion 5 0.5 Chloropicrin 41 79.8 Sweet Potatoes Dichloropropene 35 89.5 Napropamide 50 1.5 Clomazone 75 1 Clomazone 25 0.87 Metalaxyl 49 0.76 Fluazifop 20 0.17 Barley Carbaryl 25 0.67 M Parathion 0.8 0.5 Peanuts Irish Potatoes Chlorpyrifus 60 1 Phorate 3 40 1.20 Disulfoton 90 0.75 Glyphosate 6 5 Esfenvalerate 25 0.03 Metolachor 8 2 Folicur 1 51 0.51 Metribuzin 55 0.5 Vernolate 45 2.5 Sorghum Dichloropropene 0.16 80 MethyParathion 1 0.75 Chlorpyrifus 1 1 Carbaryl 1 2

## Area & Nonroad Mobile Sources Documentation 22 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 22 

# The emission factors for each crop were calculated utilizing information from the EIIP Tech. Report , p 9.5-4, which relates active ingredients to VOC emissions. According to the EIIP Tech. Report , for every pound of active ingredient there are 2.45 pounds of VOC, of this 90% is evaporated. The emission factors for each crop were calculated using Equation 3.2.10-2, with an example calculation for soybean following.

EF CROP 

# = (lb AI CROP 

# /acre) x (2.45 lb. VOC/l b. of AI) x (0.90) 3.2.10-2

Where EF CROP 

# = Emission factor in lbs. VOC/active ingredient for each crop AI CROP 

# = Active ingredient for each crop

For soybeans the emission factor is: Lbs. AI/acre for soybean = 0.844 lbs. AI/acre

EF SOYBEAN 

# = (0.844 lb active ingredient/acre) x (2.45 lb VOC/active ingredient) x (0.90) = 1.861 lbs. VOC/acre

An exception to the above calculation was for the usage of the pesticides: chloropicrin and 1,3 dichloropropene. These fumigants are widely us ed for treating tobacco beds for nematodes and constitute a major portion of the pesticide inventory. They have a moderate vapor pressure of 18.3 and 34 millimeters of mercury (at 77 ° F), respectively, and their formulation is approximately 96% to 98% of the active ingredient. In light of these properties, the VOC emissions are assumed to be equal to the application per acre, which are 79 pounds/acre for chloropicrin and 89.5 pounds/acre for 1,3 dichloropropene. Table 3.2.10-2 list the pounds of active ingredients per acre and the calculated emission factor for each crop.

## Area & Nonroad Mobile Sources Documentation 23 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 23 

# Table 3.2.10-2 Emission Factors by Crop Type
Crop Lbs. Active Ingredients/acre Lbs. VOC/Acre
Soybeans 0.844 1.861 Cotton 2.267 4.999 Barley 0.004 0.009 Corn – Silage 1.79 3.947 Corn – Grain 1.79 3.947 Wheat 0.025 0.055 Oats 0.025 0.055 Sweet Potato 1.169 2.578 Tobacco - Non-fumigant 2.317 5.109 - Fumigant 64.043 64.043 Total Tobacco 69.152 Peanuts - Non-fumigant 2.9175 6.433 - Fumigant 0.128 0.282 Total Peanuts 6.715 Irish Potatoes 1.9350 4.267 Sorghum 0.0375 0.083

The emissions for 2002 were calculated using equation 3.2.10-3.

EM a 

# = ( ∑ (CROP) a 

# x EF CROP 

# ) (2000 lb/tons) 3.2.10-3

where EM a 

# = emissions for source category in county (a) CROP = acres of specific crop in county (a) EF CROP 

# = emission factor for specific crop

Nonagricultural Pesticide

Nonagricultural pesticide applications are consid ered as part of the commercial/consumer solvent use emission factor and no longer a separate subcategory. Please refer to the next section.

## Area & Nonroad Mobile Sources Documentation 24 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 24 

# 3.2.11 Commercial/Consumer Solvent Use This category includes only non-industrial solvents that are used in commercial or consumer applications. The solvent containing products consist of a diverse grouping, e.g. personal care products, household products, automotive aftermarket products, adhesives and sealants, pesticides, some coatings, and other commercial and consumer products that may emit VOC emissions.

There are seven categories. They are named and their emission factors listed in Table 3.2.11-1 below.

Table 3.2.11-1 Misc. Non-Industrial Co nsumer-Commercial Emission Factors Subcategory lb VOC/yr/person. lb NH 3 

# /yr/person. All Coatings and Related Products 0.95 - All FIFRA Related Products 1.78 - Miscellaneous Products (Not Otherwise Covered) 0.07 -

Personal Care Products 2.32 - Household Products 0.079 0.031 Automotive Aftermarket Products 1.36 - Adhesives and Sealants 0.57 -

VOC emissions for this category is estimated by using nationally based per capita emissions factors. The county population values are used to estimate the emissions from this source category.

According to the EIIP Tech. Report , emissions from this source category occur 365 days per year. The emissions for the base year i nventory were calculated using equation 3.2.11-1.

EM = (Population 2002 

# ) x EF (2000 lb/tons) 3.2.11-1

where EM = emissions for source category, tons per year EF = emission factor for source category

## Area & Nonroad Mobile Sources Documentation 25 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 25 

# 3.3 BIOPROCESS EMISSION SOURCES

Bioprocess emission sources include those sour ces whose emissions result from biological processes (e.g., fermentations). Source categories include bakeries, breweries, wineries and distilleries.

3.3.1 Bakeries Ethanol, a VOC, is a by-product of fermentation of bread dough. The ethanol emissions from large commercial bakeries are accounted for as point sources; however, ethanol emissions occur from grocery store bakery departments and small business bakeries not accounted for under the point source inventory.

The EIIP Tech. Report prescribes accounting for these emissions by the use of a per capita consumption factor of 70 pounds of bread per pe rson per year and an emission factor of 0.5 pounds of VOC per 1000 pounds of baked bread. The county populations obtained from the North Carolina Office of State Budget and Management were used to estimate the emissions from this source category.

According to the EIIP Tech. Report , emissions from this source category occur 365 days per year. The emissions for the base year i nventory were calculated using equation 3.3.1-1.

EM = (Population) b 

# x CF x EF (2000 lb/tons) 3.3.1-1

where EM = emissions for source category Population b 

# = Population in base year CF = Consumption factor, 70 lb bread/person/year EF = emission factor for source category, 0.5 lb VOC/1000 lb bread baked

3.4 OTHER MAN MADE AREA SOURCES

Other man made area sources include forest fires, slash burning and prescribed burning, agricultural burning, structure fires, and orchard heaters. The methodology used to calculate the emissions from these sources are described in detail in each subsection.

## Area & Nonroad Mobile Sources Documentation 26 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 26 

# 3.4.1 Structure Fires Burning fires can produce short term emissions of organic compounds and nitrogen oxides (NOx). The U.S. Fire Administration (USFA) of the Department of Homeland Security maintains statistics on the number of fires per county. The number of fires per county for 2002 was derived from 2001 and 2002 population statistics and 2001 USFA fire statistics. The USFA fire statistics were obtained from the USFA we bsite at http://www.usfa.fema.gov/safety/. As 2002 fire statistics were not available, a fires per person factor for 2001 was calculated and found to be equal to 0.00184 fires/person. The 2001 county population values were obtained from the North Carolina State Demographics website at http://demog.state.nc.us/. The 2001 population values were the latest data available. The 0.00184 fires per person was applied to the 2002 population for each county to determine the number of fires in each county for 2002.

The emission factors and fuel loading factor s were obtained from the EIIP Tech. Report
, Table 18.4-1 and Table 18.4-2, respectively. The emission factors are 11 pounds of VOC per ton burned, and 1.4 pounds of NOx per ton burned. The loading factor is 1.15 tons of material burned per structural fire.

According to the EIIP Tech. Report , emissions from this source category occur 365 days per
year.

The emissions for the base year 2002 invent ory were calculated using Equation 3.4.1-1.

EM P 

# = (2002 County population) x (FPP) x (CF) x (EF P 

# ) (2000 lb/tons) 3.4.1-1

where EM P 

# = emissions for structure fires for pollutant (P) FPP = fires per person in 2001, 0.00184 fires/person CF = Conversion factor, 1.15 tons burned/structure fire EF P 

# = emission factor for pollutant (P)

3.4.2 Charbroiling The commercial charbroiling of ground beef emits VOC emissions. According to the methodology in the EIIP Tech. Report , county Health Departments should be able to provide the number of restaurants in a county as well as the percentage of those restaurants that charbroil meat. The NCDAQ was able to ascertain the number of restaurants in each county in 2002 from the North Carolina Division of Environmental Services, Inspection, Statistics, and Fee Branch.

## Area & Nonroad Mobile Sources Documentation 27 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 27 

# To determine the percentage of charbroiling restaurants, the county Health Departments of several counties were surveyed.

According to the EIIP Tech. Report , the average throughput of meat per restaurant with a charbroiler is 1160 pounds per week and the emissions factor is 3.94 pounds of VOC per 1000 pounds of meat. Emissions from this source category occur 365 days per year.

The emissions for the base year inventory were calculated using Equations 3.4.2-1.

EM a 

# = (# Restaurants) x (% Charbroiling) x (CF) x (EF) (2000 lb/tons) x (1 yr/52 wks) 3.4.2-1

where EM a 

# = emissions for source category in county (a), tons/yr CF = conversion factor, 1160 lb meat charbroiled/week EF = emission factor, lbs. pollutant/1000 lb meat charbroiled

3.4.3 Open Burning – Municipal Solid Waste and Yard Trimmings This Subsection describes the combined emission inventory methodology for source classification code (SCC) 2610030000 Residentia l Open Burning – Household and SCC 2610000100 Open Burning – Yard Trimmings. Open burning is treated as a means of waste disposal in rural areas. Materials burned generally include agricultural refuse, landscaping refuse, or scrap wood. Local authorities could not provide assistance with estimating the tons of refuse burned or the amount burned. According to local authorities, burning permits are issued year round without requiring a notation for the amount burned.

It was assumed that all municipal solid waste (MSW) and yard trimmings, were burned in the open for solid waste generated outside the municipal corporate limits. According to the EIIP Tech. Report , Table 16.5-1, it is estimated that 3.77 pounds of MSW is generated per person per day and 0.64 pounds of yard trimmings are generated per person per day. Since it is illegal to burn within the corporate limits, the rural populati on was estimated by using the same percentage of rural population in each county as what was reported in the 2000 census. The 2000 total and rural populations for each county was obtained fr om the North Carolina Office of State Budget and Management, State Data Center. The 2000 total and rural populations was the latest data available.

## Area & Nonroad Mobile Sources Documentation 28 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 28 

# VOC and NOx emission factors for open burning of MSW were obtained from EIIP Tech. Report , Table 16.4-1, Open Burning of Municipal Refuse. The emission factors are 6.676 pounds VOC per ton MSW burned and 6 pounds NOx per ton MSW burned.

The VOC emission factor for open burning of yard trimmings was obtained from EIIP Chapter 16, Table 16.4-7. The factor is 28 pounds VOC per ton yard trimmings. The rural percent of the populations for the statewide counties were obtained from the 2000 census data. Since burning permits are issued year round, the activity days per year was 365. These values were used to calculate the tons per year emissions for the base year. The emissions from the burning of MSW for the base year 2002 inventory were calculate d using equation 3.4.3-1. The emissions from the burning of yard trimmings for the base year 2002 inventory were calculated using equation 3.4.3-2.

EM P,MSW 

# = (Rural Population in 2002) x (CF MSW 

# ) x (EF P 

# ) x (365 days/yr) (2000 lb/tons) 3.4.3-1

EM P,YT 

# = (Rural Population in 2002) x (CF YT 

# ) x (EF P 

# ) x (365 days/yr) (2000 lb/tons) 3.4.3-2

where EM P,MSW 

# = emissions from burning MSW for pollutant (P) EM P,YT 

# = emissions from burning yard trimmings for pollutant (P) CF MSW 

# = conversion factor, 3.77 lb MSW/person/day = 0.001885 ton MSW/person/day CF YT 

# = conversion factor, 0.64 lb yard trimmings/person/day = 0.00032 ton yard trimmings/person/day EF P 

# = emission factor for pollutant (P)

3.4.4 Small Stationary Source Fossil Fuel Use In general, fossil fuels are burned for space and hot water heating. This source category covers VOC and NOx emissions from natural gas (NG) a nd liquid petroleum gas (LPG), oil, coal, and wood combustion in the residential, commercial/institutional (called commercial), and industrial
sectors.

The “demand for energy” for these fuel types is known as fuel usage. Fuel usage data for North Carolina was taken from NC Energy Outlook 2003 by Global Insight, Inc for the base year 2002. The following table shows the data used.

## Area & Nonroad Mobile Sources Documentation 29 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 29 

# Table 3.4.4-1 Fuel Use in North Carolina 2002 Fuel Units Residential Commercial Industrial NG 10 6 

# ft 3 

# 64,014 40,580 95,718 LPG gallons 282,775,596 47,960,199 198,606,965 Oil gallons 215,804,019 113,088,933 343,414,390 Coal tons 46,872 85,735 0 Wood tons 1,625,111 164,327 8,583,778

Emission factors used are shown in Table 3.4.4-2 below.

Table 3.4.4-2 Combustion Emission Factors Sector Fuel Units VOC NOx Residential NG lb/10 6 

# ft 3 

# 5.5 94 Residential LPG lb/gal 0.0003 0.014 Residential Oil lb/gal 0.000713 0.018 Residential Coal lb/ton 0.07 9.1 Residential Wood lb/ton 229.0 2.6 Commercial NG lb/10 6 

# ft 3 

# 5.5 167.5 Commercial LPG lb/gal 0.00035 0.0145 Commercial Oil lb/gal 0.000735 0.037 Commercial Coal lb/ton 0.07 15.8 Commercial Wood lb/ton 0.255326 3.304224

Industrial NG lb/10 6 

# ft 3 

# 4.96 163.33 Industrial LPG lb/gal 0.00035 0.02 Industrial Oil lb/gal 0.00024 0.039 Industrial Coal lb/ton 0.07 14.9 Industrial Wood lb/ton 0.255326 3.304224

3.4.4.1 Fuel Oil Combustion Fuel oil consumption covers the use of kerosene, distillate oil and residual oil. Distillate oil includes fuel oil grades 1, 2, and 4; residual oil includes fuel grades 5 and 6. In most areas, residual oil is not used by residential sources. Kerosene and distillate oils are primarily used for space heating in domestic and small commercial buildings, while residual oils are used primarily for industrial and large commercial applications. It was assumed that residential fuel oils are normally used only for heating and therefore, no residential fuel oil emissions were calculated for summer months.

## Area & Nonroad Mobile Sources Documentation 30 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 30 

# The base year statewide annual fuel oil demand for energy, obtained from the NC Energy Outlook 2003 , was converted British Thermal Units (BTUs) to gallons of fuel used for each heating classification (i.e., residential, commercia l, and industrial). The conversion factors used were obtained from the NC Energy Outlook 2003 and are 135,000 BTU per gallon of kerosene, 138,690 BTU per gallon of distillate oil, and 149,690 BTU per gallon of residual oil.

Once converted to gallons of fuel, the statewide fuel use was then apportioned to the county level. This was accomplished by multiplying the number of gallons of fuel used in the state by the fraction of housing units heated by fuel oils in the county compared to that of the whole state (see the equation below).

# gal. fuel for County X = (# gal. fuel oil for Stat e) x (# housing units heated by fuel oil in County X) (# housing units heated by fuel oil in State)



# The fraction of housing units was used to distribute the fuel on a county level for the residential heating classifications. The number of housing units heated by fuel oils was obtained from the 2000 Census.

Commercial and industrial fuel usage was apportioned according to the number of business establishments in the State and counties. The numbers were taken from 1997 (last year of SIC based statistics) County Business Patterns. Establishments with SICs from 50 xx through 99 xx were summed. Industrial sources were calculated in a manner similar to commercial sources burning oil or coal.

For residential, commercial and industrial consumption, NOx and VOC emission factors were obtained from AP-42, Table 1.3-1 and Table 1.3-3, re spectively. The residential emission factors were 0.018 pounds of NOx per gallon of fuel burned and 0.000713 pounds of VOC per gallon of fuel burned. The commercial emission factors were 0.037 pounds of NOx per gallon of fuel burned and 0.000735 pounds of VOC per gallon of fuel burned. The commercial emission factors were 0.039 pounds of NOx per gallon of fuel burned and 0.00024 pounds of VOC per gallon of fuel burned.

According to the Procedures document, Table 5.8-1, the activity days per week is 7 for residential heating and 6 for commercial and industrial heating. These values were used to calculate the emissions in tons per year for the base year.

Point source emissions with SCC 1-03-004-xx and 1-03-005-xx identified commercial residual oil and distillate oil emissions, respectively; while source emissions with SCC 1-02-004-xx and

## Area & Nonroad Mobile Sources Documentation 31 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 31 

# 1-02-005-xx identified industrial residual and distillate oil emissions, respectively. The point source emissions in tons per year were subtracted from the area source emissions.

3.4.4.2 Coal Combustion There are three types of coal used for space heating: anthracite, bituminous and lignite. According to AP-42, anthracite, or hard coal, is mined almost exclusively in Pennsylvania and is consumed in Pennsylvania and in states that are within easy shipping distance. In addition, lignite coal is mined in North Dakota and Texas and is consumed near where it mined. Since the incidence of anthracite and lignite coal burning is low in North Carolina, the emissions from coal combustion were calculated utilizing only the emission factors for bituminous coal.

It was assumed that residential coal is normally used only for heating and therefore, no residential coal emissions were calculated for summer months.

The base year statewide annual coal demand for energy, obtained from the NC Energy Outlook 2003 , were converted from BTU to tons of coal used for each heating classification (i.e., residential, commercial, and industrial). The conversion factor used was 21,100,000 BTU per ton of coal.

Once converted to tons of coal, the statewide coal use was then apportioned to the county level. This was calculated by multiplying the number of tons of coal used in the state by the fraction of housing units heated by coal in the county, compared to that of the whole state (see the equation below).

# ton of coal for County X = (# ton of coal for State) x (# housing units heated by coal in County X) (# housing units heated by coal in State)



# The fraction of housing units was used to distribute the coal on a county level for both heating classifications. The number of housing units h eated by coal was obtained from the Federal Bureau of the Census and the 2003 NC State Energy Plan (http://www.doa.state.nc.us/doa/energy).

There were several emission factors for bituminous coal combustion listed in AP-42, Table 1.1-3. For the purpose of estimating the emissions from coal combustion, the equipment listed in AP-42, Table 1.1-3 were grouped into industrial, commercial/institutional and residential type equipment. The emission factors were averaged for each type and the averaged emission factors were used to calculate the emissions. Table 3.4.4.2-1 lists the averaged emission factors used in the calculations. It shoul d be noted that fluidized bed combustors (FBC)

## Area & Nonroad Mobile Sources Documentation 32 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 32 

# were not included in the averaged emission factors because FBC does not constitute a significant percentage of the total boiler population, according to AP-42, Section 1.1. The Procedures document, Table 5.8-1, lists the activity days per week as 7 for residential heating and 6 for commercial and industrial heating. Point source emissions with SCC 1-03-002-xxidentified commercial coal combustion emissions. The point source annual emissions in tons per year were subtracted from the area source emissions.

Table 3.4.4.2-1 Coal Combustion Emission Factors Application/Equipment Type Emission Factor (lb NOx/ton Coal) Emission Factor (lb VOC/ton Coal)

Industrial Applications Averaged Emission Factor 14.9 0.07

Commercial Applications Averaged Emission Factor 15.8 0.07

Residential Applications Hand-fed units 9.1 0.07

Residential Coal Combustion Emissions:

Pollutant emitted by = (# tons/year Coal) x EF coal combustion (2000 pounds/ton)

Commercial Coal Combustion Emissions:

Pollutant emitted by = (# tons/year Coal) x EF coal combustion (2000 pounds/ton)

Industrial Coal Combustion Emissions:

There is no industrial coal combustion in the area source inventory because it is included in the point source emissions inventory.

3.4.4.3 Natural Gas Combustion Currently in the United States, natural gas is one of the major types of fuels used for heating. It is mainly used for industrial process stream and heat production, commercial and residential

## Area & Nonroad Mobile Sources Documentation 33 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 33 

# space heating and for electric power generation. Although natural gas is a relatively clean burning fuel, some emissions can result from its combustion.

The base year statewide annual demand for natural gas energy, obtained from the NC Energy Outlook 2003 , was converted from BTU to 10 6 

# cubic feet of natural gas used for each heating classification (i.e., residential, commercial, a nd industrial). The conversion factor used was 1,000 BTU per cubic foot of natural gas.

Once converted to cubic feet of natural gas, the statewide natural gas use was then apportioned to the county level. This was calculated by multiplyi ng the number of cubic feet of natural gas used in the state by the fraction of housing units heated by natural gas in the county, in comparison to the state (see the equation below).

# ft 3 

## nat gas for County X = (# ft 3 

## nat gas for State) x (# housing units heated by nat gas in County X) (# housing units heated by nat gas in State)



# The fraction of housing units was used to distribute the natural gas usage on a county level for each heating classification. The number of housing units heated by natural gas was obtained from the 2000 Census.

The North Carolina Utilities Commission provided data from the U.S. Department of Energy, Energy Information Administration giving monthly usage of natural gas by residential and commercial customers in North Carolina for 2002.

There were several emission factors listed for industrial and commercial natural gas boilers in AP-42, Table 1.4-1. For the purpose of estimating the emissions from natural gas combustion, an average of the emission factors were used. Table 3.4.4.3-1 lists averaged emission factors used in the calculations. According to the Procedures document, Table 5.8-1, the activity days per week is 7 for residential heating and 6 for commercial and industrial heating. These values were used to calculate the annual emissions in tons per year for the base year.

Point source emissions with SCC 1-03-006-xxx and 1-02-006-xxx, identified commercial and industrial natural gas combustion emissions, respectively. Where point source emissions were indicated, these were deducted from the 2002 annual emission estimates.

## Area & Nonroad Mobile Sources Documentation 34 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 34 

# Table 3.4.4.3-1 Emission Factors for Natural Gas Application/Equipment Type Emission Factor (lb NOx/10 6 

# ft 3 

# ) Emission Factor (lb VOC/10 6 

# ft 3 

# )

Industrial Applications Averaged Emission Factor 163.33 4.96

Commercial Applications Averaged Emission Factor 167.5 5.5

Residential Applications Uncontrolled 94 5.5

Residential Natural Gas Combustion Emissions :

Pollutant emitted by = (# ft 3 

# /year natural gas) x EF Nat. gas combustion (2000 pounds/ton)

Commercial Natural Gas Combustion Emissions:

Pollutant emitted by = (# ft 3 

# /year natural gas) x EF Nat. gas combustion (2000 pounds/ton)

Industrial Natural Gas Combustion Emissions:

Pollutant emitted by = (# ft 3 

# /year natural gas) x EF Nat. gas combustion (2000 pounds/ton)

3.4.4.4 Liquefied Petroleum Gas Combustion Liquefied petroleum gas (LPG) consists of pr opane, propylene, butane, and butylenes. The largest market for LPG is the domestic/commercial market, followed by the chemical industry and agricultural markets. LPG is also used as a stand-by fuel for facilities that have natural gas service contracts that can be interrupted. The form of LPG used primarily for domestic heating is propane. Liquefied petroleum gas is considered a clean fuel because it does not produce visible emissions. However, gaseous pollutants such as VOC do occur.

## Area & Nonroad Mobile Sources Documentation 35 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 35 

# The base year statewide annual LPG demand fo r energy, obtained from the NC Energy Outlook 2003 , was converted from BTU to 10 3 

# gallons of LPG used for each heating classification (i.e., residential, commercial, and industrial). The conversion factor was 95,475 BTU per gallon of LPG.

Once converted to gallons of LPG, the statewide LPG use was then apportioned to the county level. This was accomplished by multiplying the number of gallons of LPG used in the state by the fraction of housing units heated by LPG in the county compared to that of the whole state (see the equation below).

# gal LPG for County X = (# gal LPG for State) x (# housing units heated by LPG in County X) (# housing units heated by LPG in State)



# The fraction of housing units was used to distribute the LPG usage on a county level for each heating classification. The number of housing units heated by LPG was obtained from the 2000 Census.

The North Carolina Utilities Commission provided data from the U.S. Department of Energy, Energy Information Administration giving monthly usage of LPG by residential and commercial customers in North Carolina for 2002.

The emission factors listed in AP-42, Table 1.5-1 were averaged for industrial and commercial sources. There is no residential LPG emission factor listed in AP-42. Since the form of LPG used primarily for domestic heating is propane, the commercial propane emission factor was used for residential LPG combustion. The emission factors listed in AP-42, as well as the average emission factors used for estimating the emissions from LPG combustion are listed in Table 3.4.4.4-1. According to the Procedures document, Table 5.8-1, the activity days per week is 7 for residential heating and 6 for commercial and industrial heating. Point source emissions with SCC 1-03-006-xxx and 1-02-006-xxx, identified commercial and industrial natural gas combustion emissions, respectively. Where point source emissions were indicated, these were deducted from the 2002 annual emission estimate.

Residential LPG Emissions:

Pollutant emitted by = (# gal/year LPG) x EF 

# LPG combustion (2000 pounds/ton)

## Area & Nonroad Mobile Sources Documentation 36 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 36 

# Commercial LPG Combustion Emissions:

Pollutant emitted by = (# gal/year LPG) x EF LPG combustion (2000 pounds/ton)



# Industrial LPG Combustion Emissions:

Pollutant emitted by = (# gal/year LPG) x EF LPG combustion (2000 pounds/ton)



# Table 3.4.4.4-1 Emission Factors for Liquefied Petroleum Gas
Application/Fuel Type Emission Factors (lb /gallon)
Industrial Commercial Residential
Butane 0.021 0.015 Propane 0.019 0.014 0.014 Averaged NOx Emission Factor 0.02 0.0145 Butane 0.0004 0.0004 Propane 0.0003 0.0003 0.0003 Averaged VOC Emission Factor 0.00035 0.00035

3.4.4.5 Wood Combustion

The use of wood as a source of heat occurs in the residential and industrial sectors. It was assumed that residential wood is normally used only for heating and therefore, no residential wood emissions were calculated for summer months. The burning of wood waste in boilers is mostly confined to those industries where the wood is available as a byproduct. Most often this is in the lumber, furniture and plywood industries. These types of industries are included in the point source inventory, therefore, no area source emissions will be calculated for industrial wood combustion. Wood stoves, commonly used in residences as space heaters, are used both as the primary source of heat and as a supplement to conventional heating systems.

The base year statewide annual wood demand for energy, obtained from the NC Energy Outlook 2003 , was converted from BTU to tons of wood used for residential heating. The conversion factor was 4,500 BTU per pound of wood, which is the mid-point of the range (4,000 to 5,000 BTU per pound of wood) given in AP-42, Section 1.6.

Once converted to tons of wood, the statewide wood use was then apportioned to the county level. This was accomplished by multiplying the number of tons of wood use in the state by the

## Area & Nonroad Mobile Sources Documentation 37 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 37 

# fraction of housing units heated by wood in the county compared to that of the whole state (see the equation below).

# tons Wood for County X = (# ton Wood for State) x (# housing units heated by Wood in County X) (# housing units heated by Wood in State)



# The fraction of housing units was used to distribute the wood usage on a county level. The number of housing units heated by wood was obtained from the 2000 Census.

Wood combustion emission factors are 229 lb/ton burned and 2.6 lb/ton burned for VOC and NOx, respectively. The residential wood combus tion emission factors were obtained from the Table 2.4-1 of the EIIP Tech. Report , Volume III, Chapter II. According to the Procedures document, Table 5.8-1, the activity days per week is 7 for residential heating.

Wood Combustion Emissions:

Pollutant emitted by = (# ton/year Wood) x EF Wood combustion (2000 pounds/ton)



# 3.4.4.6 Small Electric Utility Boilers This source subcategory has been treated as a point source since the information was available for each facility.

3.4.5 Vehicle Fires Vehicle fire emissions within the State demonstration area are estimated by considering the estimated number vehicles burned in the State, th e amount of material burned (the fuel loading) in a vehicle fire, and the emission factors for the open burning of automobile components. The assumptions for amount of material burned and the emission factors were based on the USEPA’s AP-42 , Section 2.5 Open Burning.

The estimated number of vehicle fires was determined by apportioning a national fire statistic to a county level. The USFA of the Department of Homeland Security maintains national-level fire statistics. The number of fires nationwide in 2002 was 1,734,500 and was available from the USFA website at http://www.usfa.fema.gov/statistics/ national/. The percentage of vehicle fires was applied to the national-level total number of fires. The number of national-level vehicle fires was then apportioned to a state-level. The ratio of North Carolina vehicle miles traveled (VMT) to U.S. VMT (92,894,000,000 VMT / 2,855,756,000,000 VMT) was applied to the

## Area & Nonroad Mobile Sources Documentation 38 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 38 

# number of national-level vehicle fires to obtain the number of North Carolina vehicle fires. The VMT statistics were obtained from the U.S. De partment of Transportation, Federal Highway Administration website at http://www.fhwa.dot .gov/policy/ohim/hs02/vm2.htm. The number of state-level vehicle fires was then apportioned to a county level based on paved mile per county in 2002. Paved mile per county data was obtained from the NCDOT. Using the above method, 2002 vehicle fire emissions were calculated.

The amount of vehicle material burned (the fuel loading) in a vehicle fire was estimated by assuming that an average vehicle has 500 pounds of components (0.25 tons) that can burn in a fire, based on a 3,700 pounds average vehicle weight (CARB, 1995).

The emission factors were obtained from Tabl e 2.5-1, Emission Factors for Open Burning of Municipal Refuse, of the USEPA’s AP-42 , Section 2.5 Open Burning. The emission factors are 32 pounds of VOC per ton burned and 4 pounds of NOx per ton burned.

The emissions for the base inventory were calculated using equation 3.4.5-1.

EM P 

# = (# of Vehicle Fires per year) x (CF) x (EF P 

# ) (2000 lb/tons) 3.4.5-1

where EM P 

# = annual emissions for structure fires for pollutant (P) CF = Conversion factor, 0.25 tons burned/vehicle fire EF P 

# = emission factor for pollutant (P)

3.4.6 Agricultural Burning This source subcategory covers burning practices us ed to clear and/or prepare land for planting. These operations include stubble burning, burning of agricultural crop residues, and the burning of stand field crops as part of harvesting (e.g., sugar cane). According to the North Carolina Department of Agriculture, when soybeans are double cropped with wheat, the wheat stubble is usually burned back after harvest about one fourth of the time. According to Dr. J. Dunphy, a soybean specialist at North Carolina State University, the acres of soybean double cropped with wheat in North Carolina is approximately equal to the acres of wheat planted. Therefore, one fourth of the acreage of wheat planted in 2002 was used to calculate the emissions from agricultural burning practices in North Carolina.

The fuel loading factor and the yield of VOC for burning wheat stubble was obtained from AP-42 , Table 2.5.5. The fuel loading factor is 1.9 tons of fuel consumed per acre burned. The

## Area & Nonroad Mobile Sources Documentation 39 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 39 

# yield of VOC was dependent upon whether the fiel d was head-fire burned or back-fire burned. The percentage of each burning type used was not available, therefore, the assumption was made that each type was used 50 percent of the time. The yield of VOC used, 11 pounds of VOC per ton of fuel consumed, is an average of the two types of burning. To calculate the emission factor for VOC emissions, the fuel loading factor is multiplied by the yield of pollutant.

EF VOC 

# = (1.9 tons/acre) (11 lb VOC/ton burned) = 20.9 lb VOC/acre burned

The annual emissions were calculated using the number of acres burned and the per acre emission factor. According to the North Caro lina Department of Agriculture, field burning occurs only during June and July.

The number of acres of wheat planted was obtained from the North Carolina Department of Agriculture, Agriculture Statistics Division. The emissions for the 2002 base year inventory were calculated using equation 3.4.6-1.

EM = (1⁄4 x (wheat acreage)) x EF (2000 lb/ton) 3.4.6-1

where EM = emissions for source category for VOC EF = emission factor for VOC

3.4.7 On Site Incineration On-site incineration is the confined burning of waste leaves, landscape refuse and other refuse or rubbish. In North Carolina, commercial/institutional and industrial incinerators are required to have an Air Quality Permit in order to operate. Therefore, all industrial incinerators are identified in the point source inventory. There may be small commercial/institutional incinerators that have not been identified in the point source inventory and as a result emissions were calculated for commercial on-site incinerators.

No data was available to determine the amount of waste burned in on-site incinerators. Therefore, the amount of solid waste burned was es timated with the fuel loading factor (L) given in Table 4.6-1 of the Procedures document. The commercial fuel loading factor is 23 tons of refuse/1,000 population/year. The yield for comme rcial incineration was obtained from several sources. The yield of NOx (P) was obtained from AP-42 , Table 2.1-12 and is listed in Table 3.4.7-1. The yield value used for NOx was the average of the yield values listed in AP-42

.

## Area & Nonroad Mobile Sources Documentation 40 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 40 

# The yield of VOC is 8.556 lb/ton of refuse a nd was obtained from EIIP Technical Report , Open Burning, Table 16.4-1.

Table 3.4.7-1 Yield of Pollutant Values for Uncontrolled Refuse Combustors

Pollutant Multiple Chamber Combustor Yield Value

(lb/ton refuse burned) Single Chamber Combustor Yield Value

(lb/ton refuse burned) Yield Value (lb/ton refuse burned)

NOx 3 2 2.5 (average)

VOC - - 8.556

To calculate the per capita pollutant emission factor (EF) for on-site commercial incinerators, the fuel loading factor was multiplied by the yield of the pollutant, as shown in the following equation.

EF P 

## = L COMMERCIAL 

## x P INCINERATION



# = (23 tons of refuse/1000 population/year) x (2.5 lb NOx/ton of refuse burned)

= 57.5 lb NOx/1000 population/year



# The emissions from commercial on-site incineration for the base year 2002 inventory were calculated using equation 3.4.7-1.

EM P 

# = (Rural Population in 2002) x (EF P 

# ) (2000 lb/tons) 3.4.7-1

where EM P 

# = emissions from on-site incineration for pollutant (P) in tons/year EF P 

# = emission factor for pollutant (P)

The population was obtained from the 2000 census data. The 2000 census data was the latest data available. According to the Procedures document, on-site incineration occurs uniformly year round and operates 7 days per week. Point source emissions with SCC 5-xx-xxx-xx identified waste incineration emissions. The point source emissions in tons per year were subtracted from the area source emissions.

## Area & Nonroad Mobile Sources Documentation 41 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 41 

# 4. VISTAS DEVELOPED 2002 AREA SOURCE INVENTORY

Section 4.0 details the portion of the 2002 base year area source inventory, which was developed for VISTAS/ASIP by the VISTAS contractor, MA CTEC, Inc. This information was obtained from the report entitled Documentation of the Base G 2002 Base Year, 2009, and 2018, Emission Inventories for VISTAS prepared for VISTAS by MACTEC, Inc. This report is included in Appendix Q.

Several major components of the area source sector of the inventory, which were developed by VISTAS, are discussed in Sections 4.1 through 4.3. Stage II emissions are discussed in Section 4.1 and were removed from the area source inventory and included in the mobile sector of the inventory. Also, emissions from portable fuel containers were added and are discussed in Section 4.2. Section 4.3 describes the development of the fires emissions inventory and distinguishes the difference between an actual vers us typical inventory with regards to fires.

The following Sections are based on excerpts, with some editing, taken from a document entitled, Documentation of the Base G 2002 Base Year, 2009 and 2018 Emission Inventories for VISTAS and prepared by MACTEC, Inc.

4.1 Vehicle Refueling (Stage II) emissions

For the 2002 inventory, the VISTAS/ASIP States all agreed to remove the Stage II refueling emissions from the area source inventory and include them in the non-road and on-road sectors.

4.2 Portable Fuel Containers

Portable fuel containers (PFCs), SCC 2501060300, covers emissions from residential and commercial sector portable gasoline containers. Permeation, diurnal, transport, spillage, and vapor displacement emissions are typically accounted for in this category. Spillage from refueling operations and vapor displacement emi ssions were not included in the inventory to avoid double counting refueling in the non-road sector.

MACTEC found that the USEPA had prepared a national inventory of emissions by State for portable fuel containers. Data on emissions from this source prepared by the USEPA were presented in the report, Estimating Emissions Associated with Portable Fuel Containers (PFCs), Draft Report , Office of Transportation and Air Qu ality, USEPA, Report # EPA420-D-06-003, February 2006.

## Area & Nonroad Mobile Sources Documentation 42 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 42 

# The 2002 county-level emission estimates were obtained through an allocation method based on fuel usage. Initially, 2005 emission estimates, except those from vapor displacement and spillage from refueling operations, were obtained from the USEPA’s report and assumed to be equal to 2002 values. Permeation, diurnal, and transport emission estimates were summed and allocated to the county-level, based on the fuel usage information obtained from the NONROAD2005 model. The SCCs that use containe rs for refueling were acquired from the spillage file of the NONROAD model. Then the fuel usages by county from the NONROAD 2005 runs prepared for VISTAS/ASIP were summe d for those SCCs by county. The county level fuel use was then divided by the State total fuel use for the same SCCs to determine the fraction of total State fuel usage and that fraction was used to allocate the State-level emissions to the county.

4.3 Forest Fires

The fires source category includes wildfire, pres cribed burning, and land clearing fires. These fires can be intermittent in nature, but many of these can produce large quantities of air pollutant emissions. Wildfires in certain rural areas can produce large, short-term organic emissions. Prescribed burning is used a as a forest management practice to establish favorable seedbeds, remove competing underbrush, accelerate nutrient cycling, control tree pests and contribute other ecological benefits. Agricultural burning covers agricultural burning practices used to clear and/or prepare land for planting. In land cleari ng fires, waste from logging operations is often burned under controlled conditions to reduce the potential fire hazards in forests and to remove brush that can serve as a host for destructive insects.

The total wildfire acreage burned was obtained from the NCDFR for each county in the State. These numbers however are replaced with the 2002 “typical” year for the purpose of modeling. Fire emissions are not easily grown or projected. Thus, the replacement was done so that the fires represented in the area source inventory are considered typical and do not reflect an abnormally low or high year as far as fires. The typical year forest fire inventories were developed by MACTEC, Inc. with input from state and federal forest resource staff. The typical year covered wildfire, prescribed burning, agricultural fires and land clearing fires. The development of the typical year inventory is described below.

State level ratios of acres over a longer-term record (three or more years) developed for each fire type relative to 2002. The 2002 acreage was then scaled up or down based on these ratios to develop a typical year inventory. VISTAS Fire Special Interest Work Group based the ratio on county-level data for States that supplied long-te rm fire-by-fire acreage data rather than State-

## Area & Nonroad Mobile Sources Documentation 43 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 43 

# level ratios. Where States did not supply long-te rm fire-by-fire acreage data, MACTEC reverted to using State-level ratios. With one broad exception (wildfires) this method was implemented for all fires. MACTEC solicited long term fire -by-fire acreage data by fire type from each VISTAS State. A minimum of three or more years of data were used to develop the ratios. Those data were then used to develop a ratio for each county based on the number of acres burned in each county for each fire type relative to 2002.

If VISTAS had long term county prescribed fi re data from a State, a county acreage ratio, described below, was developed.

acreage Rx level county actual 2002 acres Rx level county average term Long

= Ratio

This ratio was then multiplied times the actual 2002 acreage to get a typical value (basically the long term average county level acres). Wherever possible this calculation was performed on a fire-by-fire basis. The acreage calculated using the ratio was then used with the fuel loading and emission factor values to calculate emissions.

There were three exceptions to this method.

Exception 1: Use of State Ratios for Wildfires
Wildfires estimates were developed using State ratios rather than county ratios because some counties were showing unrealistic ratios, which were created by very short term data records or missing data. In addition, exceptionally large and small fires were removed from the database. VISTAS also removed all fires less than 0.1 acres from the dataset.

Exception 2: Correction for Blackened Acres on Forest Service Lands
Acres, submitted by the U.S. Forest Service (USFS) for wildfires and prescribed fires on USFS lands, represented perimeter acres rather than “blackened” acres. Therefore, for prescribed fires greater than 100 acres in size, the acreage was adjusted to be 80 percent of the initial reported value. For prescribed fires of 100 acres or less, the acreage values were maintained as reported. All reported acreage values for wildfires were adjusted to be 66 percent of their values, as initially reported.

## Area & Nonroad Mobile Sources Documentation 44 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 44 

# Exception 3: Missing/Non-reported data

When VISTAS did not receive data from a VISTAS State for a particular fire type, a composite average for the entire VISTAS region was used to determine the typical value for that type fire. This technique was applied to all fire types when data was missing.

For wildfires and prescribed burning, ratios were also developed for “northern” and “southern” tier States within the VISTAS region and those ratios were applied to each State with missing data depending upon whether they were considered a “northern” or “southern” tier State. Development of “southern” and “northern” tier data was an attempt to account for a change from a predominantly pine/evergreen ecosystem (southern) to a pine/deciduous ecosystem (northern).

Table 4.3-1 below presents a comparison in tons per year of the 2002 actual fire emissions and the 2002 typical fire emissions for NOx and VOC for wildfires, prescribed burning, agricultural fires and land clearing fires in North Carolina.

Table 4.3-1 2002 North Carolina Actual and Typical Fire Emissions Actual Fire Emissions Typical Fire Emissions Fire Type NOx (TPY) VOC (TPY) NOx (TPY) VOC (TPY)

Wildfires 458.18 1005.04 733.62 1609.22 Prescribed Burning 282.28 619.19 810.38 1777.61 Agricultural Fires - 1123.38 - 1609.22 Landclearing Fires 3460.84 8029.08 3460.84 8029.08

## Area & Nonroad Mobile Sources Documentation 45 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 45 

# 5. 2009 AREA SOURCE EMISSION INVENTORY DEVELOPMENT

This Section describes the methodology used to develop the 2009 area source inventory. Separate methods for projecting emissions were used for non-agricultural (stationary area), agricultural area sources and forest fire area sources. The agricultural area sources method are for ammonia emissions and are not related to ozone formation, therefore it will not be discussed in this documentation. Since ammonia is important for regional haze and fine particulate matter, the method for projecting agricultural area sources will be detailed in the respective State Implementation Plans.

The following Sections are based on excerpts, with some editing, taken from a document entitled, Documentation of the Base G 2002 Base Year, 2009 and 2018 Emission Inventories for VISTAS and prepared by MACTEC, Inc.

5.1 Projection of Stationary Area Sources

VISTAS 2002 base year inventory emissions were used as a starting point for calculating 2009 emissions. MACTEC, Inc. first back calculated uncontrolled emissions from the 2002 base year inventory. Growth and control factors were then applied based on controls initially identified for the Clean Air Interstate Rule (CAIR) and growth factors identified for the CAIR projections. In some cases, Economic Growth Analysis System version 5.0 (EGAS 5.0) growth factors were used if no growth factor was available from the CAIR growth factor files.

The 2009 growth factors were obtained from the USEPA growth factors and indirectly from 2010 and 2015 CAIR growth factors. Using a 2001 base year, interpolation of 2010 and 2015 CAIR growth factors yielded 2009 growth fact ors. MACTEC used the TREND function of Microsoft Excel for interpolation. Interpolated growth factors were calculated at the State and SCC level.

In a few cases, additional growth factors had to be added for sources that had not initially been included in a draft 2002 inventory. These growth factors were obtained from EGAS 5.0. Finally updates to growth factors from EGAS 5.0 were made for fuel fired emission sources. The updated growth factors reflected the most recent data from the Department of Energy’s Annual Energy Outlook (AEO). These data were used to reflect changes in energy efficiency resulting from new or updated fuel firing technologies.

## Area & Nonroad Mobile Sources Documentation 46 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 46 

# North Carolina provided 2009 updated emission files used to update the emissions for each year for several source categories. However not all sources in the inventory were included in these North Carolina updates. As a consequence, the final 2009 inventory for North Carolina included emissions updated using the North Carolina supplied files and emissions developed using growth and control factors as outlined above.

5.2 Projection of Forest Fires Area Sources

Several Federal agencies indicated that they had plans for increased prescribed fire burning in future years and that the “typical” fire invent ory would likely not adequately capture those increases. Thus, MACTEC acquired the data necessary to provide 2009 specific projections for the prescribed fire component of the fire inventory.

The U.S. Fish and Wildlife Service (USFWS) submitted annual acreage data by National Wildlife Refuge (NWR) and by county with estimates of acres burned per day for each NWR. USFS provided fire-by-fire acreage estimates based on mapping projected burning acreage to current 2002 modeling days. However, USFWS did not submit data for VISTAS original base year preparation process, thus there was no known USFWS data in the 2002 actual or typical inventories. MACTEC therefore developed a method that could use the county-level data submitted by USFWS.

Several VISTAS/ASIP States run a prescrib ed fire-permitting program. To avoid double counting, only State data and not USFWS or USFS data was used in those States for the 2002 actual inventory.

The method used by MACTEC to include the USFS data applied a county level data approach for USFS data where a State had a prescribed fire permitting program and a fire-by-fire replacement for USFS data in States without permit programs. MACTEC used a county level approach for all of the USFWS data. The approach used for each data set is discussed below.

For USFWS data, 2002 annual county acres burned was subtracted from the USFWS projected acreage. A 0.8 factor was applied to the difference to account for blackened acres instead of the total perimeter acres that were reported. The revised total additional USFWS acreage was then added to the total county “typical” acreage to determine future acreage burned for 2009.

MACTEC then allocated the increased acreage to current modeling days. The average daily acres burned data provided by USFWS per NWR/county was used to allocate the acreage to the

## Area & Nonroad Mobile Sources Documentation 47 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 47 

# correct number of days required to burn all of the acres. Guidance supplied by USFWS indicated that up to three times the average daily acres burned could potentially be allocated to any one day.

For the USFS fire-by-fire acreage estimates, MACTEC summed the USFS data at a county-level for States that had permit programs, then added the sum to the typical acreage and allocated the acres to current modeling days. For States that do not have a State prescribed fire permit program, MACTEC simply replaced the current fire- by-fire records in the database with fire-byfire records from the USFS and recalculated em issions based on fuel model and fuel loading. VISTAS also applied the same 0.8 correction for blackened acres applied to all USFS supplied acreage as the supplied values represented perimeter acres.

An additional problem with developing year-speci fic prescribed fire projections was how to adequately capture the temporal profile for those fires. In the 2002 actual fire inventory, fires occur on same days as state/FLM records. In the 2002 “typical” year inventory, fire acreage increased or decreased from acreage on the same fire days as were in the 2002 actual inventory, since the acres were simply increased for each day based on a multiplier used to convert from actual to typical.

When prescribed fires acreage was added to a future year, MACTEC added acreage to individual fire days proportional to the annual increase (if acreage on a day is 10 percent of annual, add 10 percent of projected increase to that same day).

## Area & Nonroad Mobile Sources Documentation 48 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 48 

# 6. VISTAS DEVELOPED 2002 NONROAD MOBILE SOURCE INVENTORY

Development of emission estimates for nonroad mobile sources is documented in the MACTEC, Inc. document titled Documentation of the Base G 2002 Base Year, 2009 and 2018, Emission Inventories for VISTAS

.
Nonroad mobile sources are those sources that can move but do not use the highway system. Examples include lawn mowers, agricultural equipment, construction equipment, aircraft engines, railroad locomotives, powerboats, and commercial marine (ships). All but the aircraft engine, railroad locomotive emissions and commercial marine activity were estimated using the USEPA’s off-road mobile model NONROAD2005c, which was released March 21, 2006. Direct emissions are generated with this model. This version incorporates all the USEPA final nonroad mobile engine emission standards, incl uding the recreational and large spark-ignition engines rules that were published in the Federal Register in November 2002. Although this model is considered to be a final model, an updated version is planned that may incorporate revised inputs for the small spark-ignition (SI) (<19 kW) and recreational marine SI categories in conjunction with additional promulgated nonroad mobile engine standards.

Nonroad mobile sources calculated through the NONROAD model are discussed in Section 6.1 Aircraft, railroad and commercial marine emissions are discussed in Sections 6.2 through 6.4.

6.1 NONROAD Model Sources

The nonroad mobile source category includes a diverse collection of equipment such as lawn mowers, chain saws, tractors, all terrain vehicles, fork lifts and construction equipment. The USEPA NONROAD2005c model generates emissions directly and includes more than 80 different types of equipment. To facilitate analysis and reporting, the USEPA grouped the equipment types into ten equipment categories. These include:

Agricultural equipment Lawn and garden equipment Airport ground support equipment Logging equipment Commercial equipment Railroad maintenance equipment Construction equipment Recreational marine equipment Industrial equipment Recreational equipment

## Area & Nonroad Mobile Sources Documentation 49 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 49 

# Additionally, the emissions are broken out by five different engine types. These include: 2-stroke and 4-stroke spark engines, diesel e ngines, liquid petroleum gas (LPG) and compressed natural gas (CNG) fueled engines.

One of the default input files was edited to reflect North Carolina specific information. In the“SEASON.DAT” file, the region representative of North Carolina was changed from MidAtlantic to Southeast. This was done after an evaluation of the meteorological data in the two files and comparing it to that of Charlotte. Default data was used for the remaining input files used in the NONROAD model.

6.2 Aircraft Engines

Aircraft engines, like other engines, emit pollutants whenever the engines are in operation. However, the only emissions that are of concern for this inventory are the portion of the operation that occurs below the mixing layer. This is because the emissions tend to disperse whenever the aircraft is above the mixing layer and therefore has little or no effect on ground level ozone.

The aircraft operations of interest are termed the landing and takeoff (LTO) cycle. The cycle begins when the aircraft approaches the airport, descending below the mixing layer, lands and taxis to the gate. It continues as the aircraft idles at the gate and then taxis back out to the runway for the subsequent takeoff and climbout as it heads back to cruising altitudes, above the mixing layer.

Aircraft can be categorized by use into four classifications: commercial, air taxis, general aviation and military. Commercial aircraft include those used for scheduled service transporting passengers and/or freight. Air taxis, or commute r aircraft, also fly scheduled service carrying passengers and/or freight but usually are smaller aircraft and operate on a more limited basis than commercial carriers. General aviation include all other non-military aircraft used for recreational flying, personal transportation, and various other activities. Military aircraft cover a wide range of sizes, uses and operating missions. The military aircraft are treated as a separate classification since the LTO operations reported at the airports group all military aircraft together.

Emission factors are available for the many aircraft and engine combinations that exist. Factors for each aircraft exist for four operating modes in the LTO cycle. Emissions are calculated by obtaining data for the number of LTO cycles of th e various aircraft at each airport in question, multiplying by the appropriate factors, and summing the results for the year under consideration.

## Area & Nonroad Mobile Sources Documentation 50 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 50 

# Development of the 2002 aircraft emissions are described in the MACTEC document titled Documentation of the Base G 2002 Base Year, 2009 and 2018 Emission Inventories for VISTAS

. This document refers back to a document titled “Development of the VISTAS Draft 2002 Mobile Source Emission Inventory (February 2004 Version)” prepared by E.H. Pechan & Associates, Inc. Both of these documents are included in Appendix Q.

The starting point for development of aircraft emissions estimates is the 1999 National Emission Inventory (1999 NEI) prepared by the USEPA. Th ese emissions were grown to appropriate values for 2002 and 2009 using growth factors developed by the USEPA for the CAIR. Along the way there was input by the various States including North Carolina to arrive at more accurate emission estimates.

6.3 Railroad Locomotives

Railroads are categorized by size (Class I, Class 2) and passenger service (Amtrak and North Carolina Department of Transportation (NCDOT) Ra il Division). Class I railroads are long haul operations, consisting of Norfolk Southern Corpora tion and CSX Corporation in North Carolina. Class II and Class III railroads are short lines, serving localized markets. Passenger service is provided by Amtrak and the NCDOT Rail Division in North Carolina. These entities lease trackage from Class I railroads.

Development of railroad emissions is described in the MACTEC document titled Documentation of the Base G 2002 Base Year, 2009 and 2018 Emission Inventories for VISTAS . The VISTAS/ASIP railroad emission estimates starte d with 1999 emission estimates developed for the USEPA’s 1999 NEI Version 2 as base year estimates for the VISTAS region. Additional information is provided in “Development of the VISTAS Draft 2002 Mobile Source Emission Inventory (February 2004 Version)” prepared by E.H. Pechan & Associates, Inc.

Projected emissions for 2002 were developed in two steps as described below. For 1999 to 2001, State-level rail fuel consumption was obtai ned from the Department of Energy, Energy Information Administration’s (EIA’s) Fuel Oil and Kerosene Sales. For 2001 to 2002, VISTAS applied national growth factors developed fr om fuel consumption projections in EIA’s Annual Energy Outlook. A growth factor of 1.4 was used for locomotives and applied to 1999 emissions to first develop 2001 emissions. Table 6.3-1 lists the growth factors used to generate 2002 emissions.

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# Table 6.3-1 2002 National Rail Transportation Energy Use by Fuel Type (Trillion BTU) 2001 2002 Growth Factor (GF) Intercity Rail (Electric) 10.17 10.40 1.0226
Intercity Rail (Diesel) 16.60 16.88 1.0169 Transit Rail (Electric) 46.36 47.40 1.0224 Intercity/Transit Rail Average (SCC 2285002008) 1.0206

Commuter Rail (Electric) 16.13 16.49 1.0223
Commuter Rail (Diesel) 26.31 26.76 1.0171 Commuter Rail Average (SCC 2285002009) 1.0197

Freight Rail (Distillate) (SCCs 2285002000, 2285002005, 2285002006, 2285002007, 2285002010) 512.81 492.32 0.9600

Source: Department of Energy, Energy Information Administration, Annual Energy Outlook 2003: Table 34. Transportation Sector Energy Use by Fuel Type Within a Mode



# 6.4 Commercial Marine Vessel (CMV)

The following description of development of commercial marine emission estimates is based on excerpts, with some editing, taken from the MACTEC document titled Documentation of the Base G 2002 Base Year, 2009 and 2018 Emission Inventories for VISTAS and a document titled “Development of the VISTAS Draft 2002 Mobile Source Emission Inventory (February 2004 Version)” prepared by E.H. Pechan & Associates, Inc

An initial 2002 base year emissions inventory for commercial marine vessels (CMV) was prepared for VISTAS in early 2004. The methods and data used to develop the inventory are presented in a February 9, 2004 report “ Development of the VISTAS Draft 2002 Mobile Source Emission Inventory (February 2004 Version) ” prepared by E.H. Pechan & Associates, Inc. Revisions to the initial 2002 emissions inventory (prepared by Pechan) were implemented to ensure that the latest State and local data were incorporated. For CMV, North Carolina provided no revised data.

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# For 2002 commercial marine vessels (CMVs), Pechan used 1999 emission estimates developed for the USEPA’s 1999 NEI Version 2 as base year estimates for the VISTAS region. Pechan then improved the spatial distribution of CMV emission estimates for the VISTAS region.

Ideally, CMV emission estimates would be developed using local activity data that account for vessel type, engine type and mode of operati on (cruise, maneuvering, and hotelling). Creating this type of “bottom-up” emission inventory require s a large amount of effort. Therefore, Pechan utilized port-specific emission estimates develope d for the 1999 NEI, distributed using a revised allocation methodology, which incorporates information on the number of port facilities in each county.

The 2002 VISTAS commercial marine inventory is based on the USEPA’s 1999 NEI Version 2.0, projected to 2002 using appropriate growth f actors. The 1999 NEI estimated emissions for these categories according to the following SCCs:

SCC Descriptor 1 Descriptor 3 Descriptor 6 Descriptor 8 2280002100 Mobile Sources Marine Vessels, Commercial Diesel Port emissions 2280002200 Mobile Sources Marine Vessels, Commercial Diesel Underway emissions 2280003100 Mobile Sources Marine Vessels, Commercial Residual Port emissions 2280003200 Mobile Sources Marine Vessels, Commercial Residual Underway emissions



# For the 1999 NEI, commercial marine diesel emissions were developed by obtaining 2000 emission estimates for all pollutants except SO 2 

# from the USEPA’s Office of Transportation and Air Quality (OTAQ) marine diesel regulatory background documentation ( Draft Regulatory Impact Analysis - Control of Emissions from Compression-Ignition Marine Engines ). To estimate emissions for 1999, 2000 estimates were backcast using growth factors obtained from the draft Regulatory Impact Analysis (RIA) cited above. Steam-powered residual CMV emission estimates were developed by obtaining fu el usage data from OTAQ and applying fuelbased emission factors. A similar method was used for diesel SO 2 

# emissions. National diesel usage was estimated assuming a sulfur content of 0.25 percent and USEPA emission factors.

In apportioning, distillate and residual fuels are considered separately. National diesel emissions were disaggregated into port and underway emissions estimates based on the assumption that 75 percent of distillate fuel is consumed within the port, while the remaining fuel is consumed while underway, consistent with USEPA guidance. Na tional residual emissions were disaggregated into port and underway emissions estimates based on the assumption that 25 percent of residual fuel is consumed within the port, while the remaining fuel is consumed while underway.

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# To allocate to counties, port emissions were assigned to the 150 largest U.S. ports based on activity obtained from the U.S. Army Corps of Engineers (USACE). The percentage of total traffic for each port was calculated by dividing th e port-level traffic by the total traffic. Emissions for each port were then assigned to a single county.

Underway emissions are assigned to counties ba sed on a county’s shipping lane traffic. The Bureau of Transportation Statistics’ (BTS) National Transportation Atlas Databases-1999 contains data on the thousand tons per mile traveled for each shipping lane link in the United States (BTS-CD26). Where navigable rivers fo rm a county or State boundary, the shipping lane traffic is proportioned to individual counties based on the length of shoreline that is shared. For example, if two counties share a navigable river, and both counties have the same length of shoreline, the shipping traffic is split evenly between the two counties. Shipping lanes that are not within counties, for example in the ocean, are associated to States based on BTS assignments. These waterway weights are then evenly distributed among the counties within these States that have navigable waterways. All shipping activity is summed at the county-level and compared with national shipping activity to determine what portion of activity can be attributed to individual counties. These proportions were used in disaggregating the national CMV emission estimates to the county level.

States that share borders with non-VISTAS Stat es along the Mississippi and Ohio Rivers have expressed concern about the representativeness of port emission estimates at a county-level. Revising the county-level emissions estimates would allow more accurate modeling of emissions in the VISTAS states.

For underway emissions, Pechan believes that the allocation procedure results in a reasonable distribution of county-level emissions. Howe ver, the methodology to allocate port emissions results in all the emissions being assigned to a single county.

Port areas encompass multiple States and counties and in some cases, multiple waterways. Therefore, the emissions allocation process must incorporate all counties in the vicinity of the port where activity is occurring. This is especially true for inland rivers where activity takes place on both riverbanks and for ten river miles or more outside the port city. The revised methodology allocates port emissions based on a surrogate for port-related activity in each county, rather than using a single county to define the port.

The report, Waterborne Commerce of the United States, Calendar Year 1999, hereafter referred to as Waterborne Commerce, presents the cargo tonnage and number of vessel trips in major waterways of the United States. The report defines port areas, which USACE uses to develop

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# the Top 150 Ports in the United States by amount of cargo tonnage. As discussed previously, the 1999 NEI allocates all the port emissions to these 150 ports based on the cargo tonnage handled by the port. Pechan uses this allocation of emissions to each port area as the starting point of its revised allocation process. Morehead City Harbor and the Port of Wilmington are the two main ports in North Carolina.

The next step was to develop a list of counties that make up the port area. Port area definitions were obtained from Waterborne Commerce . The port area definition for Morehead City Harbor port was “Morehead City Harbor, NC”. The port area definition for Wilmington City port was “Both banks of the Cape Fear River extending fr om a point about 18 miles below the foot of Castle St. in Wilmington to a point about 2 mile s above the Railroad Bridge at Navassa, and both banks of Northeast (Cape Fear) River from its mouth to a point about 1.67 miles above the Hilton Railroad Bridge”. Using the port definitions by river mile, Pechan established which counties are included in each port area. The Port of Wilmington is included in the counties of Hanover and New Brunswick. The Morehead City Harbor is included in Carteret county.

The next step in allocating emissions is to develop a surrogate for the amount of CMV activity in each county of the port area. Pechan assumed that the activity of vessels in each county is related to the number of port facilities operating in a given county. Port facilities include terminals, piers, wharves, and docks that are involved in all types of commercial activity and support services. Pechan obtained the number of port facilities in each county from USACE reports, The Port Series Reports. The USACE periodically surveys the commercial marine industry to obtain information on port facilities and publishes it in The Port Series Reports. The reports give the name, location, operations, and describe the physical and inter-modal characteristics of the facilities. The data includes the location of the facility by river mile, State, and county.

For each port area, Pechan calculated the ratio between the number of port facilities in each county to the total number of facilities in all counties that make up the port area. This ratio was used to allocate emissions for each port area to the county-level. The ratio for Morehead City Harbor was 1.0 in Carteret county and the ratio s for the Port of Wilmington were 0.8974 in New Hanover county and 0.1026 in Brunswick county. Pechan was directed to perform the reallocation for all VISTAS ports.

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# 7. 2009 NONROAD MOBILE SOURCE EMISSION INVENTORY DEVELOPMENT

The subsections that follow describe the projec tion process used to develop 2009 nonroad mobile source projection estimates for sources found in the NONROAD model and those sources estimated outside of the model (locomotives, airplanes, and commercial marine vessels).

7.1 Projection of NONROAD Model Sources

NONROAD model input files were prepared based on the 2002 base year inventory input files with appropriate updates for the projection years. Other specific updates for the projection years for NONROAD model sources consist of:

1. Revise the emission inventory year in the model (as well as various output file naming commands) to be reflective of the projection year.

2. Revise the fuel sulfur content for gasoline and diesel powered equipment.

3. Implement a limited number of local control program changes (national control program changes are handled internally within the NONROAD model, so explicit input file changes are not required).

All equipment population growth and fleet turnover impacts are handled internally within the NONROAD model, so that explicit input file changes are not required.

The final NONROAD2005c that was used for inventory development is capable of handling separate diesel fuel sulfur inputs for land-based and marine-based nonroad mobile source equipment in a single model execution. The following diesel fuel sulfur values were used: Diesel S (ppm) 2002 2009 Land-Based 2500 348 Marine-Based 2638 408

7.2 Projection of Non-NONROAD Model Sources

Using the 2002 base year emissions inventory fo r aircraft, locomotives, and CMV prepared as described earlier in this document, corresponding emission projections for 2009 were developed. The following description is largely taken from the MACTEC document titled Documentation of

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# the Base G 2002 Base Year, 2009 and 2018 Emission Inventories for VISTAS . Briefly, the methodology relies on growth and control factors de veloped from inventories used in support of recent USEPA rulemakings, and consists of the following steps:

(a) Begin with the 2002 base year emission estimates for aircraft, locomotive, and CMV.

(b) Detailed inventory data (both before and after controls) for these same emission sources for 1996, 2010, 2015, and 2020 were obtained from the USEPA's CAIR Technical Support Document. Using these data, combined growth and control factors for the period 2002-2009 were estimated using straight line interpolation between 1996 and 2010 (for 2009). This is done at the State-county-SCC-pollutant level of detail.

(c) The USEPA growth and control data are matched against the 2002 VISTAS base year data using State-county-SCC-pollutant as the match key. Ideally, there would be a one-to-one match and the process would end at this point. Unfortunately, actual match results were not always ideal, so additional matching criteria were required. For subsequent reference, this initial (highest resolution) matching criterion is denoted as the “CAIR-Primary” criterion.

(d) A second matching criterion is applied that utilizes a similar, but higher-level SCC (lower resolution) matching approach. For example, SCC 2275020000 (commercial aircraft) in the 2002 base year inventory data would be matched with SCC 2275000000 (all aircraft) in the CAIR data. This criterion is applied to records in the 2002 base year emissions file that are not matched using the “CAIR-Primary” criterion, and is also performed at the State-county-SCC-pollutant level of detail. For subsequent reference, this is denoted as the “CAIR-Secondary” criterion. At the end of this process, a number of unmatched records continued to remain, so a third level matching criterion was required.

(e) In the third matching step, the most frequently used SCC in the USEPA CAIR files for each of the aircraft, locomotive, and commercial marine sectors is averaged at the State level to produce a “default” State and pollutant-specific growth and control factor for the sector. The resulting factor is used as a “default” growth factor for all unmatched county-SCC-pollutant level data in each State. In effect, State-specific growth data are applied to county level data for which an explicit match between the VISTAS 2002 base year data and the USEPA CAIR data could not be developed. The default growth and control SCCs are 2275020000 (commercial aircraft) for the aircraft sector, 2280002000 (commercial marine diesel total) for the CMV sector, and 2285002000 (railroad

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# equipment diesel total) for the locomotive sector. Matches made using this criterion are denoted as “CAIR-Tertiary” matches.

(f) According to USEPA documentation, the CA IR baseline emissions include the impacts of the (then proposed) Tier 4 (T4) nonroad mobile diesel rulemaking, which implements a low sulfur fuel requirement that affects both future CMV and locomotive emissions. However, the impacts of this rule were originally intended to be excluded from the initial VISTAS 2018 forecast, which was to include only “on-the-books” controls. (The T4 rule was finalized subsequent to the development of the preliminary 2018 inventory in March of 2004.) Given its final status, T4 impacts have now been moved into the “on the books” inventory for nonroad mobile source equipment. In addition, since there are no other proposed rules affecting the nonroad mobile source sector between 2002 and 2018, there is no difference between the 2018 “on the books” and 2018 “on the way” inventories for the sector; so that only a single forecast inventory (for each evaluation year) was developed. Nevertheless, since the algorithms developed to produce the VISTAS forecasts were developed when there was a distinction between the “on the books” and “on the way” inventories, the distinct algorithms used to produce the two inventories have been maintained even though the conceptual distinctions have been lost. This approach was taken for two reasons. First, it allowed the previously developed algorithms to be utilized without change. Second, it allowed for separate treatment of the T4 emissions impact which was important as those impacts have changed between the proposed and final T4 rules. Thus, previous USEPA inventories that include the proposed T4 impacts would not be accurate. Therefore, the procedural discussion continues to reflect the distinctions between non-T4 and T4 emissions, as these distinctions continue to be intrinsically important to the forecasting process. Therefore, a second set of USEPA CAIR files that excluded the Tier 4 diesel impacts was obtained and the same matching exercise described above in steps (b) through (e) was performed using these “No T4” files. It is important to note that the matching exercise described in steps (b) through (e) cannot simply be replaced because the “No T4” files obtained from the USEPA include only those SCCs specifically affected by the T4 rule (i.e., diesel CMV and locomotives). So in effect, the matching exercise was augmented (rather than replaced) with an additional three criteria analogous to those described in steps (c) through (e), and these are denoted as the “No T4-Primary,” “No T4-Secondary,” and “No T4-Tertiary” criteria. Because they exclude the impacts of the proposed T4 rule, matches using the “No T4” criteria supersede matches made using the basic CAIR criteria (as described in steps (c) through (e) above).

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# (g) The CAIR matching criteria were overridden for any record for which States provided local growth data. Only North Carolina provided these forecasts, as North Carolina has provided specific growth factors for airport emissions in four counties. Because the provided data were based on forecasted changes in landings and takeoffs at major North Carolina airports, the factors were applied only to commercial (SCC 2275020000) and air taxi (SCC 2275060000) emissions. Emissions forecasts for military and general aviation aircraft operations, as well as all aircraft operations in counties other than the four identified in the North Carolina growth factor submission, continued to utilize the growth factors developed according to steps (b) through (f) above. The locally generated growth factor (2002 to 2009) applied in Mecklenburg County was 1.15.

(h) Using this approach, each State-county-SCC-pollutant was assigned a combined growth and control factor using the USEPA CAIR forecast or locally provided data. The 22,838 data records for aircraft, locomotives, and CM V in the 2002 base year emissions file were assigned growth factors in accordance with the following breakdown:

48 records matched State-provided growth factors, 4,179 records matched using the CAIR-Primary criterion, 240 records matched using the CAIR-Secondary criterion, 7,463 records matched using the CAIR-Tertiary criterion, 720 records matched using the No T4-Primary criterion, 3,858 records matched using the No T4-Secondary criterion, and 6,330 records matched using the No T4-Tertiary criterion.

(i) Finally, the impacts of the T4 rule as adopted were applied to the grown “non T4” emission estimates. The actual T4 emission standards do not affect aircraft, locomotive, or CMV directly, but associated diesel fuel sulfur requirements do affect locomotives and CMV. Lower fuel sulfur content affects both SO 2 

# and PM emissions. Expected fuel sulfur content was obtained for 2009 from the USEPA technical support document for the final T4 rule ( Final Regulatory Analysis: Control of Emissions from Nonroad Diesel Engines , EPA420-R-04-007, May 2004). According to that document, the average diesel fuel sulfur content for locomotives and CMV is expected to be 408 parts per million by weight (ppmW) in 2009. This compares to expected non-T4 fuel sulfur levels of 2599 ppmW in 2009. Table 7.2-1 uses calculated emissions estimates for base and T4 control scenarios to estimate emission reduction impacts.

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# Table 7.2-1 Estimated Emission Reduc tion Impacts based on T-4 Rule

2009 CMV SO 2 

## = Non-T4 SO 2 

## × 0.1569 Locomotive SO 2 

## = Non-T4 SO 2 

## × 0.1569 CMV PM = Non-T4 PM × 0.8962 Locomotive PM = Non-T4 PM × 0.8117 

# However, since the diesel fuel sulfur content assumed for the 2002 VISTAS base year inventory, upon which the 2009 inventory was based, is 2500 ppmW, a small adjustment to the emission reduction multiplier calculated from the T4 rule is appropriate since they are measured relative to modestly different sulfur contents (2599 ppmW for 2009). Correcting for these modest differences produces the emission reduction impact estimates relative to forecasts based on the VISTAS 2002 inventory shown in Table 7.2-2.

Table 7.2-2 Estimated Emission Reduction Impacts Relative to VISTAS 2002 Base Year Values

2009 CMV SO 2 

## = Non-T4 SO 2 

## × 0.1632 Locomotive SO 2 

## = Non-T4 SO 2 

## × 0.1632 CMV PM = Non-T4 PM × 0.9004 Locomotive PM = Non-T4 PM × 0.8187



# These factors were applied directly to the non-T4 emission forecasts to produce the final VISTAS 2009 emissions inventories for aircraft, locomotive, and CMV.

During the development of the preliminary 2018 VISTAS inventory in March 2004, this process yielded reasonable results and exhibited no particular systematic concerns. However, when the 2009 Base F inventory was developed, significant concerns related to SO 2 

# and PM were encountered. Essentially, what was revealed by th e Base F 2009 forecast was a series of apparent inconsistencies in the CAIR 2010 and 2015 emission inventories (as compared to the 1996 and 2020 CAIR inventories) that were masked during the construction of the “longer-term” 2018 inventory.

For the most part, the issue seems to be centered on SO 2 

# and PM records, which are those records primarily affected by the T4 rule. But, as noted above, there does not seem to be any pattern of consistency that would indicate that eith er inclusion or exclusion of T4 rule impacts is the underlying cause. Moreover, where they occur, the observed growth extremes generally affect both SO 2 

# and PM equally, while one would expect PM effects to be buffered if the T4 rule

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# was the underlying cause, since changes in diesel fu el sulfur content will only affect a fraction of PM (i.e., sulfate), while directly reducing SO 2 

# .
While forecast inventories for aircraft, locomotives, and CMV were developed for 2009 and 2018 using both growth methods, it was ultimately decided to utilize the 1996-2020 growth basis since it provided more reasonable growth rates for 2009.



# 8. ADDITIONAL DATA

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# 8.1 SIC TO NAICS CROSSWALK

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# 8.2 FRACTION OF NAICS CODE EMPLOYMENT USED TO CREATE SIC EMPLOYMENT

SIC NAICS SIC Employees 1997 NAICS Employees ‘1997 Employee Fraction NAICS description

Factory Finished Wood Surface Coating



# 2426 321918 10521 38100 0.276 Other millwork (including flooring) 

# 2426 337215 6310 75382 0.084 Showcase, partition, shelving, & locker mfg 

# 2426 321912 17109 39763 0.430 Cut stock, resawing lumber, & planing 

# 2429 321113 304 119760 0.003 Sawmills 

# 2429 321920 684 51134 0.013 Wood container & pallet mfg 

# 2429 321999 355 43839 0.008 All other miscellaneous wood product mfg 

# 2431 321911 64771 64771 1.000 Wood window & door mfg 

# 2431 321918 27488 38100 0.721 Other millwork (including flooring) 

# 2434 337110 79579 99257 0.802 Wood kitchen cabinet & counter top mfg 

# 2435 321211 22151 22151 1.000 Hardwood veneer & plywood mfg 

# 2436 321212 28843 28843 1.000 Softwood veneer & plywood mfg 

# 2439 321912 0 39763 0.000 Cut stock, resawing lumber, & planing 

# 2439 321214 32522 32522 1.000 Truss mfg 

# 2439 321113 0 119760 0.000 Sawmills 

# 2439 321213 5372 5372 1.000 Engineered wood member (except truss) mfg 

# 2441 321920 4885 51134 0.096 Wood container & pallet mfg 

# 2448 321920 38994 51134 0.763 Wood container & pallet mfg 

# 2449 321920 5701 51134 0.111 Wood container & pallet mfg 

# 2451 321991 68269 68269 1.000 Manufactured home (mobile home) mfg 

# 2452 321992 22965 22965 1.000 Prefabricated wood building mfg 

# 2493 321219 25269 25269 1.000 Reconstituted wood product mfg 

# 2499 339999 13740 74137 0.185 All other miscellaneous mfg 

# 2499 332321 0 74944 0.000 Metal window & door mfg 

# 2499 321920 870 51134 0.017 Wood container & pallet mfg 

# 2499 321912 549 39763 0.014 Cut stock, resawing lumber, & planing 

# 2499 321999 41844 43839 0.954 All other miscellaneous wood product mfg Furniture & Fixtures Surface Coating and Part of Miscellaneous Degreasing



# 2511 337122 123368 128248 0.962 Nonupholstered wood household furniture mfg 

# 2512 337121 85258 90009 0.947 Upholstered household furniture mfg 

# 2514 337124 22835 22835 1.000 Metal household furniture mfg 

# 2515 337121 1601 90009 0.018 Upholstered household furniture mfg

## Area & Nonroad Mobile Sources Documentation 110 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 110 

# SIC NAICS SIC Employees 1997 NAICS Employees ‘1997 Employee Fraction NAICS description



# 2515 337910 23072 23072 1.000 Mattress mfg 

# 2517 337129 4273 4273 1.000 Wood television, radio, & sewing machine cabinet mfg 

# 2519 337125 4708 4708 1.000 Household furniture (except wood & metal) mfg 

# 2521 337211 30641 30641 1.000 Wood office furniture mfg 

# 2522 337214 44222 44222 1.000 Office furniture (except wood) mfg 

# 2531 336360 20784 45600 0.456 Motor vehicle seating & interior trim mfg 

# 2531 337127 15254 38218 0.399 Institutional furniture mfg 

# 2531 339942 941 7990 0.118 Lead pencil & art good mfg 

# 2541 337110 9785 99257 0.099 Wood kitchen cabinet & counter top mfg 

# 2541 337212 24363 24363 1.000 Custom architectural woodwork & millwork mfg 

# 2541 337215 23305 75382 0.309 Showcase, partition, shelving, & locker mfg 

# 2542 337215 44472 75382 0.590 Showcase, partition, shelving, & locker mfg 

# 2591 337920 19617 19617 1.000 Blind & shade mfg 

# 2599 337127 22448 38218 0.587 Institutional furniture mfg 

# 2599 339113 2925 85315 0.034 Surgical appliance & supplies mfg Part of Misc. Degreasing



# 3312 324199 1731 3671 0.472 All other petroleum & coal products mfg 

# 3312 331111 144074 146514 0.983 Iron & steel mills 

# 3313 331112 3724 3724 1.000 Electrometallurgical ferroalloy product mfg 

# 3313 331492 311 11610 0.027 Other nonferrous metal secondary smelting, refining, & alloying 

# 3315 331222 23489 23489 1.000 Steel wire drawing 

# 3315 332618 2265 46174 0.049 Other fabricated wire product mfg 

# 3316 331221 14362 14362 1.000 Cold-rolled steel shape mfg 

# 3317 331210 27723 27723 1.000 Iron & steel pipes & tubes mfg from purchased steel 

# 3321 331511 83570 86198 0.970 Iron foundries 

# 3322 331511 2628 86198 0.030 Iron foundries 

# 3324 331512 22673 22673 1.000 Steel investment foundries 

# 3325 331513 23982 23982 1.000 Steel foundries (except investment) 

# 3331 331411 7360 7360 1.000 Primary smelting & refining of copper 

# 3334 331312 15763 15763 1.000 Primary aluminum production 

# 3339 331419 10132 10132 1.000 Other nonferrous metal primary smelting & refining

## Area & Nonroad Mobile Sources Documentation 111 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 111 

# SIC NAICS SIC Employees 1997 NAICS Employees ‘1997 Employee Fraction NAICS description



# 3341 331423 1768 2333 0.758 Secondary smelting, refining, & alloying of copper



# 3341 331492 5485 11610 0.472 Other nonferrous metal secondary smelting, refining, & alloying 

# 3341 331314 6226 6714 0.927 Secondary smelting & alloying of aluminum 

# 3351 331421 21150 21150 1.000 Copper rolling, drawing, & extruding 

# 3353 331315 25111 25111 1.000 Aluminum sheet, plate, & foil mfg 

# 3353 332996 0 29364 0.000 Fabricated pipe & pipe fitting mfg 

# 3354 331316 30357 30357 1.000 Aluminum extruded product mfg 

# 3355 331319 2657 4306 0.617 Other aluminum rolling & drawing 

# 3356 331491 17237 25872 0.666 Other nonferrous metal rolling, drawing, & extruding Part of Misc. Degreasing and Part of Electrical Insulation Surface Coating



# 3357 331319 1649 4306 0.383 Other aluminum rolling & drawing 

# 3357 331422 4692 4692 1.000 Copper wire (except mechanical) drawing 

# 3357 331491 8635 25872 0.334 Other nonferrous metal rolling, drawing, & extruding 

# 3357 335921 8589 8589 1.000 Fiber optic cable mfg 

# 3357 335929 46267 46267 1.000 Other communication & energy wire mfg Part of Misc. Degreasing



# 3363 331521 27717 27717 1.000 Aluminum die-casting foundries 

# 3364 331522 17243 17243 1.000 Nonferrous (except aluminum) die-casting foundries 

# 3365 331524 34098 34098 1.000 Aluminum foundries (except die-casting) 

# 3366 331525 8909 8909 1.000 Copper foundries (except die-casting) 

# 3369 331528 6529 6529 1.000 Other nonferrous foundries (except diecasting) 

# 3398 332811 22674 22674 1.000 Metal heat treating 

# 3399 331111 2440 146514 0.017 Iron & steel mills 

# 3399 331314 488 6714 0.073 Secondary smelting & alloying of aluminum 

# 3399 331423 565 2333 0.242 Secondary smelting, refining, & alloying of copper 

# 3399 331492 5814 11610 0.501 Other nonferrous metal secondary smelting, refining, & alloying 

# 3399 332618 2088 46174 0.045 Other fabricated wire product mfg Part of Misc. Degreasing and Metal Containers Surface Coating



# 3411 332431 27316 27316 1.000 Metal can mfg

## Area & Nonroad Mobile Sources Documentation 112 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 112 

# SIC NAICS SIC Employees 1997 NAICS Employees ‘1997 Employee Fraction NAICS description



# 3412 332439 6318 14922 0.423 Other metal container mfg Part of Misc. Degreasing



# 3421 332211 11129 11230 0.991 Cutlery & flatware (except precious) mfg 

# 3423 332212 42947 50388 0.852 Hand & edge tool mfg 

# 3425 332213 9149 9149 1.000 Saw blade & handsaw mfg 

# 3429 332439 4135 14922 0.277 Other metal container mfg 

# 3429 332510 70884 74285 0.954 Hardware mfg 

# 3429 332919 750 18739 0.040 Other metal valve & pipe fitting mfg 

# 3431 332998 9994 9994 1.000 Enameled iron & metal sanitary ware mfg 

# 3432 332913 16202 16202 1.000 Plumbing fixture fitting & trim mfg 

# 3432 332999 474 79070 0.006 All other miscellaneous fabricated metal product mfg 

# 3433 333414 22495 24666 0.912 Heating equipment (except warm air furnaces) mfg 

# 3441 332312 84704 93433 0.907 Fabricated structural metal mfg 

# 3442 332321 72970 74944 0.974 Metal window & door mfg 

# 3443 333415 339 119795 0.003 AC & warm air heating & commercial/industrial refrig equip mfg 

# 3443 332420 33704 33704 1.000 Metal tank (heavy gauge) mfg 

# 3443 332313 25453 25453 1.000 Plate work mfg 

# 3443 332410 27542 27542 1.000 Power boiler & heat exchanger mfg 

# 3444 332322 129826 129826 1.000 Sheet metal work mfg 

# 3444 332439 2074 14922 0.139 Other metal container mfg 

# 3446 332323 30960 34391 0.900 Ornamental & architectural metal work mfg 

# 3448 332311 25946 25946 1.000 Prefabricated metal building & component mfg 

# 3449 332114 15219 15219 1.000 Custom roll forming 

# 3449 332312 8729 93433 0.093 Fabricated structural metal mfg 

# 3449 332321 1974 74944 0.026 Metal window & door mfg 

# 3449 332323 349 34391 0.010 Ornamental & architectural metal work mfg 

# 3451 332721 80404 80404 1.000 Precision turned product mfg 

# 3452 332722 52995 52995 1.000 Bolt, nut, screw, rivet, & washer mfg 

# 3462 332111 26432 26432 1.000 Iron & steel forging 

# 3463 332112 9129 9129 1.000 Nonferrous forging 

# 3465 336370 126905 126905 1.000 Motor vehicle metal stamping 

# 3466 332115 4682 4682 1.000 Crown & closure mfg 

# 3469 332116 93086 93086 1.000 Metal stamping

## Area & Nonroad Mobile Sources Documentation 113 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 113 

# SIC NAICS SIC Employees 1997 NAICS Employees ‘1997 Employee Fraction NAICS description



# 3469 332214 7724 7724 1.000 Kitchen utensil, pot, & pan mfg 

# 3471 332813 74640 74640 1.000 Electroplating, plating, polishing, anodizing, & coloring

Part of Misc. Degreasing and Sheet, Strip & Coil Surface Coating



# 3479 332812 55904 55904 1.000 Metal coating/engraving (exc jewelry/silverware)/allied services 

# 3479 339911 79 34773 0.002 Jewelry (except costume) mfg 

# 3479 339912 103 6459 0.016 Silverware & plated ware mfg 

# 3479 339914 29 14573 0.002 Costume jewelry & novelty mfg Part of Misc. Degreasing



# 3482 332992 6863 6863 1.000 Small arms ammunition mfg 

# 3483 332993 9427 9427 1.000 Ammunition (except small arms) mfg 

# 3484 332994 9907 9907 1.000 Small arms mfg 

# 3489 332995 12285 12285 1.000 Other ordnance & accessories mfg 

# 3491 332911 53459 53459 1.000 Industrial valve mfg 

# 3492 332912 37132 37132 1.000 Fluid power valve & hose fitting mfg 

# 3493 332611 5381 5381 1.000 Spring (heavy gauge) mfg 

# 3494 332919 17652 18739 0.942 Other metal valve & pipe fitting mfg 

# 3494 332999 564 79070 0.007 All other miscellaneous fabricated metal product mfg 

# 3495 332612 18798 18798 1.000 Spring (light gauge) mfg 

# 3495 334518 175 6333 0.028 Watch, clock, & part mfg 

# 3496 332618 41821 46174 0.906 Other fabricated wire product mfg 

# 3497 332999 5648 79070 0.071 All other miscellaneous fabricated metal product mfg 

# 3497 322225 4967 4967 1.000 Laminated aluminum foil mfg for flexible packaging uses 

# 3498 332996 29364 29364 1.000 Fabricated pipe & pipe fitting mfg 

# 3499 332439 2331 14922 0.156 Other metal container mfg 

# 3499 332510 3401 74285 0.046 Hardware mfg 

# 3499 332919 375 18739 0.020 Other metal valve & pipe fitting mfg 

# 3499 332999 63736 79070 0.806 All other miscellaneous fabricated metal product mfg 

# 3499 337215 1295 75382 0.017 Showcase, partition, shelving, & locker mfg 

# 3499 339914 568 14573 0.039 Costume jewelry & novelty mfg

## Area & Nonroad Mobile Sources Documentation 114 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 114 

# SIC NAICS SIC Employees 1997 NAICS Employees ‘1997 Employee Fraction NAICS description



# 3499 332117 10760 10760 1.000 Powder metallurgy part mfg Part of Misc. Degreasing and Machinery & Equipment Surface Coating



# 3511 333611 19529 19529 1.000 Turbine & turbine generator set unit mfg 

# 3519 333618 56338 56348 1.000 Other engine equipment mfg 

# 3519 336399 896 174465 0.005 All other motor vehicle parts mfg 

# 3523 332212 60 50388 0.001 Hand & edge tool mfg 

# 3523 333922 320 39599 0.008 Conveyor & conveying equipment mfg 

# 3523 333111 66370 66370 1.000 Farm machinery & equipment mfg 

# 3523 332323 3082 34391 0.090 Ornamental & architectural metal work mfg 

# 3524 332212 60 50388 0.001 Hand & edge tool mfg 

# 3524 333112 28617 28617 1.000 Lawn & garden tractor & home lawn & garden equipment mfg 

# 3531 333120 74965 74965 1.000 Construction machinery mfg 

# 3531 333923 10263 18014 0.570 Overhead traveling crane, hoist, & monorail system mfg 

# 3531 336510 2379 34012 0.070 Railroad rolling stock mfg 

# 3532 333131 13547 13547 1.000 Mining machinery & equipment mfg 

# 3533 333132 29451 29451 1.000 Oil & gas field machinery & equipment mfg 

# 3534 333921 9442 9442 1.000 Elevator & moving stairway mfg 

# 3535 333922 39279 39599 0.992 Conveyor & conveying equipment mfg 

# 3536 333923 7751 18014 0.430 Overhead traveling crane, hoist, & monorail system mfg 

# 3537 333924 25953 25953 1.000 Industrial truck, tractor, trailer, & stacker machinery mfg 

# 3537 332439 64 14922 0.004 Other metal container mfg 

# 3537 332999 240 79070 0.003 All other miscellaneous fabricated metal product mfg 

# 3541 333512 28849 29371 0.982 Machine tool (metal cutting types) mfg 

# 3542 333513 14185 14185 1.000 Machine tool (metal forming types) mfg 

# 3543 332997 7959 7959 1.000 Industrial pattern mfg 

# 3544 333511 48657 48657 1.000 Industrial mold mfg 

# 3544 333514 80113 80113 1.000 Special die & tool, die set, jig, & fixture mfg 

# 3545 332212 6379 50388 0.127 Hand & edge tool mfg 

# 3545 333515 47925 47925 1.000 Cutting tool & machine tool accessory mfg 

# 3546 333991 16816 16816 1.000 Power-driven handtool mfg 

# 3547 333516 4149 4149 1.000 Rolling mill machinery & equipment mfg 

# 3548 335311 0 26638 0.000 Power, distribution, & specialty transformer

## Area & Nonroad Mobile Sources Documentation 115 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 115 

# SIC NAICS SIC Employees 1997 NAICS Employees ‘1997 Employee Fraction NAICS description

mfg 

# 3548 333992 22434 22505 0.997 Welding & soldering equipment mfg 

# 3549 333518 19023 19023 1.000 Other metalworking machinery mfg 

# 3552 333292 13600 13600 1.000 Textile machinery mfg 

# 3553 333210 9117 9117 1.000 Sawmill & woodworking machinery mfg 

# 3554 333291 18594 18594 1.000 Paper industry machinery mfg 

# 3555 333293 17500 21000 0.833 Printing machinery & equipment mfg 

# 3556 333294 19026 19026 1.000 Food product machinery mfg 

# 3559 333319 2890 56910 0.051 Other commercial & service industry machinery mfg 

# 3559 333220 18574 18574 1.000 Plastics & rubber industry machinery mfg 

# 3559 333295 40087 40087 1.000 Semiconductor machinery mfg 

# 3559 333298 53046 53106 0.999 All other industrial machinery mfg 

# 3561 333911 36552 36552 1.000 Pump & pumping equipment mfg 

# 3562 332991 36991 36991 1.000 Ball & roller bearing mfg 

# 3563 333912 24821 24821 1.000 Air & gas compressor mfg 

# 3564 333411 16183 16183 1.000 Air purification equipment mfg 

# 3564 333412 13723 13723 1.000 Industrial & commercial fan & blower mfg 

# 3565 333993 31581 31581 1.000 Packaging machinery mfg 

# 3566 333612 16231 16231 1.000 Speed changer, industrial high-speed drive, & gear mfg 

# 3567 333994 17585 17585 1.000 Industrial process furnace & oven mfg 

# 3568 333613 21604 21604 1.000 Mechanical power transmission equipment mfg 

# 3569 333999 50088 61151 0.819 All other miscellaneous general-purpose machinery mfg 

# 3571 334111 100115 100115 1.000 Electronic computer mfg 

# 3572 334112 42364 42364 1.000 Computer storage device mfg 

# 3575 334113 5764 5764 1.000 Computer terminal mfg 

# 3577 334119 87253 93970 0.929 Other computer peripheral equipment mfg 

# 3578 333313 966 14831 0.065 Office machinery mfg 

# 3578 334119 6717 93970 0.071 Other computer peripheral equipment mfg 

# 3579 333313 13865 14831 0.935 Office machinery mfg 

# 3579 334518 750 6333 0.118 Watch, clock, & part mfg 

# 3579 339942 1234 7990 0.154 Lead pencil & art good mfg 

# 3581 333311 8178 8178 1.000 Automatic vending machine mfg 

# 3582 333312 4523 4523 1.000 Commercial laundry, drycleaning, & pressing

## Area & Nonroad Mobile Sources Documentation 116 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 116 

# SIC NAICS SIC Employees 1997 NAICS Employees ‘1997 Employee Fraction NAICS description

machine mfg 

# 3585 333415 119456 119795 0.997 AC & warm air heating & commercial/industrial refrig equip mfg 

# 3585 336391 21522 21522 1.000 Motor vehicle air-conditioning mfg 

# 3586 333913 6824 6824 1.000 Measuring & dispensing pump mfg 

# 3589 333319 44172 56910 0.776 Other commercial & service industry machinery mfg 

# 3592 336311 17518 17518 1.000 Carburetor, piston, piston ring, & valve mfg 

# 3593 333995 23062 23062 1.000 Fluid power cylinder & actuator mfg 

# 3594 333996 15482 15482 1.000 Fluid power pump & motor mfg 

# 3596 333997 4871 4871 1.000 Scale & balance (except laboratory) mfg 

# 3599 332710 290951 290951 1.000 Machine shops 

# 3599 332999 4199 79070 0.053 All other miscellaneous fabricated metal product mfg 

# 3599 333319 1335 56910 0.023 Other commercial & service industry machinery mfg 

# 3599 333999 11063 61151 0.181 All other miscellaneous general-purpose machinery mfg Part of Misc. & Electronic Degreasing and Part of Electrical Insulation Surface Coating



# 3612 335311 26638 26638 1.000 Power, distribution, & specialty transformer mfg Part of Misc. & Electronic Degreasing



# 3613 335313 41291 41291 1.000 Switchgear & switchboard apparatus mfg 

# 3621 335312 71112 74666 0.952 Motor & generator mfg 

# 3624 335991 10887 10887 1.000 Carbon & graphite product mfg 

# 3625 335314 68365 68365 1.000 Relay & industrial control mfg 

# 3629 335999 18682 44754 0.417 All other miscellaneous electrical equipment & component mfg Part of Misc. & Electronic Degreasing and Appliance Surface Coating



# 3631 335221 17543 17543 1.000 Household cooking appliance mfg 

# 3632 335222 24597 24597 1.000 Household refrigerator & home freezer mfg 

# 3633 335224 14801 14801 1.000 Household laundry equipment mfg 

# 3634 333414 2171 24666 0.088 Heating equipment (except warm air furnaces) mfg 

# 3634 335211 17058 17058 1.000 Electric housewares & household fan mfg 

# 3635 335212 10537 10537 1.000 Household vacuum cleaner mfg 

# 3639 333298 60 53106 0.001 All other industrial machinery mfg 

# 3639 335212 0 10537 0.000 Household vacuum cleaner mfg

## Area & Nonroad Mobile Sources Documentation 117 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 117 

# SIC NAICS SIC Employees 1997 NAICS Employees ‘1997 Employee Fraction NAICS description



# 3639 335228 13309 13309 1.000 Other major household appliance mfg Part of Misc. & Electronic Degreasing



# 3641 335110 15903 15903 1.000 Electric lamp bulb & part mfg 

# 3643 335931 44907 44907 1.000 Current-carrying wiring device mfg 

# 3644 335932 23540 23540 1.000 Noncurrent-carrying wiring device mfg 

# 3645 335121 16395 17685 0.927 Residential electric lighting fixture mfg 

# 3646 335122 23090 23090 1.000 Commercial/industrial/institutional electric lighting fixture mfg 

# 3647 336321 16506 16506 1.000 Vehicular lighting equipment mfg 

# 3648 335129 18274 18282 1.000 Other lighting equipment mfg 

# 3651 334310 31727 31727 1.000 Audio & video equipment mfg 

# 3652 334612 16598 25554 0.650 Prerecorded CD (except software), tape, & record reproducing 

# 3661 334210 104262 104262 1.000 Telephone apparatus mfg 

# 3661 334416 63 19431 0.003 Electronic coil, transformer, & other inductor mfg 

# 3661 334418 6083 111054 0.055 Printed circuit assembly (electronic assembly) mfg 

# 3663 334220 148156 164461 0.901 Radio & TV broadcasting & wireless communications equipment mfg 

# 3669 334290 25187 25187 1.000 Other communications equipment mfg 

# 3671 334411 21976 21976 1.000 Electron tube mfg 

# 3672 334412 76702 76702 1.000 Bare printed circuit board mfg 

# 3674 334413 199497 199497 1.000 Semiconductor & related device mfg 

# 3675 334414 18882 18882 1.000 Electronic capacitor mfg 

# 3676 334415 11964 11964 1.000 Electronic resistor mfg 

# 3677 334416 19178 19431 0.987 Electronic coil, transformer, & other inductor mfg 

# 3678 334417 37232 37232 1.000 Electronic connector mfg 

# 3679 336322 12786 95491 0.134 Other motor vehicle electrical & electronic equipment mfg 

# 3679 334220 16305 164461 0.099 Radio & TV broadcasting & wireless communications equipment mfg 

# 3679 334418 104971 111054 0.945 Printed circuit assembly (electronic assembly) mfg 

# 3679 334419 92200 92200 1.000 Other electronic component mfg 

# 3691 335911 23288 23288 1.000 Storage battery mfg 

# 3692 335912 8917 8917 1.000 Primary battery mfg

## Area & Nonroad Mobile Sources Documentation 118 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 118 

# SIC NAICS SIC Employees 1997 NAICS Employees ‘1997 Employee Fraction NAICS description



# 3694 336322 52216 95491 0.547 Other motor vehicle electrical & electronic equipment mfg 

# 3695 334613 21345 21345 1.000 Magnetic & optical recording media mfg 

# 3699 333992 71 22505 0.003 Welding & soldering equipment mfg 

# 3699 335999 26072 44754 0.583 All other miscellaneous electrical equipment & component mfg 

# 3699 335129 8 18282 0.000 Other lighting equipment mfg 

# 3699 334519 29 33933 0.001 Other measuring & controlling device mfg 

# 3699 334516 159 38359 0.004 Analytical laboratory instrument mfg 

# 3699 334119 0 93970 0.000 Other computer peripheral equipment mfg 

# 3699 334510 542 54385 0.010 Electromedical & electrotherapeutic apparatus mfg 

# 3699 339114 0 18072 0.000 Dental equipment & supplies mfg 

# 3699 333512 522 29371 0.018 Machine tool (metal cutting types) mfg 

# 3699 333319 8513 56910 0.150 Other commercial & service industry machinery mfg 

# 3699 333315 0 24707 0.000 Photographic & photocopying equipment mfg 

# 3699 333314 56 20857 0.003 Optical instrument & lens mfg 

# 3699 333293 175 21000 0.008 Printing machinery & equipment mfg 

# 3699 333292 0 13600 0.000 Textile machinery mfg 

# 3699 332212 424 50388 0.008 Hand & edge tool mfg 

# 3699 334511 604 188161 0.003 Search, detection, navigation, & guidance instrument mfg 

# 3699 333618 10 56348 0.000 Other engine equipment mfg Part of Misc. Degreasing and New Automobile Surface Coating



# 3711 336992 375 5788 0.065 Military armored vehicle, tank, & tank component mfg 

# 3711 336111 114060 114060 1.000 Automobile mfg 

# 3711 336112 94033 94033 1.000 Light truck & utility vehicle mfg 

# 3711 336120 28214 28214 1.000 Heavy duty truck mfg 

# 3711 336211 404 43384 0.009 Motor vehicle body mfg Part of Misc. Degreasing and Part of Othe r Transportation Equipment Surface Coating



# 3713 336211 41779 43384 0.963 Motor vehicle body mfg 

# 3714 336312 81368 81368 1.000 Gasoline engine & engine parts mfg 

# 3714 336322 30489 95491 0.319 Other motor vehicle electrical & electronic equipment mfg 

# 3714 336330 48944 48944 1.000 Motor vehicle steering & suspension component (except spring) mfg

## Area & Nonroad Mobile Sources Documentation 119 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 119 

# SIC NAICS SIC Employees 1997 NAICS Employees ‘1997 Employee Fraction NAICS description



# 3714 336340 43132 43132 1.000 Motor vehicle brake system mfg 

# 3714 336350 111954 111954 1.000 Motor vehicle transmission & power train parts mfg 

# 3714 336399 173569 174465 0.995 All other motor vehicle parts mfg 

# 3714 336211 1201 43384 0.028 Motor vehicle body mfg 

# 3715 336212 30678 30678 1.000 Truck trailer mfg 

# 3716 336213 18086 18086 1.000 Motor home mfg 

# 3721 336411 200961 200961 1.000 Aircraft mfg 

# 3724 336412 82557 82557 1.000 Aircraft engine & engine parts mfg 

# 3728 332912 0 37132 0.000 Fluid power valve & hose fitting mfg 

# 3728 336413 127729 127729 1.000 Other aircraft part & auxiliary equipment mfg 

# 3728 333995 0 23062 0.000 Fluid power cylinder & actuator mfg 

# 3728 333996 0 15482 0.000 Fluid power pump & motor mfg Part of Misc. Degreasing and Marine Surface Coating



# 3731 336611 97385 97385 1.000 Ship building & repairing 

# 3732 336612 41422 41422 1.000 Boat building 

# 3732 811490 9454 65213 0.145 Other personal & household goods repair & maintenance Part of Misc. Degreasing and Part of Othe r Transportation Equipment Surface Coating



# 3743 333911 0 36552 0.000 Pump & pumping equipment mfg 

# 3743 336510 31633 34012 0.930 Railroad rolling stock mfg 

# 3751 336991 17158 17218 0.997 Motorcycle, bicycle, & parts mfg 

# 3761 336414 52158 52158 1.000 Guided missile & space vehicle mfg 

# 3764 336415 18540 18540 1.000 Guided missile & space vehicle propulsion unit & parts mfg 

# 3769 336419 6110 6110 1.000 Other guided missile & space vehicle parts & auxiliary equip mfg 

# 3792 336214 20112 33352 0.603 Travel trailer & camper mfg 

# 3795 336992 5415 5788 0.936 Military armored vehicle, tank, & tank component mfg 

# 3799 336214 13240 33352 0.397 Travel trailer & camper mfg 

# 3799 336999 19466 19466 1.000 All other transportation equipment mfg 

# 3799 332212 60 50388 0.001 Hand & edge tool mfg Part of Misc. Degreasing



# 3812 334511 187557 188161 0.997 Search, detection, navigation, & guidance instrument mfg 

# 3821 339111 18253 18253 1.000 Laboratory apparatus & furniture mfg

## Area & Nonroad Mobile Sources Documentation 120 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 120 

# SIC NAICS SIC Employees 1997 NAICS Employees ‘1997 Employee Fraction NAICS description



# 3822 334512 21450 21450 1.000 Automatic environmental control mfg 

# 3823 334513 49196 49196 1.000 Industrial process control instrument mfg 

# 3824 334514 17390 17390 1.000 Totalizing fluid meter & counting device mfg 

# 3825 334416 190 19431 0.010 Electronic coil, transformer, & other inductor mfg 

# 3825 334515 63332 63332 1.000 Electricity measuring & testing instrument mfg 

# 3826 334516 38200 38359 0.996 Analytical laboratory instrument mfg 

# 3827 333314 20801 20857 0.997 Optical instrument & lens mfg 

# 3829 339112 521 107819 0.005 Surgical & medical instrument mfg 

# 3829 334519 33904 33933 0.999 Other measuring & controlling device mfg 

# 3841 339112 107298 107819 0.995 Surgical & medical instrument mfg 

# 3842 322121 375 120176 0.003 Paper (except newsprint) mills 

# 3842 322291 2236 21791 0.103 Sanitary paper product mfg 

# 3842 334510 6722 54385 0.124 Electromedical & electrotherapeutic apparatus mfg 

# 3842 339113 82390 85315 0.966 Surgical appliance & supplies mfg 

# 3843 339114 18072 18072 1.000 Dental equipment & supplies mfg 

# 3844 334517 14276 14276 1.000 Irradiation apparatus mfg 

# 3845 334510 47121 54385 0.866 Electromedical & electrotherapeutic apparatus mfg 

# 3851 339115 26366 26366 1.000 Ophthalmic goods mfg 

# 3861 325992 38935 38935 1.000 Photographic film, paper, plate, & chemical mfg 

# 3861 333315 24707 24707 1.000 Photographic & photocopying equipment mfg 

# 3873 334518 5646 6333 0.892 Watch, clock, & part mfg 

# 3911 339911 34694 34773 0.998 Jewelry (except costume) mfg 

# 3914 332211 101 11230 0.009 Cutlery & flatware (except precious) mfg 

# 3914 339912 6356 6459 0.984 Silverware & plated ware mfg 

# 3915 339913 5396 5396 1.000 Jewelers' material & lapidary work mfg 

# 3931 339992 13411 13411 1.000 Musical instrument mfg 

# 3942 339931 3393 3393 1.000 Doll & stuffed toy mfg 

# 3944 336991 60 17218 0.003 Motorcycle, bicycle, & parts mfg 

# 3944 339932 29622 29622 1.000 Game, toy, & children's vehicle mfg 

# 3949 339920 69664 69664 1.000 Sporting & athletic goods mfg 

# 3951 339941 8394 8394 1.000 Pen & mechanical pencil mfg 

# 3952 339942 5815 7990 0.728 Lead pencil & art good mfg

## Area & Nonroad Mobile Sources Documentation 121 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 121 

# SIC NAICS SIC Employees 1997 NAICS Employees ‘1997 Employee Fraction NAICS description



# 3952 337127 187 38218 0.005 Institutional furniture mfg 

# 3952 325998 0 35915 0.000 All other miscellaneous chemical product & preparation mfg 

# 3953 339943 7831 7831 1.000 Marking device mfg 

# 3955 339944 5923 5923 1.000 Carbon paper & inked ribbon mfg 

# 3961 339914 13976 14573 0.959 Costume jewelry & novelty mfg 

# 3965 339993 7500 7842 0.956 Fastener, button, needle, & pin mfg 

# 3991 339994 13882 16826 0.825 Broom, brush, & mop mfg 

# 3993 339950 82956 82956 1.000 Sign mfg 

# 3995 339995 6962 6962 1.000 Burial casket mfg 

# 3996 326192 5614 6070 0.925 Resilient floor covering mfg 

# 3999 323119 0 33016 0.000 Other commercial printing 

# 3999 337127 329 38218 0.009 Institutional furniture mfg 

# 3999 335121 1216 17685 0.069 Residential electric lighting fixture mfg



# 3999 332999 3231 79070 0.041 All other miscellaneous fabricated metal product mfg 

# 3999 332212 750 50388 0.015 Hand & edge tool mfg 

# 3999 326199 3141 526382 0.006 All other plastics product mfg 

# 3999 325998 572 35915 0.016 All other miscellaneous chemical product & preparation mfg 

# 3999 314999 2167 64480 0.034 All other miscellaneous textile product mills 

# 3999 323113 0 72221 0.000 Commercial screen printing 

# 3999 339999 60397 74137 0.815 All other miscellaneous mfg 

# 3999 316110 329 15317 0.021 Leather & hide tanning & finishing 

# 3999 321999 0 43839 0.000 All other miscellaneous wood product mfg 

# 3999 322299 0 24302 0.000 All other converted paper product mfg 

# 3999 323110 0 415117 0.000 Commercial lithographic printing 

# 3999 323111 0 23260 0.000 Commercial gravure printing 

# 3999 323112 0 30588 0.000 Commercial flexographic printing Part of Misc. Open Top Degreasing & Auto Repair Cold Cleaning



# 4173 488490 220 7480 0.029 Other support activities for road transportation 

# 4231 488490 120 7480 0.016 Other support activities for road transportation 

# 5511 441110 1046243 1046243 1.000 New car dealers 

# 5521 441120 92752 92752 1.000 Used car dealers 

# 5541 447190 69640 308105 0.226 Other gasoline stations

## Area & Nonroad Mobile Sources Documentation 122 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.2 North Carolina Attainment Demonstration June 15, 2007 122 

# SIC NAICS SIC Employees 1997 NAICS Employees ‘1997 Employee Fraction NAICS description



# 5541 447110 432935 613957 0.705 Gasoline stations with convenience stores 

# 5541 447190 238465 308105 0.774 Other gasoline stations 

# 5551 441222 35134 35134 1.000 Boat dealers 

# 5561 441210 29463 29463 1.000 Recreational vehicle dealers 

# 7532 811121 192853 205172 0.940 Automotive body, paint, & interior repair & maintenance 

# 7532 811121 6507 205172 0.032 Automotive body, paint, & interior repair & maintenance 

# 7532 811121 5812 205172 0.028 Automotive body, paint, & interior repair & maintenance 

# 7533 811112 23015 23015 1.000 Automotive exhaust system repair 

# 7534 811198 2991 14780 0.202 All other automotive repair & maintenance 

# 7534 326212 7939 7939 1.000 Tire retreading 

# 7536 811122 29187 29187 1.000 Automotive glass replacement shops 

# 7537 811113 29442 29442 1.000 Automotive transmission repair 

# 7538 811111 290634 290634 1.000 General automotive repair



# 7539 811118 3954 42234 0.094 Other automotive mechanical & electrical repair & maintenance 

# 7539 811118 4802 42234 0.114 Other automotive mechanical & electrical repair & maintenance 

# 7539 811118 18216 42234 0.431 Other automotive mechanical & electrical repair & maintenance 

# 7539 811118 6890 42234 0.163 Other automotive mechanical & electrical repair & maintenance 

# 7539 811118 8372 42234 0.198 Other automotive mechanical & electrical repair & maintenance Dry Cleaning



# 7215 812310 53023 53023 1.000 Dry cleaning, coin operated 

# 7216 812320 166208 203777 0.816 Dry cleaning, commercial

# Appendix F.3

On-Road Mobile Source Emissions Inventory Documentation

## On-Road Mobile Sources Documentation i The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007

## On-Road Mobile Sources Documentation ii The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# TABLE OF CONTENTS

1. INTRODUCTION ................................................................................................................ ...... 1

2. MOBILE6.2 INPUT ASSUMPTI ONS FOR VISTAS/ASIP ..................................................... 3 2.1 Speed Assumptions......................................................................................................... ..... 3 2.2 Vehicle Age Distribution.................................................................................................. ... 4 2.3 Vehicle Mix Assumptions ................................................................................................... 4 2.3.1 North Carolina Statewide Vehicle Mix Development .................................................. 4 2.3.2 Metrolina Vehicle Mix Development ......................................................................... 10 2.4 Temperature, Relative Humidity a nd Barometric Pressure Assumptions ......................... 12 2.5 Vehicle Inspection and Main tenance Program Assumptions ............................................ 13 2.6 Reid Vapor Pressure Assumptions .................................................................................... 13 2.7 Vehicle Miles Traveled Assumptions................................................................................ 13

3. MOBILE6.2 INPUT ASSUMPTIONS FOR MOTOR VEHICLE EMISSION BUDGETS... 15 3.1 Speed Assumptions......................................................................................................... ... 15 3.2 Vehicle Age Distribution.................................................................................................. . 17 3.3 Development of Vehicle Mix ............................................................................................ 17 3.4 Temperature, Relative Humidity a nd Barometric Pressure Assumptions ......................... 18 3.5 Vehicle Inspection and Main tenance Program Assumptions ............................................ 19 3.6 Reid Vapor Pressure Assumptions .................................................................................... 19 3.7 Vehicle Miles Traveled Assumptions................................................................................ 19

4. MOTOR VEHICLE EMISSIONS BUDGETS FOR CONFORMITY .................................... 21 4.1 Transportation Conformity ................................................................................................ 2 1 4.2 Highway Mobile Source VOC Insignificance ................................................................... 21 4.3 Motor Vehicle Emission Budgets...................................................................................... 26

5. MOBILE6.2 DATA USED IN SETTING MVEBs.................................................................. 29 5.1 MOBILE Input Files........................................................................................................ .. 29 5.2 MOBILE Output Files ....................................................................................................... 72
5.3 2009 Metrolina Vehicle Mix............................................................................................ 164 5.4 Vehicle Age Distribution Used fo r Mecklenburg and Gaston Counties ......................... 165 5.5 Vehicle Age Distribution Used for Cabarru s, Gaston, Iredell, Lincoln & Union Counties

............................................................................................................................... ................. 167

## On-Road Mobile Sources Documentation iii The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# LIST OF TABLES

Table 2.3.1-1. Percentage of Vehicles Per Vehi cle Type by Functional Road Class in NC ......... 5 Table 2.3.1-2. Calculation of New 2000 Stat ewide Rural Interstate Vehicle Mix ........................ 8 Table 2.3.1-3. Calculation of 2002 NC Statew ide Rural Interstate Vehicle Mix ......................... 10 Table 2.3.2-1 Mapping Between Count Data Vehi cle Lengths and MOBILE6.2 Vehicle Classes 

# .......... 11 Table 2.3.2-2 Percentage of Each Vehicle Bin per Road Type ................................................... 11 Table 2.3.2-3 Calculation of 2009 Metrolina Rural Minor Arterial Vehicle Mix ....................... 12 Table 3.1-1. Daily Speeds for Specific Counties Used In Setting 2009 MVEBs........................ 16 Table 3.4-1 Metrolina Nonattainment Area Average Hourly Temperatures and RH.................. 18 Table 3.7-1. 2009 Daily VMT by County.................................................................................... 20 Table 4.3-1 On-Road Mobile Source NOx Em issions Metrolina Nonattainment Area .............. 27 Table 4.3-2 County Level NOx MVEB for 2009 ........................................................................ 28

LIST OF FIGURES

Figure 4.2-1 Metrolina Area 2002 Daily Summertime VOC Emissions..................................... 23 Figure 4.2-2 Metrolina Area 2009 Daily Summertime VOC Emissions..................................... 23 Figure 4.2-3 8-hour Ozone response to 30% anthropogenic VOC reductions in 2009 ............... 24 Figure 4.2-4 8-hour Ozone Response to 50% mobile VOC decrease in 2008 ............................ 25

## On-Road Mobile Sources Documentation 1 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# 1. INTRODUCTION The attainment modeling for the Charlotte-Gastonia-Rock Hill, North Carolina-South Carolina nonattainment area (referred to as the Metrolina area) was performed in conjunction with the regional haze modeling being done by the South east Regional Planning Organization, Visibility Improvement State and Tribal Association of th e Southeast (VISTAS) and the fine particulate matter (PM2.5) and ozone modeling being done by the Association of Southeastern Integrated Planning (ASIP). VISTAS and ASIP are run by the ten Southeast states (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, S outh Carolina, Tennessee, Virginia and West Virginia. Since the regional haze and PM2.5 modeling uses annual simulations and includes an intermediate year that is the attainment year required for the Metrolina nonattainment area, the North Carolina Division of Air Quality (NCDAQ) decided to use the this modeling for its attainment demonstration

On-road mobile sources are considered those vehicles that travel on the roadways. On-road mobile sources emissions comprise over 50 percent of the emissions of NOx for most of North Carolina. Emissions from motor vehicles occur throughout the day while the vehicle is in motion, at idle, parked, and during refueling. All of these emissions processes need to be estimated in order to properly reflect the total emissions from this source category. In its simplest terms, emissions from on-road mobile sources are calculated by multiplying an activity level, in this case daily vehicle miles traveled (VMT) as provided by the North Carolina Department of Transportation (NCDOT) and Me tropolitan Planning Organization (MPOs), by an emission factor.

The US Environmental Protection Agency (USEPA) developed the MOBILE model to estimate emission factors based on information on the way vehicles are driven in a particular area. The newest version of the MOBILE model, MOBILE6.2, was used. In 2004, MOBILE6.2 was incorporated into SMOKEv2.1 which was used in the VISTAS/ASIP modeling. Key inputs for MOBILE6.2 include information on the age of vehicles on the roads, the average speed of those vehicles, what types of roads those vehicles ar e traveling on, any control technologies in place in an area to reduce emissions for motor vehicles (e.g., emissions inspection programs) and ambient temperature.

A very important component of the on-road mobile emissions estimation process is interagency consultation. The Metrolina transportation partners involved in attainment demonstration State Implementation Plan (SIP) and motor vehicle emission budget development included: USEPA, NCDOT, Federal Highway Administration (F HWA), Gaston Urban Area MPO (GUAMPO), Mecklenburg Union MPO (MUMPO), and Cabarrus Rowan MPO. Specifically the NCDOT,

## On-Road Mobile Sources Documentation 2 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# Charlotte Department of Transportation (CDOT) a nd MPOs were consulted on input data such as speeds and VMT derived from the Metrolina travel demand model (TDM).

The documentation for the on-road mobile sources is broken out into two components: 1) how the inventory was developed for the ozone modeling used for the attainment demonstration and 2) how the motor vehicle emission budgets were developed for the North Carolina counties in the Metrolina nonattainment area.

## On-Road Mobile Sources Documentation 3 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# 2. MOBILE6.2 INPUT ASSUMPTIONS FOR VISTAS/ASIP The MOBILE6 module of SMOKE was used to develop the 2002 and 2009 on-road mobile source emissions estimates for carbon monoxide, ammonia, fine particulate matter, nitrogen oxides (NOx) and volatile organic compounds (VOC s). The MOBILE6 parameters, vehicle fleet descriptions, and VMT estimates were combined with gridded, episode-specific temperature data to calculate the gridded, temporalized emission estimates. Of note, whereas the on-network emissions estimates are spatially allocated based on link location and subsequently summed to the grid cell level, the off-network emissions estimates are spatially allocated based on a combination of the FHWA Version 2.0 highway networks and population. For the VISTAS/ASIP 36/12 km modeling, no link based data was used. The MOBILE6 emissions factors are based on episode-specific temperatures predicted by the meteorological model. Further, the MOBILE6 emissions factors model accounts for the following:

• Hourly and daily minimum/maximum temperatures, relative humidity and barometric pressure;

• Facility speeds;

• Locale-specific inspection/maintenance (I/M) control programs, if any;

• Adjustments for running losses;

• Splitting of evaporative and exhaust emissions into separate source categories;

• VMT, fleet turnover, and changes in fuel composition and Reid vapor pressure (RVP).
2.1 Speed Assumptions

Emissions from motor vehicles vary with the manner in which the vehicle is operated. Vehicles traveling at 65 miles per hour (mph) emit a very different mix of pollutants than the car that is idling at a stoplight. In order to estimate emi ssions from vehicles for a typical day, NCDOT and the MPOs provided speeds for their respective counties.

The speeds for several urban counties covered by the MPOs were generated from their latest travel demand models and are differentiated into the morning rush hours (AM), the evening rush hours (PM) and off-peak (OP) speeds. NCDOT recommended using Wake County off-peak speeds for all remaining counties in North Carolina.

## On-Road Mobile Sources Documentation 4 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# Interstates are modeled as “non-ramp” instead of “freeways” because both the speed and VMT for ramps are included in the functional classification for the major facility it is connected to in the travel demand model. This is consistent with the USEPA guidance.

2.2 Vehicle Age Distribution

The vehicle age distribution is based on annual registration data for North Carolina and is provided by NCDOT. For this analysis the age distribution was generated based on 2004 data, representing the latest quality assured information available. The NCDOT provided vehicle count data for each vehicle classification from years 1974 through 2004. Vehicles greater than 25 years old were combined and included as the 25 th 

# model year. The vehicle count information is provided for nine vehicle types; light duty gas vehicles (LDGV), light duty diesel vehicles (LDDV), light duty gas trucks 1 (LDGT1), light duty gas trucks 2 (LDGT2), light duty diesel trucks 1 (LDDT1), light duty diesel trucks 2 (LDDT2), heavy duty gas vehicles (HDGV), heavy duty diesel vehicles (HDDV) and motorcycles (MC). LDDT1 and LDDT2 are combined and labeled as light duty diesel trucks (LDDT). Th is vehicle distribution convention corresponds to the old MOBILE5 format and does not correlate to the USEPA MOBILE6.2 model vehicle types. In order to convert the data provided by the NCDOT into the MOBILE6.2 model format, the NCDAQ used a utility developed by the USEPA that disaggregates the 8 MOBILE5 model vehicle types into the 16 MOBILE6.2 vehicle type s. The count data provided by the NCDOT is converted to fractions by dividing each count per vehicle type per year by the total number of vehicles in that classification for all years. For example, the number of 2004 light duty vehicles divided by the total number of light duty vehicles for all years. The fractions are arranged into MOBILE5 format for conversion to the 16 vehicle types required by the MOBILE6.2 model using the USEPA conversion utility.

2.3 Vehicle Mix Assumptions

2.3.1 North Carolina Statewide Vehicle Mix Development The vehicle mix refers to the percentage of different vehicle types on each of the 12 FHWA road types. These road types are listed below in Table 2.3.1-1. It is critical for estimating mobile emissions in an area to use data that accurately reflects the vehicles types traveling on each of these different road types.

## On-Road Mobile Sources Documentation 5 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007Table 2.3.1-1. Percentage of Vehicles Per Vehicle Type by Functional Road Class in NC

## On-Road Mobile Sources Documentation 6 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# The NCDAQ created a statewide mix based on the methodology outlined in the August 2004 USEPA guidance document EPA420-R-04-013 , Technical Guidance on the Use of MOBILE6.2 for Emission Inventory Preparation

. Below is the methodology used to convert the 13 Highway Performance Monitoring System (HPMS) vehicle types count data reported to FHWA and generate a state specific vehicle mix.

The North Carolina HPMS data that was used to generate the statewide vehicle mix was based on 1999 through 2001 data counts. This was the latest available statewide count information at the time of the emissions modeling. Table 2.3.1-1 shows the percent of vehicles per vehicle type for each of the 12 road classes.

Disaggregating State Specific Information

The Technical Guidance on the Use of MOBILE6.2 for Emission Inventory Preparation , Section 4.1.5, illustrates how to map the HPMS statewide vehicle data to general vehicle categories. This mapping is outlined below:

HPMS Category General Category Motorcycle Motorcycle (MC) Passenger Car Passenger Car (LDV) Other 2-Axel, 4-Tire Vehicles Light Truck (LDT)
Buses Bus (HDB)

All Other Trucks: Single unit, 2-axel, 6-tire Single unit, 3-axel Single unit, 4 or more axel Single trailer, 4 or fewer axel Single trailer, 5-axel Single trailer, 6 or more axel Multi-trailer, 5 or fewer axel Multi-trailer, 6-axel Multi-trailer, 7 or more axel Heavy Duty Truck (HDV)



# The HPMS data in Table 2.3.1-1 was grouped into these five general categories for each road type. In order to expand the five general categories to the 16 vehicle types used in MOBILE6.2, the national average VMT fractions by each vehicle class were used. The 2000 fractions were used since the state specific data is from 1999 through 2001. The national average data was

## On-Road Mobile Sources Documentation 7 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# obtained from Table 4.1.2 in Technical Guidance on the Use of MOBILE6.2 for Emission Inventory Preparation . An example for rural interstates is illustrated below:

From Table 2.3.1-1 above:
Passenger Cars = 56.93% 5 axel Trailer = 19.23% Pickup Trucks = 10.80% 6 axel Trailer = 0.48% Buses = 1.06% 5 axel Multi Trailer = 0.73% 2 axel Trucks = 2.50% 6 axel Multi Trailer = 0.24% 3 axel Trucks = 1.56% 7 axel Multi Trailer = 0.11% 4 axel Trucks = 1.09% Motorcycles = 0.49% 4 axel Trailer = 4.79%

Therefore, the five general categories are:
Motorcycles = 0.49% Light Duty Vehicles = 56.93% Light Duty Trucks = 10.80% Heavy Duty Buses = 1.06% Heavy Duty Vehicles = 30.73%

From Table 4.1.2 in Technical Guidance on the Use of MOBILE6.2 for Emission Inventory Preparation , the 2000 national average vehicle mix for light duty trucks, buses and heavy duty trucks are:

Light Duty Trucks Heavy Duty Trucks LDT1 = 0.0655 LDT2 = 0.2179 LDT3 = 0.0672 LDT4 = 0.0309 Total = 0.3815

Buses HDV2B = 0.0380 HDV3 = 0.0038 HDV4 = 0.0029 HDV5 = 0.0022 HDV6 = 0.0082 HDV7 = 0.0098 HDV8A = 0.0108 HDV8B = 0.0386 Total = 0.1143 HDBS = 0.0019 HDBT = 0.0009 Total = 0.0028

## On-Road Mobile Sources Documentation 8 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# Using the methodology described in Technical Guidance on the Use of MOBILE6.2 for Emission Inventory Preparation , Section 4.1.5, the 2000 North Carolina statewide mix was developed. The basic formula for developing the mix is shown below,

Vehicle Type = (2000 M6.2 fraction for vehicle) X (99-01 State total for group)

. (2000 M6.2 total for subcategory)



# Table 2.3.1-2 displays the calculation for each vehicle type for the 2000 rural interstate vehicle mix.

Table 2.3.1-2. Calculation of New 2000 Stat ewide Rural Interstate Vehicle Mix Vehicle

Type Calculation New 2000 Mix LDV = LDV = 0.5693 MC = MC = 0.0049

Light Duty Trucks LDT1 = 0.0655 x (0.1080/0.3815) = 0.0185 LDT2 = 0.2179 x (0.1080/0.3815) = 0.0617 LDT3 = 0.0672 x (0.1080/0.3815) = 0.0190 LDT4 = 0.0309 x (0.1080/0.3815) = 0.0087 Total Light Duty Vehicles 0.6822

Heavy Duty Vehicles HDV2B = 0.0380 x (0.3073/0.1143) = 0.1022 HDV3 = 0.0038 x (0.3073/0.1143) = 0.0102 HDV4 = 0.0029 x (0.3073/0.1143) = 0.0078 HDV5 = 0.0022 x (0.3073/0.1143) = 0.0059 HDV6 = 0.0082 x (0.3073/0.1143) = 0.0220 HDV7 = 0.0098 x (0.3073/0.1143) = 0.0263 HDV8A = 0.0108 x (0.3073/0.1143) = 0.0290 HDV8B = 0.0386 x (0.3073/0.1143) = 0.1038

Buses HDBS = 0.0019 x (0.0106/0.0028) = 0.0072 HDBT = 0.0009 x (0.0106/0.0028) = 0.0034 Total Heavy Duty Vehicles 0.3178

## On-Road Mobile Sources Documentation 9 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# 2002 NC Statewide Vehicle Mix Once the 2000 vehicle mix was generated, the other years were created using the methodology described in Technical Guidance on the Use of MOBILE6.2 for Emission Inventory Preparation
, Section 4.1.4. This method grouped light duty ve hicles, light duty trucks and motorcycles together and heavy duty buses, heavy duty truc ks and heavy duty vehicles together. The combined percentages for these groupings are listed below.

Light Duty Vehicles = 68.22% Heavy Duty Vehicles = 31.78%

The MOBILE6.2 vehicle mix fractions for the year being developed were obtained from Table 4.1.2 in Technical Guidance on the Use of MOBILE6.2 for Emission Inventory Preparation . The MOBILE6.2 vehicle fractions for 2002 are listed below.

Light Duty Vehicles Heavy Duty Vehicles

The North Carolina 2002 vehicle mix was normalized to the MOBILE6.2 fractions using the following formula:

Vehicle Type = (2002 M6 fraction for vehicle) X (2000 State total for group) (2002 M6 total for group)



# Table 2.3.1-3 below displays the calculations used to generate the 2002 North Carolina vehicle mix for rural interstate. HDV2B = 0.0382 HDV3 = 0.0038 HDV4 = 0.0030 HDV5 = 0.0022 HDV6 = 0.0084 HDV7 = 0.0100 HDV8A = 0.0109 HDV8B = 0.0390 HDBS = 0.0019 HDBT = 0.0009
Total = 0.1183 LDV = 0.4646 LDT1 = 0.0706 LDT2 = 0.2349 LDT3 = 0.0724 LDT4 = 0.0333 MC = 0.006
Total = 0.8818

## On-Road Mobile Sources Documentation 10 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# Table 2.3.1-3. Calculation of 2002 NC Statew ide Rural Interstate Vehicle Mix Vehicle

Type Calculation 2002 State Mix

Light Duty Vehicles LDV = 0.4646 x (0.6822/0.8818) = 0.3594
LDT1 = 0.0706 x (0.6822/0.8818) = 0.0546
LDT2 = 0.2349 x (0.6822/0.8818) = 0.1817 LDT3 = 0.0724 x (0.6822/0.8818) = 0.0560
LDT4 = 0.0333 x (0.6822/0.8818) = 0.0258 MC = 0.006 x (0.6822/0.8818) 0.0046

Heavy Duty Vehicles HDV2B = 0.0382 x (0.3178/0.1183) = 0.1026 HDV3 = 0.0038 x (0.3178/0.1183) = 0.0102 HDV4 = 0.0030 x (0.3178/0.1183) = 0.0081 HDV5 = 0.0022 x (0.3178/0.1183) = 0.0059
HDV6 = 0.0084 x (0.3178/0.1183) = 0.0226
HDV7 = 0.0100 x (0.3178/0.1183) = 0.0269 HDV8A = 0.0109 x (0.3178/0.1183) = 0.0293 HDV8B = 0.0390 x (0.3178/0.1183) = 0.1048 HDBS = 0.0019 x (0.3178/0.1183) = 0.0051
HDBT = 0.0009 x (0.3178/0.1183) = 0.0024

The North Carolina transportation partners recommended the use of the statewide vehicle mix for all counties in North Carolina with the exception of the Metrolina area where local vehicle count data was incorporated. The development of the Metrolina area vehicle mix is discussed below.

2.3.2 Metrolina Vehicle Mix Development Based upon vehicle count data provided by CDOT, a vehicle mix for the Metrolina nonattainment area was developed. Vehicle classification counts in the Metrolina nonattainment area were gathered using NC-97 (Hi-Star) count machines. The raw counts from the Hi-Star count machines are categorized into eight vehi cle lengths: less than 20 feet, 20 – 27 feet, 28 – 39 feet, 40 – 49 feet, 50 – 59 feet, 60 – 69 feet, 70 – 79 feet, 80 feet and greater. In MOBILE6.2, vehicles are categorized by weight rather than le ngth. To correlate the vehicle lengths from the count data to the vehicle weight used in MOBILE6.2, a methodology employed by the Illinois

## On-Road Mobile Sources Documentation 11 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# Department of Transportation (IDOT) and best engineering judgment was utilized. Table 2.3.2-1 illustrates the mapping between the count data and the 16 MOBILE6.2 vehicle classifications.

Table 2.3.2-1 Mapping Between Count Data Ve hicle Lengths and MOBILE6.2 Vehicle Classes 

# Bin Vehicle Length Mobile 6 Vehicle Weight Classes

1 < 20 ft LDV Light Duty Vehicles (passenger cars) 1 < 20 ft LDT1 Light Duty Trucks 1 (0-6,000 lbs. GVWR, 0-3,750 lbs. LVW) 1 < 20 ft LDT2 Light Duty Trucks 2 (0-6,000 lbs. GVWR, 3,751-5,750 LVW) 1 < 20 ft LDT3 Light Duty Trucks 3 (6,001-8,500 lbs. GVWR, 0-5,750 lbs. ALVW) 1 < 20 ft LDT4 Light Duty Trucks 4 (6,001-8,500 lbs. GVWR, 5,750 lbs. + ALVW) 2 21–39 ft HDV2b Class 2b Heavy Duty Vehicles (8,501-10,000 lbs. GVWR) 2 21-39 ft HDV3 Class 3 Heavy Duty Vehicles (10,000-14,000 lbs. GVWR) 2 21-39 ft HDV4 Class 4 Heavy Duty Vehicles (14,001-16,000 lbs. GVWR) 2 21-39 ft HDV5 Class 5 Heavy Duty Vehicles (16,001-19,500 lbs. GVWR) 2 21-39 ft HDV6 Class 6 Heavy Duty Vehicles (19,501-26,000 lbs. GVWR) 3 40+ ft HDV7 Class 7 Heavy Duty Vehicles (26,001-33,000 lbs. GVWR) 3 40+ ft HDV8a Class 8a Heavy Duty Vehicles (33,001-60,000 lbs. GVWR) 3 40+ ft HDV8b Class 8b Heavy Duty Vehicles (>60,000 lbs. GVWR) 2 21-39 ft HDBS School Buses 2 21-39 ft HDBT Transit and Urban Buses 1 < 20 ft MC All Motorcycles



# The three vehicle bins, based on vehicle lengths, were grouped into the following general categories: Bin 1-Passenger Cars, Light Duty Truc ks and Motorcycles, Bi n2-Medium Trucks and Buses and Bin 3-Heavy Duty Trucks.

The count data collected by CDOT did not incl ude counts on interstates, freeways and local roads; therefore, for rural interstates, urban interstates and urban freeways/expressways, the statewide vehicle mix was used and collectors were used for local roads. The percentage of each vehicle bin per road type is shown below in Table 2.3.2-2.

Table 2.3.2-2 Percentage of Each Vehicle Bin per Road Type Road Types Bin 1 Bin 2 Bin 3 Rural <20 feet 21-39 feet 40+ feet Principal Arterial 85.16% 6.97% 7.87% Minor Arterial 89.62% 6.63% 3.76% Major Collector 90.68% 6.57% 2.75% Minor Collector 89.98% 6.92% 3.10% Urban Principal Arterial 93.94% 4.47% 1.59% Minor Arterial 93.40% 5.15% 1.45% Collector 93.53% 5.34% 1.13%

## On-Road Mobile Sources Documentation 12 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# Using the Technical Guidance on the Use of MOBILE6.2 for Emission Inventory Preparation
, Section 4.1.5, the Metrolina area vehicle mix was calculated using the following formula:

Vehicle Type = (2009 State VMT fraction per vehicle) x (2002 Metrolina total fraction per group) (2002 State total fraction per group)



# Table 2.3.2-3 displays the calculation for each vehicle type for the 2009 Metrolina nonattainment area rural minor arterial vehicle mix.

Table 2.3.2-3 Calculation of 2009 Metrolin a Rural Minor Arterial Vehicle Mix
Vehicle

Type Calculation New 2009 Mix Cars/Light Duty Trucks/Motorcycles LDV = 0.3687 x (0.8962/0.0.8830) 0.3742 LDT1 = 0.0873 x (0.8962/0.0.8830) 0.0886 LDT2 = 0.2908 x (0.8962/0.0.8830) 0.2951 LDT3 = 0.0896 x (0.8962/0.0.8830) 0.0909 LDT4 = 0.0412 x (0.8962/0.0.8830) 0.0418 MC = 0.0054 x (0.8962/0.0.8830) 0.0055 Medium Trucks HDV2b = 0.0375 x (0.0663/0.0578) 0.0430 HDV3 = 0.0037 x (0.0663/0.0578) 0.0042 HDV4 = 0.0031 x (0.0663/0.0578) 0.0036 HDV5 = 0.0023 x (0.0663/0.0578) 0.0026 HDV6 = 0.0084 x (0.0663/0.0578) 0.0096 HDBS = 0.0019 x (0.0663/0.0578) 0.0022 HDBT = 0.0010 x (0.0663/0.0578) 0.0011 Heavy Trucks HDV7 = 0.0099 x (0.0376/0.0592) 0.0063 HDV8a = 0.0108 x (0.0376/0.0592) 0.0069 HDV8b = 0.0384 x (0.0376/0.0592) 0.0244



# 2.4 Temperature, Relative Humidity and Barometric Pressure Assumptions

MOBILE6.2 emission factors used by SMOKE are significantly influenced by temperature and to a lesser extent, humidity. The most desirable approach from an accuracy standpoint is to model on-road mobile emissions using gridded, temporalized data from the meteorological model. The VISTAS on-road mobile inventories were developed using this approach.

## On-Road Mobile Sources Documentation 13 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# 2.5 Vehicle Inspection and Maintenance Program Assumptions

In the early 1990’s, North Carolina adopted emissions inspection requirements for vehicles in 9 urban counties. This program tested emissions at idle for 1975 and newer gasoline powered light duty vehicles. This “idle test” was assumed to have a compliance rate of 95 percent and covered Gaston, Mecklenburg, Union, Cabarrus Forsyth, Guilford, Orange, Durham and Wake Counties. In addition, the inspection stations are required to administer an anti-tampering check to ensure that emissions control equipment on any vehicle 35 years old and newer has not been altered.

In 2002, North Carolina implemented a new vehicle emissions inspection program referred to as onboard diagnostics (OBDII). This program covers all light duty gasoline powered vehicles that are model year 1996 and newer. The program was initially implemented in the 9 counties that originally had the “idle test” and was expanded to include a total of 48 counties between July 2002 and January 2006. Because the OBDII program did not begin until midway through 2002, the 2002 annual on-road mobile inventory to support VISTAS/ASIP modeling was developed with an “idle test” in the 9 counties listed above plus the anti-tampering in all counties.

2.6 Reid Vapor Pressure Assumptions

The RVP is a measure of gasoline’s volatility. The following reflects the RVP settings used in the development of the North Carolina on-road mobile inventory to support the VISTAS/ASIP regional modeling. An RVP of 7.8 pounds per square inch (psi) is required during May through September in the former 1-hour ozone nonattainment areas. The remainder of North Carolina is required to have an RVP of 9.0 psi during May through September.

2.7 Vehicle Miles Traveled Assumptions

In order to calculate emissions from on-road mobile sources, emission factors are developed as discussed throughout this document. The emission factors are then multiplied by an activity level, which for on-road mobile sources is VMT.

For most counties in North Carolina, the 2002 VMT was derived from the 2002 Highway Performance Maintenance System (HPMS) data provided by NCDOT and the 2009 was grown based on a linear interpolation of the most recen t 10 years (1995-2004) of HPMS data. Like with the speed data explained above, VMT from several urban counties travel demand models were used instead of HPMS VMT. Where this travel demand model data was available, it was the recommendation of the North Carolina transportation partners to use it instead of the HPMS data.

## On-Road Mobile Sources Documentation 14 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# In situations where certain North Carolina counties are partially covered by a travel demand model, and the North Carolina transportation partners anticipate future versions of the travel models to cover the entire county, an adjusted HPMS VMT number was used. This upward adjustment (30%) of the countywide HPMS VMT data is based on an analysis by NCDAQ that shows that travel demand model VMT can be as much as 30% higher than the HPMS VMT. In some counties that the transportation partners felt were in high growth areas that may not be captured in the HPMS VMT growth process, an additional 10% growth was added to the 2009 projected HPMS VMT.

In the Metrolina area, all of the counties, with the exception of Iredell County, was fully covered by a TDM and TDM VMT was used in the attainment demonstration modeling. For Iredell County, only part of the county was covered by the regional TDM and therefore HPMS data was used. At the request of the transportation partners, during the interagency consultation process, the VMT used in the attainment demonstration for Iredell County was increased by 40%.

## On-Road Mobile Sources Documentation 15 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# 3. MOBILE6.2 INPUT ASSUMPTIONS FOR MOTOR VEHICLE EMISSION BUDGETS The purpose of transportation conformity is to ensure that Federal transportation actions occurring in a nonattainment areas does not hinder the area from maintaining the 8-hour ozone standard. This means that the level of emissions estimated by the NCDOT or the MPOs for the Transportation Implementation Plan and Long Ra nge Transportation Plan must not exceed the motor vehicle emission budgets (MVEBs) as defined in this attainment demonstration SIP.

The sections below describe the MOBILE6.2 input assumptions used to calculate the MVEBs. The MOBILE6.2 input files and output files used in the development of the on-road mobile source emissions for the attainment demonstration are compiled in Section 5.

As stated in the introduction, a very important component of the on-road mobile emissions estimation process is interagency consultation. Th e Metrolina transportation partners involved in attainment demonstration State Implementation Plan (SIP) and motor vehicle emission budget development included: USEPA, NCDOT, Fede ral Highway Administration (FHWA), Gaston Urban Area MPO (GUAMPO), Mecklenburg Un ion MPO (MUMPO), and Cabarrus Rowan MPO. Specifically the NCDOT, Charlotte Depa rtment of Transportation (CDOT) and MPOs were consulted on input data such as speeds and VMT derived from the Metrolina travel demand model (TDM), as well the other input parameters discussed below.

3.1 Speed Assumptions

The MOBILE6.2 command “AVEAGE SPEED” was used to enter the speeds. This command requires the average speed on a given roadway scenario. Interstates are modeled as “non-ramp” instead of “freeways” because both the speed a nd VMT for ramps are included in the functional classification for the major facility it is connected to in the travel demand model. This is consistent with the USEPA guidance.

In order to estimate emissions from vehicles for a typical day, CDOT and the MPOs provided speeds for their respective counties. The speeds were generated from their latest travel demand model at the time of the VISTAS/ASIP modeling. These speeds were provided based on a daily
average.

As part of the public comment process, the NCDOT requested that four times a day speeds be used instead of average daily speeds since this would be consistent with how future transportation conformity regional emissions analyses will be performed. CDOT and MUMPO both commented on this inconsistency as well, especially for the motor vehicle emission budgets

## On-Road Mobile Sources Documentation 16 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# for Iredell, Mecklenburg and Union Counties. It did not appear that the other transportation partners were consulted about this request, therefore, the NCDAQ has decided to not to use the new data for setting the MVEBs. The NCDAQ will share this data with the transportation partners in an interagency consultation meeting, to be set at a later date. Additionally, there were a number of questions and concerns in the NCDAQ’s initial review of the data. If the questions and concerns the NCDAQ have with the data are resolved and all transportation partners agree that the new data should be used in setting the MVEBs, then the NCDAQ will determine the effects of the new data on emissions, as well as on the attainment demonstration modeling. If the new data does not jeopardize the attainment demonstration modeling, the NCDAQ may start a SIP revision process, if deemed appropriate, to incorporate the new data into the MVEBs calculations.

Table 3.1-1 below provides a summary of the speeds used for the development of the MVEBs. These same speeds were used in the 2009 VISTAS/ASIP modeling for all counties except Iredell County. Only a small portion of Iredell County was designated nonattainment (Coddle Creek and Davidson Townships). For the VISTAS/ASI P modeling, average county-wide speeds were used, for the setting of the MVEBs, average speeds based on just the nonattainment area are used. The column headings in Table 3.1-1 represent the 12 FHWA road types used in the modeling and are listed below. The 12 FHWA road types are:

RI Rural Interstate UI Urban Interstate RPA Rural Other Principle Arterial UF Urban Freeway & Expressway RMA Rural Minor Arterial UPA Urban Other Principal Arterial RMjC Rural Major Collector UMiA Urban Minor Arterial RMiC Rural Minor Collector UC Urban Collector RL Rural Local UL Urban Local

Table 3.1-1. Daily Speeds for Specific Counties Used In Setting 2009 MVEBs
County RI RPA RMA RMjC RMiC RL UI UF UPA UMiA UC UL Mecklenburg 0 22 18 32 26 30 41 49 25 26 24 30 Cabarrus 0 46 41 38 34 30 35 0 28 29 30 30 Gaston 42 66 36 43 41 30 44 66 26 29 26 30 Lincoln 0 59 37 51 45 30 0 0 41 23 22 30 Rowan 0 45 49 50 50 30 57 0 38 39 36 30 Union 0 46 43 45 44 30 0 36 33 32 36 30 Iredell 38 54 11 24 24 20 55 0 18 22 23 18

## On-Road Mobile Sources Documentation 17 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# 3.2 Vehicle Age Distribution

The vehicle age distribution used in developing the MVEBs is the same as what was used in the VISTAS/ASIP modeling and is discussed in Secti on 2.2. A copy of this vehicle age distribution can be found in Section 5 of this document.

As part of the public comment process, the NC DOT requested that new vehicle age distribution data be used instead of the data used in the 2009 VISTAS/ASIP modeling. It did not appear that the other transportation partners were consulted about this request, therefore, the NCDAQ has decided to not to use the new data for setting the MVEBs. The NCDAQ will share this data with the transportation partners in an interagency consultation meeting, to be set at a later date. If all transportation partners agree that the new data should be used in setting the MVEBs, then the NCDAQ will determine the effects of the new data on emissions, as well as on the attainment demonstration modeling. If the new data does not jeopardize the attainment demonstration modeling, the NCDAQ may start a SIP revision proce ss, if deemed appropriate, to incorporate the new data into the MVEBs calculations.

3.3 Development of Vehicle Mix

The vehicle mix used in the developing of the MVEBs is the Metrolina area vehicle mix discussed in Section 2.3.2.

As part of the public comment process, the NCDOT requested that new vehicle mix data be used instead of the data used in the 2009 VISTAS/ASIP modeling. It did not appear that the other transportation partners were consulted about th is request, therefore, NCDAQ has decided to not to use the new data for setting the MVEBs. The NCDAQ will share this data with the transportation partners in an interagency consultation meeting, to be set at a later date. If all transportation partners agree that the new data should be used in setting the MVEBs, then the NCDAQ will determine the effects on the emissions as well as on the attainment demonstration modeling. If the new data does not jeopardize the attainment demonstration modeling, the NCDAQ may start a SIP revision process, if deem ed appropriate, to incorporate the new data into the MVEBs calculations.

The Metrolina vehicle mix data used in setting the MVEBs can be found in Section 5 of this document.

## On-Road Mobile Sources Documentation 18 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# 3.4 Temperature, Relative Humidity and Barometric Pressure Assumptions

The MOBILE6.2 command “HOURLY TEMPERATURES” was used to enter temperatures to estimate mobile source emissions. This command requires the command name followed by the hourly temperatures in the data field in the RUN SECTION of the MOBILE6.2 input files. The relative humidity command used in MOBILE6.2 is “RELATIVE HUMIDITY” followed by the hourly relative humidity data. The “RELATIVE HUMIDITY” command is placed in each SCENARIO SECTION in the input files. For the Metrolina nonattainment area, the NCDAQ used an average July 2002 hourly temperature profile and relative humidity profile from the Charlotte-Douglas International Airport Meteorol ogical Station. The hourly temperatures and relative humidity are shown in Tables 3.4-1.

Table 3.4-1 Metrolina Nonattainment Area Average Hourly Temperatures and RH Hour July 2002 Avg Temp July 2002 Avg RH 0 75.0 79.4 1 74.0 82.8 2 73.2 85.1 3 72.3 87.0 4 71.6 88.5 5 71.0 90.6 6 71.0 91.0 7 73.8 85.7 8 77.0 78.5 9 80.3 70.8 10 82.5 65.5 11 85.4 59.3 12 87.3 52.9 13 88.5 50.1 14 89.1 48.5 15 88.5 51.0 16 89.6 47.2 17 89.2 47.1 18 86.3 52.6 19 82.6 60.7 20 77.8 70.1 21 77.5 70.5 22 76.2 76.2 23 75.9 77.3

## On-Road Mobile Sources Documentation 19 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# 3.5 Vehicle Inspection and Maintenance Program Assumptions

The ODBII program is administered in all of the counties in the Metrolina nonattainment area. Mecklenburg, Gaston, Union and Cabarrus Counties were four of the original nine counties that implemented the OBDII program. Iredell and Rowan Counties were phased-in in July 2003 and Lincoln County was phased-in in January 2004. All counties in North Carolina have a vehicle safety inspection program. Inspection stations are required to administer an anti-tampering check to ensure that emissions control equipment on any vehicle, less than 35 model years old, has not been altered.

3.6 Reid Vapor Pressure Assumptions

As discussed in Section 2.6, the RVP is required to be 7.8 psi during May through September in areas that were nonattainment for the 1-hour ozone standard, which includes Gaston and Mecklenburg Counties. The remaining counties in the Metrolina nonattainment area are required to have an RVP of 9.0 psi during May through September. These values were used in calculating the MVEBs for the Metrolina nonattainment area.

3.7 Vehicle Miles Traveled Assumptions

In order to calculate emissions from on-road mobile sources, emission factors are developed as discussed throughout this document. The emission factors are then multiplied by an activity level, which for on-road mobile sources is daily VMT.

The daily VMT for the Metrolina nonattainment area was provided by CDOT on February 18, 2005. The 2009 VMT data used to calculate the MVEBs is the same data that was used in the Metrolina attainment demonstration SIP with the exception of Iredell County. The VMT used for Iredell County in the attainment demonstration was an adjusted HPMS, where the HPMS data was increased by 40% at the request of the transportation partners. Thirty percent was to make the VMT TDM-like and ten percent to account for the high growth in this area. As stated earlier, only part of Iredell County was designated nonattainment, so the VMT used to estimate the MVEB reflects TDM VMT associated with the nonattainment area only. This VMT was then increased by 10% to account for the high growth in this area per the interagency consultation process.

As part of the public comment process, the NCDOT requested that four times a day VMT be used instead of daily VMT since this would be consistent with how future transportation conformity regional emissions analyses will be performed. CDOT and MUMPO both

## On-Road Mobile Sources Documentation 20 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# commented on this inconsistency as well, especially for the motor vehicle emission budgets for Iredell, Mecklenburg and Union Counties. It did not appear that the other transportation partners were consulted about this request, therefore, the NCDAQ has decided to not to use the new data for setting the MVEBs. The NCDAQ will share this data with the transportation partners in an interagency consultation meeting, to be set at a later date. Additionally, there were a number of questions and concerns in the NCDAQ’s initial review of the data. If the questions and concerns the NCDAQ have with the data are resolved and all transportation partners agree that the new data should be used in setting the MVEBs, then the NCDAQ will determine the effects of the new data on emissions, as well as on the attainment demonstration modeling. If the new data does not jeopardize the attainment demonstration modeling, the NCDAQ may start a SIP revision process, if deemed appropriate, to incorporate the new data into the MVEBs calculations.

Table 3.7-1 lists the VMT used in the MVEBs calculations.

Table 3.7-1. 2009 Daily VMT by County Road Type Cabarrus Gaston Iredell Linc oln Mecklenburg Rowan Union Urban Interstate 1,602,005 2,723,477 9,900 0 8,917,313 1,770,281 0 Freeways 0 120,248 0 0 5,378,225 0 131,888 Other Prin. Arterial 1,120,379 1,510,449 105,600 103,693 4,367,496 477,996 612,816 Minor Arterial 944,990 1,183,697 202,400 46,769 5,086,069 833,736 779,316 Collector 748,220 325,861 72,600 29,300 3,420,326 518,445 228,372 Local 527,392 554,000 229,900 104,771 4,145,000 379,745 502,801

Rural Interstate 0 149,103 1,257,300 0 0 0 0 Other Prin. Arterial 277,914 365,159 6,600 565,584 168,247 138,430 372,635 Minor Arterial 286,075 413,253 231,000 633,517 126,654 118,512 139,296 Major Collector 577,434 468,575 283,800 251,698 13,251 644,672 941,745 Minor Collector 433,748 310,588 212,300 426,038 165,599 475,454 313,708 Local 393,054 333,699 564,300 525,446 276,955 474,587 844,106 Total VMT 6,911,211 8,458,109 3,175,700 2,686,816 32,065,134 5,831,856 4,866,684

## On-Road Mobile Sources Documentation 21 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# 4. MOTOR VEHICLE EMISSIONS BUDGETS FOR CONFORMITY
4.1 Transportation Conformity

As mentioned earlier, the purpose of transportation conformity is to ensure that Federal transportation actions occurring in a nonattainment areas does not hinder the area from maintaining the 8-hour ozone standard. This means that the level of emissions estimated by the NCDOT or the MPOs for the Transportation Implementation Plan and Long Range Transportation Plan must not exceed the MVEBs as defined in this attainment demonstration SIP.

One of the requirements is that the NCDAQ needs to consult with the transportation partners in the development of the SIP. The NCDAQ consulted the partners for the data used in the development of the MVEBs, as well as the data used in the VISTAS/ASIP modeling. Additionally, the NCDAQ sent out a request for co mment on setting the geographic extent of the MVEBs to all of the transportation partners. A copy of the letter can be found in Appendix B. In the letter, NCDAQ expressed its preference for setting county level budgets and some of the reasons why NCDAQ believed county level budgets were appropriate.

The NCDAQ received comments from several of the transportation partners regarding the geographic extent of the MVEBs. Some of the partners wanted county-by-county budgets; others wanted regional budgets. Copies of the letters received can be found in Appendix B. Upon careful consideration of all arguments, the NCDAQ decided to move forward with setting county level MVEBs. The NCDAQ believes that since mobile source NOx emissions play a significant role in the ozone formation in the Metrolina nonattainment area, it is important that the larger, more urbanized counties in the area meet the county level NOx MVEBs that closely represents the emissions that were modeled for the attainment demonstration.

4.2 Highway Mobile Source VOC Insignificance

Section 93.109(k) in the Transportation Conformity Rule Amendments for the new 8-hour ozone and fine particulate matter NAAQS addresses areas with insignificant motor vehicle emissions. It reads:

Notwithstanding the other paragraphs in this section, an area is not required to satisfy a regional emissions analysis for §93.118 and/or §93.119 for a given pollutant/precursor and NAAQS, if EPA finds through the adequacy or approval process that a SIP demonstrates that regional motor vehicle em issions are an insignificant contributor to the air quality problem for that pollutant/precursor and NAAQS. The SIP would have to demonstrate that it would be unreasonable to expect that such an area would experience

## On-Road Mobile Sources Documentation 22 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# enough motor vehicle emissions growth in that pollutant/precursor for a NAAQS violation to occur.

The rule suggests that such a finding would be based on a number of factors, including the percentage of motor vehicle emissions in the context of the total SIP inventory, the current state of air quality as determined by monitoring data for that NAAQS, the absence of SIP motor vehicle control measures, and historical trends and future projections of the growth of motor vehicle emissions. Although there is a vehicle control measure in place in the Metrolina area, an inspection and maintenance program, the current program was established for additional reductions in NOx emissions. There are incidental VOC emission reductions as a result of this program (~ 8%), however, it is not believed the reduction of VOC emissions results in decreased ozone levels.

The NCDAQ has examined the sources of VOC emissions and their contribution to ozone formation in North Carolina. Due to the generally warm and moist climate of North Carolina, vegetation abounds in many forms, and forested lands naturally cover much of the state. The biogenic sector is the most abundant source of VOC emissions in North Carolina and accounts for approximately 90% of the total VOC emissi ons statewide. The overwhelming abundance of biogenic VOC emissions makes the majority of North Carolina a NOx limited environment for the formation of ozone. This holds true for the Metrolina nonattainment area counties. Summaries from the VISTAS/ASIP 2002 and 2009 regional modeling effort were used to illustrate the abundance of the biogenic VOC em issions. Figures 4.2-1 and 4.2-2 provides the percent contributions from point, on-road mobile, off-road mobile, area, and biogenic sources to the total VOC emissions in the Metrolina nonattainment area in 2002 and 2009, respectively. For the two partial counties in the Metrolina nonattainment area, Iredell and York Counties, the whole county emissions were used since the modeling inventories are for whole counties.

3%
15%

4%

7%

71% Point On-Road Mobile Off-Road Mobile Area Biogenic

2002 VOC Emissions 1132 tons/day

## On-Road Mobile Sources Documentation 23 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# Figure 4.2-1 Metrolina Area 2002 Daily Summertime VOC Emissions

Figure 4.2-2 Metrolina Area 2009 Daily Summertime VOC Emissions

In the Metrolina nonattainment area, on-road mobile sources contribute only 15 and 9 percent of the 2002 and 2009 total VOC inventories, respectively.

Also noteworthy are the projected decreases in on-road mobile VOC emissions, notwithstanding VMT increases. These reductions are due mainly to the retirement of older vehicles and the growing fleet of Tier 2 vehicles on the roads in future years. Some additional reductions are attributable to North Carolina’s I/M program in the Metrolina area.

A recent modeling sensitivity test was performed by ASIP that allows an analysis of VOC contributions to ozone concentrations in the Southeastern United States. One of the analyses conducted by ASIP is a series of emissions sensitivity modeling runs to quantify the contributions of various emission sources to ozone and fine particles. The modeling system used in this analysis consisted of 3 components: 1) the Penn State University/National Center for Atmospheric Research Mesoscale Model (MM5 version 3.6.1+), 2) the Sparse Matrix Operator Kernel Emissions Modeling System (SMOKE version 2.1), and 3) the Community Multiscale Air Quality (CMAQ version 4.4) model. Mode l configurations, input data, and modeling methods are consistent with those suggested by the USEPA in Guidance on the Use of Models and Other Analyses in Attainment Demonstrations for the 8-hour Ozone NAAQS

. 2% 9%

3%

7%

79% Point On-Road Mobile Off-Road Mobile Area Biogenic

2009 VOC Emissions 1038 tons/day

## On-Road Mobile Sources Documentation 24 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# The emissions sensitivities are calculated by taking the difference between two air quality model simulations: one with base case emissions and another with reduced emissions inputs. The emissions sensitivity discussed here reduces all anthropogenic VOCs in the modeling domain by 30% from 2009 emission levels. Translating this to the Metrolina nonattainment area emissions, this 30% anthropogenic VOC reduction is equivalent to about a 70% reduction of all on-road mobile VOC emissions in the Metrolina nonattainment area in 2009. This emissions sensitivity was run for a 39 day period (June 1-July 9). In all 39 days of the modeling simulation, the 8- hour ozone maximum concentrations were unchanged in the Metrolina nonattainment area – a clear indicator that on-road mobile VOC is an in significant contributor to ozone formation in that area. In fact, there was not an 8-hour ozone response as high as 1 ppb anywhere in North Carolina during the sensitivity simulation. Figure 4.2-3 provides an example from the 30% anthropogenic VOC reduction modeling illustrating the lack of ozone response North Carolina.

Figure 4.2-3 8-hour Ozone response to 30% anthropogenic VOC reductions in 2009

Additional mobile source sensitivity simulations have been conducted by the NCDAQ. These modeling runs focused specifically on the impact of mobile source VOC emissions on ozone. The sensitivity reduced mobile source VOC by 50% in the North Carolina counties in the Metrolina ozone nonattainment area (Cabarrus, Gaston, Iredell, Lincoln, Mecklenburg, Rowan and Union Counties) in the year 2008. This emissions sensitivity was run for a 7 day period

## On-Road Mobile Sources Documentation 25 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# (July 13-19). In all 7 days of the modeling simulation, the 8-hour ozone maximum concentrations were unchanged in the Metrolina nonattainment area (and all of North Carolina),

a clear indicator that on-road mobile VOC is an insignificant contributor to ozone formation in that area. Figure 4.2-4 provides an example of the lack of an 8-hour ozone response from the 50% mobile VOC reduction sensitivity modeling.

Figure 4.2-4 8-hour Ozone Response to 50% mobile VOC decrease in 2008

Based on the information discussed above, the NCDAQ steadfastly believes on-road mobile VOCs are insignificant contributors to ozone formation in the Metrolina nonattainment area. Emission estimates indicate on-road mobile VOC is a small percentage of the total VOC emissions inventory. On-road mobile VOC emissions are projected to decrease into the future notwithstanding VMT increases. The area is currently below the NAAQS and emission sensitivity modeling performed by ASIP and the NCDAQ indicates no change in future ozone concentrations when VOC emissions are signifi cantly changed. Further, the NCDAQ considers

## On-Road Mobile Sources Documentation 26 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# it unreasonable to expect that the Metrolina nonattainment area will experience enough motor vehicle VOC emissions growth for a future ozone violation to occur. For these reasons, the NCDAQ presented the VOC insignificance concept to the transportation partners and all agreed through the interagency consultation process that mobile source VOC emissions were insignificant. Therefore, the NCDAQ will not be setting MVEB for VOC for the Metrolina nonattainment area.

An affirmative insignificance finding from the US EPA only relieves the transportation partners from a regional emissions analysis for VOC emissions for this area and does not relieve them of the other transportation conformity requirements. The transportation partners will need to note the VOC insignificance finding (if found adequate and approved by the USEPA) in future conformity determinations.

4.3 Motor Vehicle Emission Budgets

As part of the consultation process on setting MVEBs, the NCDAQ sent out a request for comment on setting the geographic extent of the MVEBs to all of the transportation partners. A copy of the letter can be found in Appendix B. In the letter, the NCDAQ expressed its preference for setting county level budgets and some of the reasons why the NCDAQ believed county level budgets were appropriate.

The NCDAQ received comments from several of the transportation partners regarding the geographic extent of the MVEBs. Some of the partners wanted county-by-county budgets; others wanted regional budgets. Copies of the letters received can be found in Appendix B. Upon careful consideration of all arguments, the NCDAQ decided to move forward with setting county level MVEBs. The NCDAQ believes that since mobile source NOx emissions play a significant role in the ozone formation in the Metrolina area, it is important that the large counties in the area meet the county level NOx MVEBs that closely represents the emissions that were modeled for the attainment demonstration.

The MVEBs will be set for the attainment year 2009. By the time the MVEBs are found adequate or approved by the USEPA, the next transportation conformity regional emissions analysis should be for years 2009 and beyond. Therefore, MVEBs will not be set for the baseline year 2002.

Although the emissions are usually expressed in terms of tons per day, the MVEBs will be set in terms of kilograms (kg) per day. The reason for the change is because the MOBILE model generates the emissions factors in grams per mile. In past conformity exercises, there have been

## On-Road Mobile Sources Documentation 27 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# some issues with conversion to tons per day, as well as concerns with how the MVEBs were rounded to the hundredth place. Setting MVEBs in kilograms per day will avoid these issues in future conformity determinations.

The table below shows the North Carolina counties with their on-road mobile NOx emissions expressed in tons per day and the corresponding kilograms per day values for 2009.

Table 4.3-1 On-Road Mobile Source NOx Emissions Metrolina Nonattainment Area 2009 County Tons/day Kg/day Cabarrus 8.57 7,788
Gaston 9.48 8,602
Iredell* 5.61 5,094
Lincoln 3.65 3,317 Mecklenburg 32.27 29,270
Rowan 8.45 7,675
Union 5.57 5,070 Total 73.09 66,353 * Iredell County emissions for nonattainment area only.

The NCDAQ will set MVEB, for transportation conformity purposes, as county budgets within the Metrolina nonattainment area for 2009. Tables 4.3-2 below list out the NOx MVEBs in kilograms per day, for transportation conformity purposes, by county. Upon the USEPA’s affirmative adequacy finding for these county level sub-area MVEBs, these MVEBs will become the applicable MVEBs for each county.

## On-Road Mobile Sources Documentation 28 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# Table 4.3-2 County Level NOx MVEB for 2009

County MVEB (Kilograms/day) Cabarrus 7,788

Gaston 8,602

Iredell* 5,094

Lincoln 3,317

Mecklenburg 29,270

Rowan 7,675

Union 5,070 * Iredell County MVEB for nonattainment area only

## On-Road Mobile Sources Documentation 29 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# 5. MOBILE6.2 DATA USED IN SETTING MVEBs
5.1 MOBILE Input Files

MG09.IN

MOBILE6 INPUT FILE :

> Meck/Gaston I/M for 2009 using TDM Average Daily speeds > with DAQ generated vehicle Mix

POLLUTANTS : NOX HC SPREADSHEET : Meck/Gaston NOX VOC RUN DATA : ***************** RUN SECTION ********** FUEL RVP : 7.8 REG DIST : mekage04.prn

HOURLY TEMPERATURES: 71.0 73.8 77.0 80.3 82.5 85.4 87.3 88.5 89.1 88.5 89.6 89.2 86.3 82.6 77.8 77.5 76.2 75.9 75.0 74.0 73.2 82.3 71.6 71.0

> OBDII

I/M PROGRAM : 1 2003 2050 1 TRC OBD I/M I/M MODEL YEARS : 1 1996 2050 I/M VEHICLES : 1 22222 11111111 1 I/M STRINGENCY : 1 10.0 I/M COMPLIANCE : 1 95.0 I/M WAIVER RATES : 1 5.0 5.0

I/M PROGRAM : 2 2003 2050 1 TRC EVAP OBD I/M MODEL YEARS : 2 1996 2050 I/M VEHICLES : 2 22222 11111111 1 I/M STRINGENCY : 2 10.0 I/M COMPLIANCE : 2 95.0 I/M WAIVER RATES : 2 5.0 5.0

ANTI-TAMP PROG : 91 74 50 22222 22222222 2 11 095. 22212222 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural principle arterial-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural other principle arterial mix and speeds

VMT FRACTIONS : 0.3554 0.0843 0.2805 0.0865 0.0397 0.0453 0.0044 0.0037 0.0028 0.0101 0.0132 0.0144 0.0509 0.0023 0.0012 0.0053

AVERAGE SPEED : 22 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor arterial-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor arterial mix and speeds

VMT FRACTIONS : 0.3742 0.0886 0.2951 0.0909 0.0418 0.0430 0.0042 0.0036 0.0026 0.0096 0.0063 0.0069 0.0244 0.0022 0.0011 0.0055

## On-Road Mobile Sources Documentation 30 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 AVERAGE SPEED : 18 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural major collector-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural major collector mix and speeds

VMT FRACTIONS : 0.3784 0.0897 0.2987 0.0921 0.0423 0.0426 0.0042 0.0036 0.0027 0.0095 0.0046 0.0050 0.0178 0.0022 0.0010 0.0056

AVERAGE SPEED : 32 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor collector-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor collector mix and speeds

VMT FRACTIONS : 0.3760 0.0889 0.2963 0.0913 0.0419 0.0449 0.0043 0.0037 0.0028 0.0101 0.0052 0.0056 0.0201 0.0023 0.0011 0.0055

AVERAGE SPEED : 26 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural local-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural local mix and speeds

VMT FRACTIONS : 0.3753 0.0889 0.2962 0.0913 0.0420 0.0451 0.0044 0.0037 0.0029 0.0102 0.0052 0.0057 0.0201 0.0024 0.0011 0.0055

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban interstate-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban interstate mix and speeds

VMT FRACTIONS : 0.3418 0.0810 0.2696 0.0831 0.0382 0.0581 0.0057 0.0048 0.0036 0.0130 0.0154 0.0167 0.0595 0.0030 0.0015 0.0050

AVERAGE SPEED : 41 Non-Ramp 100.0 0.0 0.0 0.0

## On-Road Mobile Sources Documentation 31 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban freeway-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban freeway mix and speeds

VMT FRACTIONS : 0.3718 0.0881 0.2934 0.0904 0.0416 0.0350 0.0034 0.0029 0.0022 0.0078 0.0093 0.0101 0.0358 0.0018 0.0009 0.0055

AVERAGE SPEED : 49 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban principle arterial-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban principle arterial mix and speeds

VMT FRACTIONS : 0.3919 0.0929 0.3092 0.0953 0.0438 0.0292 0.0029 0.0024 0.0018 0.0066 0.0027 0.0029 0.0103 0.0016 0.0008 0.0057

AVERAGE SPEED : 25 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban minor arterial-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban minor arterial mix and speeds

VMT FRACTIONS : 0.3898 0.0924 0.3076 0.0948 0.0436 0.0334 0.0032 0.0027 0.0021 0.0075 0.0024 0.0026 0.0094 0.0018 0.0009 0.0058

AVERAGE SPEED : 26 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban collector-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban collector mix and speeds

VMT FRACTIONS : 0.3906 0.0925 0.3080 0.0949 0.0436 0.0348 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0017 0.0009 0.0057

AVERAGE SPEED : 24 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

## On-Road Mobile Sources Documentation 32 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban local-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban local mix and speeds

VMT FRACTIONS : 0.3905 0.0925 0.3080 0.0949 0.0437 0.0347 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0018 0.0009 0.0057

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural Interstate - Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural interstate mix and speeds

VMT FRACTIONS : 0.2848 0.0675 0.2247 0.0692 0.0318 0.1019 0.0100 0.0084 0.0063 0.0228 0.0270 0.0293 0.1043 0.0052 0.0026 0.0042

AVERAGE SPEED : 42 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural principle arterial- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural other principle arterial mix and speeds

VMT FRACTIONS : 0.3554 0.0843 0.2805 0.0865 0.0397 0.0453 0.0044 0.0037 0.0028 0.0101 0.0132 0.0144 0.0509 0.0023 0.0012 0.0053

AVERAGE SPEED : 66 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor arterial- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor arterial mix and speeds

VMT FRACTIONS : 0.3742 0.0886 0.2951 0.0909 0.0418 0.0430 0.0042 0.0036 0.0026 0.0096 0.0063 0.0069 0.0244 0.0022 0.0011 0.0055

AVERAGE SPEED : 36 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ********

## On-Road Mobile Sources Documentation 33 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 SCENARIO RECORD : Rural major collector- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural major collector mix and speeds

VMT FRACTIONS : 0.3784 0.0897 0.2987 0.0921 0.0423 0.0426 0.0042 0.0036 0.0027 0.0095 0.0046 0.0050 0.0178 0.0022 0.0010 0.0056

AVERAGE SPEED : 43 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor collector- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor collector mix and speeds

VMT FRACTIONS : 0.3760 0.0889 0.2963 0.0913 0.0419 0.0449 0.0043 0.0037 0.0028 0.0101 0.0052 0.0056 0.0201 0.0023 0.0011 0.0055

AVERAGE SPEED : 41 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural local- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural local mix and speeds

VMT FRACTIONS : 0.3753 0.0889 0.2962 0.0913 0.0420 0.0451 0.0044 0.0037 0.0029 0.0102 0.0052 0.0057 0.0201 0.0024 0.0011 0.0055

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban interstate- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban interstate mix and speeds

VMT FRACTIONS : 0.3418 0.0810 0.2696 0.0831 0.0382 0.0581 0.0057 0.0048 0.0036 0.0130 0.0154 0.0167 0.0595 0.0030 0.0015 0.0050

AVERAGE SPEED : 44 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban freeway- Gaston County CALENDAR YEAR : 2009

## On-Road Mobile Sources Documentation 34 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 EVALUATION MONTH : 7

> Urban freeway mix and speeds

VMT FRACTIONS : 0.3718 0.0881 0.2934 0.0904 0.0416 0.0350 0.0034 0.0029 0.0022 0.0078 0.0093 0.0101 0.0358 0.0018 0.0009 0.0055

AVERAGE SPEED : 66 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban principle arterial- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban principle arterial mix and speeds

VMT FRACTIONS : 0.3919 0.0929 0.3092 0.0953 0.0438 0.0292 0.0029 0.0024 0.0018 0.0066 0.0027 0.0029 0.0103 0.0016 0.0008 0.0057

AVERAGE SPEED : 26 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban minor arterial- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban minor arterial mix and speeds

VMT FRACTIONS : 0.3898 0.0924 0.3076 0.0948 0.0436 0.0334 0.0032 0.0027 0.0021 0.0075 0.0024 0.0026 0.0094 0.0018 0.0009 0.0058

AVERAGE SPEED : 29 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban collector- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban collector mix and speeds

VMT FRACTIONS : 0.3906 0.0925 0.3080 0.0949 0.0436 0.0348 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0017 0.0009 0.0057

AVERAGE SPEED : 26 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban local- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

## On-Road Mobile Sources Documentation 35 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 > Urban local mix and speeds

VMT FRACTIONS : 0.3905 0.0925 0.3080 0.0949 0.0437 0.0347 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0018 0.0009 0.0057

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

END OF RUN :

## On-Road Mobile Sources Documentation 36 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# MG09N.IN

MOBILE6 INPUT FILE :

> Meck/Gaston I/M for 2009 using TDM Average Daily speeds > with DAQ generated vehicle Mix

POLLUTANTS : NOX HC SPREADSHEET : Meck/Gaston NOX VOC RUN DATA : ***************** RUN SECTION ********** FUEL RVP : 7.8 REG DIST : mekage04.prn

HOURLY TEMPERATURES: 71.0 73.8 77.0 80.3 82.5 85.4 87.3 88.5 89.1 88.5 89.6 89.2 86.3 82.6 77.8 77.5 76.2 75.9 75.0 74.0 73.2 82.3 71.6 71.0

> OBDII

I/M PROGRAM : 1 2003 2050 1 TRC OBD I/M I/M MODEL YEARS : 1 1996 2050 I/M VEHICLES : 1 22222 11111111 1 I/M STRINGENCY : 1 10.0 I/M COMPLIANCE : 1 95.0 I/M WAIVER RATES : 1 5.0 5.0

I/M PROGRAM : 2 2003 2050 1 TRC EVAP OBD I/M MODEL YEARS : 2 1996 2050 I/M VEHICLES : 2 22222 11111111 1 I/M STRINGENCY : 2 10.0 I/M COMPLIANCE : 2 95.0 I/M WAIVER RATES : 2 5.0 5.0

ANTI-TAMP PROG : 91 74 50 22222 22222222 2 11 095. 22212222 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural principle arterial-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural other principle arterial mix and speeds

VMT FRACTIONS : 0.3554 0.0843 0.2805 0.0865 0.0397 0.0453 0.0044 0.0037 0.0028 0.0101 0.0132 0.0144 0.0509 0.0023 0.0012 0.0053

AVERAGE SPEED : 22 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor arterial-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor arterial mix and speeds

VMT FRACTIONS : 0.3742 0.0886 0.2951 0.0909 0.0418 0.0430 0.0042 0.0036 0.0026 0.0096 0.0063 0.0069 0.0244 0.0022 0.0011 0.0055

AVERAGE SPEED : 18 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

## On-Road Mobile Sources Documentation 37 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural major collector-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural major collector mix and speeds

VMT FRACTIONS : 0.3784 0.0897 0.2987 0.0921 0.0423 0.0426 0.0042 0.0036 0.0027 0.0095 0.0046 0.0050 0.0178 0.0022 0.0010 0.0056

AVERAGE SPEED : 32 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor collector-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor collector mix and speeds

VMT FRACTIONS : 0.3760 0.0889 0.2963 0.0913 0.0419 0.0449 0.0043 0.0037 0.0028 0.0101 0.0052 0.0056 0.0201 0.0023 0.0011 0.0055

AVERAGE SPEED : 26 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural local-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural local mix and speeds

VMT FRACTIONS : 0.3753 0.0889 0.2962 0.0913 0.0420 0.0451 0.0044 0.0037 0.0029 0.0102 0.0052 0.0057 0.0201 0.0024 0.0011 0.0055

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban interstate-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban interstate mix and speeds

VMT FRACTIONS : 0.3418 0.0810 0.2696 0.0831 0.0382 0.0581 0.0057 0.0048 0.0036 0.0130 0.0154 0.0167 0.0595 0.0030 0.0015 0.0050

AVERAGE SPEED : 41 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban freeway-Meck County CALENDAR YEAR : 2009

## On-Road Mobile Sources Documentation 38 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 EVALUATION MONTH : 7

> Urban freeway mix and speeds

VMT FRACTIONS : 0.3718 0.0881 0.2934 0.0904 0.0416 0.0350 0.0034 0.0029 0.0022 0.0078 0.0093 0.0101 0.0358 0.0018 0.0009 0.0055

AVERAGE SPEED : 49 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban principle arterial-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban principle arterial mix and speeds

VMT FRACTIONS : 0.3919 0.0929 0.3092 0.0953 0.0438 0.0292 0.0029 0.0024 0.0018 0.0066 0.0027 0.0029 0.0103 0.0016 0.0008 0.0057

AVERAGE SPEED : 25 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban minor arterial-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban minor arterial mix and speeds

VMT FRACTIONS : 0.3898 0.0924 0.3076 0.0948 0.0436 0.0334 0.0032 0.0027 0.0021 0.0075 0.0024 0.0026 0.0094 0.0018 0.0009 0.0058

AVERAGE SPEED : 26 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban collector-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban collector mix and speeds

VMT FRACTIONS : 0.3906 0.0925 0.3080 0.0949 0.0436 0.0348 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0017 0.0009 0.0057

AVERAGE SPEED : 24 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban local-Meck County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban local mix and speeds

## On-Road Mobile Sources Documentation 39 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 VMT FRACTIONS : 0.3905 0.0925 0.3080 0.0949 0.0437 0.0347 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0018 0.0009 0.0057

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural Interstate - Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural interstate mix and speeds

VMT FRACTIONS : 0.2848 0.0675 0.2247 0.0692 0.0318 0.1019 0.0100 0.0084 0.0063 0.0228 0.0270 0.0293 0.1043 0.0052 0.0026 0.0042

AVERAGE SPEED : 42 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural principle arterial- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural other principle arterial mix and speeds

VMT FRACTIONS : 0.3554 0.0843 0.2805 0.0865 0.0397 0.0453 0.0044 0.0037 0.0028 0.0101 0.0132 0.0144 0.0509 0.0023 0.0012 0.0053

AVERAGE SPEED : 66 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor arterial- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor arterial mix and speeds

VMT FRACTIONS : 0.3742 0.0886 0.2951 0.0909 0.0418 0.0430 0.0042 0.0036 0.0026 0.0096 0.0063 0.0069 0.0244 0.0022 0.0011 0.0055

AVERAGE SPEED : 36 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural major collector- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural major collector mix and speeds

VMT FRACTIONS :

## On-Road Mobile Sources Documentation 40 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 0.3784 0.0897 0.2987 0.0921 0.0423 0.0426 0.0042 0.0036 0.0027 0.0095 0.0046 0.0050 0.0178 0.0022 0.0010 0.0056

AVERAGE SPEED : 43 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor collector- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor collector mix and speeds

VMT FRACTIONS : 0.3760 0.0889 0.2963 0.0913 0.0419 0.0449 0.0043 0.0037 0.0028 0.0101 0.0052 0.0056 0.0201 0.0023 0.0011 0.0055

AVERAGE SPEED : 41 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural local- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural local mix and speeds

VMT FRACTIONS : 0.3753 0.0889 0.2962 0.0913 0.0420 0.0451 0.0044 0.0037 0.0029 0.0102 0.0052 0.0057 0.0201 0.0024 0.0011 0.0055

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban interstate- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban interstate mix and speeds

VMT FRACTIONS : 0.3418 0.0810 0.2696 0.0831 0.0382 0.0581 0.0057 0.0048 0.0036 0.0130 0.0154 0.0167 0.0595 0.0030 0.0015 0.0050

AVERAGE SPEED : 44 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban freeway- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban freeway mix and speeds

VMT FRACTIONS : 0.3718 0.0881 0.2934 0.0904 0.0416 0.0350 0.0034 0.0029 0.0022 0.0078 0.0093 0.0101 0.0358 0.0018 0.0009 0.0055

## On-Road Mobile Sources Documentation 41 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 AVERAGE SPEED : 66 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban principle arterial- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban principle arterial mix and speeds

VMT FRACTIONS : 0.3919 0.0929 0.3092 0.0953 0.0438 0.0292 0.0029 0.0024 0.0018 0.0066 0.0027 0.0029 0.0103 0.0016 0.0008 0.0057

AVERAGE SPEED : 26 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban minor arterial- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban minor arterial mix and speeds

VMT FRACTIONS : 0.3898 0.0924 0.3076 0.0948 0.0436 0.0334 0.0032 0.0027 0.0021 0.0075 0.0024 0.0026 0.0094 0.0018 0.0009 0.0058

AVERAGE SPEED : 29 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban collector- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban collector mix and speeds

VMT FRACTIONS : 0.3906 0.0925 0.3080 0.0949 0.0436 0.0348 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0017 0.0009 0.0057

AVERAGE SPEED : 26 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban local- Gaston County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban local mix and speeds

VMT FRACTIONS : 0.3905 0.0925 0.3080 0.0949 0.0437 0.0347 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0018 0.0009 0.0057

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47.

## On-Road Mobile Sources Documentation 42 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

END OF RUN :

## On-Road Mobile Sources Documentation 43 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# RIL09.IN

MOBILE6 INPUT FILE :

> Rowan/Iredell/Lincoln I/M for 2009 using TDM Average Daily speeds > with DAQ generated vehicle Mix

POLLUTANTS : NOX HC SPREADSHEET : Rowan/Iredell/Lincoln NOX VOC RUN DATA :

***************** RUN SECTION **********

FUEL RVP : 9.0 REG DIST : ncage04.prn

HOURLY TEMPERATURES: 71.0 73.8 77.0 80.3 82.5 85.4 87.3 88.5 89.1 88.5 89.6 89.2 86.3 82.6 77.8 77.5 76.2 75.9 75.0 74.0 73.2 82.3 71.6 71.0

> OBDII

I/M PROGRAM : 1 2004 2050 1 TRC OBD I/M I/M MODEL YEARS : 1 1996 2050 I/M VEHICLES : 1 22222 11111111 1 I/M STRINGENCY : 1 10.0 I/M COMPLIANCE : 1 95.0 I/M WAIVER RATES : 1 5.0 5.0

I/M PROGRAM : 2 2004 2050 1 TRC EVAP OBD I/M MODEL YEARS : 2 1996 2050 I/M VEHICLES : 2 22222 11111111 1 I/M STRINGENCY : 2 10.0 I/M COMPLIANCE : 2 95.0 I/M WAIVER RATES : 2 5.0 5.0

ANTI-TAMP PROG : 91 74 50 22222 22222222 2 11 095. 22212222

************ SCENARIO SECTION ********

SCENARIO RECORD : Rural principle arterial- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural other principle arterial mix and speeds

VMT FRACTIONS : 0.3554 0.0843 0.2805 0.0865 0.0397 0.0453 0.0044 0.0037 0.0028 0.0101 0.0132 0.0144 0.0509 0.0023 0.0012 0.0053

AVERAGE SPEED : 45 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor arterial- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor arterial mix and speeds

VMT FRACTIONS : 0.3742 0.0886 0.2951 0.0909 0.0418 0.0430 0.0042 0.0036 0.0026 0.0096 0.0063 0.0069 0.0244 0.0022 0.0011 0.0055

AVERAGE SPEED : 49 Arterial 0.0 100.0 0.0 0.0

## On-Road Mobile Sources Documentation 44 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural major collector- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural major collector mix and speeds

VMT FRACTIONS : 0.3784 0.0897 0.2987 0.0921 0.0423 0.0426 0.0042 0.0036 0.0027 0.0095 0.0046 0.0050 0.0178 0.0022 0.0010 0.0056

AVERAGE SPEED : 50 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor collector- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor collector mix and speeds

VMT FRACTIONS : 0.3760 0.0889 0.2963 0.0913 0.0419 0.0449 0.0043 0.0037 0.0028 0.0101 0.0052 0.0056 0.0201 0.0023 0.0011 0.0055

AVERAGE SPEED : 50 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural local- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural local mix and speeds

VMT FRACTIONS : 0.3753 0.0889 0.2962 0.0913 0.0420 0.0451 0.0044 0.0037 0.0029 0.0102 0.0052 0.0057 0.0201 0.0024 0.0011 0.0055

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban interstate- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban interstate mix and speeds

VMT FRACTIONS : 0.3418 0.0810 0.2696 0.0831 0.0382 0.0581 0.0057 0.0048 0.0036 0.0130 0.0154 0.0167 0.0595 0.0030 0.0015 0.0050

## On-Road Mobile Sources Documentation 45 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 AVERAGE SPEED : 57 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban principle arterial- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban principle arterial mix and speeds

VMT FRACTIONS : 0.3919 0.0929 0.3092 0.0953 0.0438 0.0292 0.0029 0.0024 0.0018 0.0066 0.0027 0.0029 0.0103 0.0016 0.0008 0.0057

AVERAGE SPEED : 38 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban minor arterial- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban minor arterial mix and speeds

VMT FRACTIONS : 0.3898 0.0924 0.3076 0.0948 0.0436 0.0334 0.0032 0.0027 0.0021 0.0075 0.0024 0.0026 0.0094 0.0018 0.0009 0.0058

AVERAGE SPEED : 39 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban collector- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban collector mix and speeds

VMT FRACTIONS : 0.3906 0.0925 0.3080 0.0949 0.0436 0.0348 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0017 0.0009 0.0057

AVERAGE SPEED : 36 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban local- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban local mix and speeds

VMT FRACTIONS : 0.3905 0.0925 0.3080 0.0949 0.0437 0.0347 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0018 0.0009 0.0057

## On-Road Mobile Sources Documentation 46 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural Interstate - Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural interstate mix and speeds

VMT FRACTIONS : 0.2848 0.0675 0.2247 0.0692 0.0318 0.1019 0.0100 0.0084 0.0063 0.0228 0.0270 0.0293 0.1043 0.0052 0.0026 0.0042

AVERAGE SPEED : 57 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural principle arterial- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural other principle arterial mix and speeds

VMT FRACTIONS : 0.3554 0.0843 0.2805 0.0865 0.0397 0.0453 0.0044 0.0037 0.0028 0.0101 0.0132 0.0144 0.0509 0.0023 0.0012 0.0053

AVERAGE SPEED : 66 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor arterial- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor arterial mix and speeds

VMT FRACTIONS : 0.3742 0.0886 0.2951 0.0909 0.0418 0.0430 0.0042 0.0036 0.0026 0.0096 0.0063 0.0069 0.0244 0.0022 0.0011 0.0055

AVERAGE SPEED : 26 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural major collector- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural major collector mix and speeds

VMT FRACTIONS : 0.3784 0.0897 0.2987 0.0921 0.0423 0.0426 0.0042 0.0036

## On-Road Mobile Sources Documentation 47 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 0.0027 0.0095 0.0046 0.0050 0.0178 0.0022 0.0010 0.0056

AVERAGE SPEED : 32 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor collector- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor collector mix and speeds

VMT FRACTIONS : 0.3760 0.0889 0.2963 0.0913 0.0419 0.0449 0.0043 0.0037 0.0028 0.0101 0.0052 0.0056 0.0201 0.0023 0.0011 0.0055

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural local- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural local mix and speeds

VMT FRACTIONS : 0.3753 0.0889 0.2962 0.0913 0.0420 0.0451 0.0044 0.0037 0.0029 0.0102 0.0052 0.0057 0.0201 0.0024 0.0011 0.0055

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban interstate- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban interstate mix and speeds

VMT FRACTIONS : 0.3418 0.0810 0.2696 0.0831 0.0382 0.0581 0.0057 0.0048 0.0036 0.0130 0.0154 0.0167 0.0595 0.0030 0.0015 0.0050

AVERAGE SPEED : 60 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban principle arterial- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban principle arterial mix and speeds

VMT FRACTIONS :

## On-Road Mobile Sources Documentation 48 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 0.3919 0.0929 0.3092 0.0953 0.0438 0.0292 0.0029 0.0024 0.0018 0.0066 0.0027 0.0029 0.0103 0.0016 0.0008 0.0057

AVERAGE SPEED : 27 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban minor arterial- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban minor arterial mix and speeds

VMT FRACTIONS : 0.3898 0.0924 0.3076 0.0948 0.0436 0.0334 0.0032 0.0027 0.0021 0.0075 0.0024 0.0026 0.0094 0.0018 0.0009 0.0058

AVERAGE SPEED : 26 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban collector- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban collector mix and speeds

VMT FRACTIONS : 0.3906 0.0925 0.3080 0.0949 0.0436 0.0348 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0017 0.0009 0.0057

AVERAGE SPEED : 28 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban local- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban local mix and speeds

VMT FRACTIONS : 0.3905 0.0925 0.3080 0.0949 0.0437 0.0347 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0018 0.0009 0.0057

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural principle arterial- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural other principle arterial mix and speeds

## On-Road Mobile Sources Documentation 49 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 VMT FRACTIONS : 0.3554 0.0843 0.2805 0.0865 0.0397 0.0453 0.0044 0.0037 0.0028 0.0101 0.0132 0.0144 0.0509 0.0023 0.0012 0.0053

AVERAGE SPEED : 59 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor arterial- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor arterial mix and speeds

VMT FRACTIONS : 0.3742 0.0886 0.2951 0.0909 0.0418 0.0430 0.0042 0.0036 0.0026 0.0096 0.0063 0.0069 0.0244 0.0022 0.0011 0.0055

AVERAGE SPEED : 37 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural major collector- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural major collector mix and speeds

VMT FRACTIONS : 0.3784 0.0897 0.2987 0.0921 0.0423 0.0426 0.0042 0.0036 0.0027 0.0095 0.0046 0.0050 0.0178 0.0022 0.0010 0.0056

AVERAGE SPEED : 51 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

******** SCENARIO SECTION ******** SCENARIO RECORD : Rural minor collector- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor collector mix and speeds

VMT FRACTIONS : 0.3760 0.0889 0.2963 0.0913 0.0419 0.0449 0.0043 0.0037 0.0028 0.0101 0.0052 0.0056 0.0201 0.0023 0.0011 0.0055

AVERAGE SPEED : 45 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural local- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural local mix and speeds

## On-Road Mobile Sources Documentation 50 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 VMT FRACTIONS : 0.3753 0.0889 0.2962 0.0913 0.0420 0.0451 0.0044 0.0037 0.0029 0.0102 0.0052 0.0057 0.0201 0.0024 0.0011 0.0055

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban principle arterial- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban principle arterial mix and speeds

VMT FRACTIONS : 0.3919 0.0929 0.3092 0.0953 0.0438 0.0292 0.0029 0.0024 0.0018 0.0066 0.0027 0.0029 0.0103 0.0016 0.0008 0.0057

AVERAGE SPEED : 41 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban minor arterial- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban minor arterial mix and speeds

VMT FRACTIONS : 0.3898 0.0924 0.3076 0.0948 0.0436 0.0334 0.0032 0.0027 0.0021 0.0075 0.0024 0.0026 0.0094 0.0018 0.0009 0.0058

AVERAGE SPEED : 23 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban collector- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban collector mix and speeds

VMT FRACTIONS : 0.3906 0.0925 0.3080 0.0949 0.0436 0.0348 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0017 0.0009 0.0057

AVERAGE SPEED : 22 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban local- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

## On-Road Mobile Sources Documentation 51 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 > Urban local mix and speeds

VMT FRACTIONS : 0.3905 0.0925 0.3080 0.0949 0.0437 0.0347 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0018 0.0009 0.0057

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

END OF RUN :

## On-Road Mobile Sources Documentation 52 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# RIL09N.IN

MOBILE6 INPUT FILE :

> Rowan/Iredell/Lincoln NonI/M for 2009 using TDM Average Daily speeds > with DAQ generated vehicle Mix

POLLUTANTS : NOX HC SPREADSHEET : Rowan/Iredell/Lincoln NOX VOC RUN DATA :

***************** RUN SECTION **********

FUEL RVP : 9.0 REG DIST : ncage04.prn

HOURLY TEMPERATURES: 71.0 73.8 77.0 80.3 82.5 85.4 87.3 88.5 89.1 88.5 89.6 89.2 86.3 82.6 77.8 77.5 76.2 75.9 75.0 74.0 73.2 82.3 71.6 71.0

ANTI-TAMP PROG : 91 74 50 22222 22222222 2 11 095. 22212222

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural principle arterial- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural other principle arterial mix and speeds

VMT FRACTIONS : 0.3554 0.0843 0.2805 0.0865 0.0397 0.0453 0.0044 0.0037 0.0028 0.0101 0.0132 0.0144 0.0509 0.0023 0.0012 0.0053

AVERAGE SPEED : 45 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor arterial- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor arterial mix and speeds

VMT FRACTIONS : 0.3742 0.0886 0.2951 0.0909 0.0418 0.0430 0.0042 0.0036 0.0026 0.0096 0.0063 0.0069 0.0244 0.0022 0.0011 0.0055

AVERAGE SPEED : 49 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural major collector- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural major collector mix and speeds

VMT FRACTIONS : 0.3784 0.0897 0.2987 0.0921 0.0423 0.0426 0.0042 0.0036 0.0027 0.0095 0.0046 0.0050 0.0178 0.0022 0.0010 0.0056

## On-Road Mobile Sources Documentation 53 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 AVERAGE SPEED : 50 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor collector- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor collector mix and speeds

VMT FRACTIONS : 0.3760 0.0889 0.2963 0.0913 0.0419 0.0449 0.0043 0.0037 0.0028 0.0101 0.0052 0.0056 0.0201 0.0023 0.0011 0.0055

AVERAGE SPEED : 50 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural local- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural local mix and speeds

VMT FRACTIONS : 0.3753 0.0889 0.2962 0.0913 0.0420 0.0451 0.0044 0.0037 0.0029 0.0102 0.0052 0.0057 0.0201 0.0024 0.0011 0.0055

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban interstate- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban interstate mix and speeds

VMT FRACTIONS : 0.3418 0.0810 0.2696 0.0831 0.0382 0.0581 0.0057 0.0048 0.0036 0.0130 0.0154 0.0167 0.0595 0.0030 0.0015 0.0050

AVERAGE SPEED : 57 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban principle arterial- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban principle arterial mix and speeds

VMT FRACTIONS : 0.3919 0.0929 0.3092 0.0953 0.0438 0.0292 0.0029 0.0024 0.0018 0.0066 0.0027 0.0029 0.0103 0.0016 0.0008 0.0057

## On-Road Mobile Sources Documentation 54 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 AVERAGE SPEED : 38 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban minor arterial- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban minor arterial mix and speeds

VMT FRACTIONS : 0.3898 0.0924 0.3076 0.0948 0.0436 0.0334 0.0032 0.0027 0.0021 0.0075 0.0024 0.0026 0.0094 0.0018 0.0009 0.0058

AVERAGE SPEED : 39 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban collector- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban collector mix and speeds

VMT FRACTIONS : 0.3906 0.0925 0.3080 0.0949 0.0436 0.0348 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0017 0.0009 0.0057

AVERAGE SPEED : 36 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban local- Rowan County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban local mix and speeds

VMT FRACTIONS : 0.3905 0.0925 0.3080 0.0949 0.0437 0.0347 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0018 0.0009 0.0057

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural Interstate - Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural interstate mix and speeds

VMT FRACTIONS : 0.2848 0.0675 0.2247 0.0692 0.0318 0.1019 0.0100 0.0084

## On-Road Mobile Sources Documentation 55 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 0.0063 0.0228 0.0270 0.0293 0.1043 0.0052 0.0026 0.0042

AVERAGE SPEED : 57 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural principle arterial- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural other principle arterial mix and speeds

VMT FRACTIONS : 0.3554 0.0843 0.2805 0.0865 0.0397 0.0453 0.0044 0.0037 0.0028 0.0101 0.0132 0.0144 0.0509 0.0023 0.0012 0.0053

AVERAGE SPEED : 66 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor arterial- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor arterial mix and speeds

VMT FRACTIONS : 0.3742 0.0886 0.2951 0.0909 0.0418 0.0430 0.0042 0.0036 0.0026 0.0096 0.0063 0.0069 0.0244 0.0022 0.0011 0.0055

AVERAGE SPEED : 26 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural major collector- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural major collector mix and speeds

VMT FRACTIONS : 0.3784 0.0897 0.2987 0.0921 0.0423 0.0426 0.0042 0.0036 0.0027 0.0095 0.0046 0.0050 0.0178 0.0022 0.0010 0.0056

AVERAGE SPEED : 32 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor collector- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor collector mix and speeds

VMT FRACTIONS :

## On-Road Mobile Sources Documentation 56 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 0.3760 0.0889 0.2963 0.0913 0.0419 0.0449 0.0043 0.0037 0.0028 0.0101 0.0052 0.0056 0.0201 0.0023 0.0011 0.0055

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural local- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural local mix and speeds

VMT FRACTIONS : 0.3753 0.0889 0.2962 0.0913 0.0420 0.0451 0.0044 0.0037 0.0029 0.0102 0.0052 0.0057 0.0201 0.0024 0.0011 0.0055

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban interstate- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban interstate mix and speeds

VMT FRACTIONS : 0.3418 0.0810 0.2696 0.0831 0.0382 0.0581 0.0057 0.0048 0.0036 0.0130 0.0154 0.0167 0.0595 0.0030 0.0015 0.0050

AVERAGE SPEED : 60 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban principle arterial- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban principle arterial mix and speeds

VMT FRACTIONS : 0.3919 0.0929 0.3092 0.0953 0.0438 0.0292 0.0029 0.0024 0.0018 0.0066 0.0027 0.0029 0.0103 0.0016 0.0008 0.0057

AVERAGE SPEED : 27 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban minor arterial- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban minor arterial mix and speeds

## On-Road Mobile Sources Documentation 57 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 VMT FRACTIONS : 0.3898 0.0924 0.3076 0.0948 0.0436 0.0334 0.0032 0.0027 0.0021 0.0075 0.0024 0.0026 0.0094 0.0018 0.0009 0.0058

AVERAGE SPEED : 26 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban collector- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban collector mix and speeds

VMT FRACTIONS : 0.3906 0.0925 0.3080 0.0949 0.0436 0.0348 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0017 0.0009 0.0057

AVERAGE SPEED : 28 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban local- Iredell County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban local mix and speeds

VMT FRACTIONS : 0.3905 0.0925 0.3080 0.0949 0.0437 0.0347 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0018 0.0009 0.0057

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural principle arterial- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural other principle arterial mix and speeds

VMT FRACTIONS : 0.3554 0.0843 0.2805 0.0865 0.0397 0.0453 0.0044 0.0037 0.0028 0.0101 0.0132 0.0144 0.0509 0.0023 0.0012 0.0053

AVERAGE SPEED : 59 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor arterial- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor arterial mix and speeds

## On-Road Mobile Sources Documentation 58 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 VMT FRACTIONS : 0.3742 0.0886 0.2951 0.0909 0.0418 0.0430 0.0042 0.0036 0.0026 0.0096 0.0063 0.0069 0.0244 0.0022 0.0011 0.0055

AVERAGE SPEED : 37 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural major collector- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural major collector mix and speeds

VMT FRACTIONS : 0.3784 0.0897 0.2987 0.0921 0.0423 0.0426 0.0042 0.0036 0.0027 0.0095 0.0046 0.0050 0.0178 0.0022 0.0010 0.0056

AVERAGE SPEED : 51 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor collector- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor collector mix and speeds

VMT FRACTIONS : 0.3760 0.0889 0.2963 0.0913 0.0419 0.0449 0.0043 0.0037 0.0028 0.0101 0.0052 0.0056 0.0201 0.0023 0.0011 0.0055

AVERAGE SPEED : 45 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural local- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural local mix and speeds

VMT FRACTIONS : 0.3753 0.0889 0.2962 0.0913 0.0420 0.0451 0.0044 0.0037 0.0029 0.0102 0.0052 0.0057 0.0201 0.0024 0.0011 0.0055

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban principle arterial- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

## On-Road Mobile Sources Documentation 59 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 > Urban principle arterial mix and speeds

VMT FRACTIONS : 0.3919 0.0929 0.3092 0.0953 0.0438 0.0292 0.0029 0.0024 0.0018 0.0066 0.0027 0.0029 0.0103 0.0016 0.0008 0.0057

AVERAGE SPEED : 41 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban minor arterial- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban minor arterial mix and speeds

VMT FRACTIONS : 0.3898 0.0924 0.3076 0.0948 0.0436 0.0334 0.0032 0.0027 0.0021 0.0075 0.0024 0.0026 0.0094 0.0018 0.0009 0.0058

AVERAGE SPEED : 23 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban collector- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban collector mix and speeds

VMT FRACTIONS : 0.3906 0.0925 0.3080 0.0949 0.0436 0.0348 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0017 0.0009 0.0057

AVERAGE SPEED : 22 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban local- Lincoln County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban local mix and speeds

VMT FRACTIONS : 0.3905 0.0925 0.3080 0.0949 0.0437 0.0347 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0018 0.0009 0.0057

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

END OF RUN :

## On-Road Mobile Sources Documentation 60 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# UC09.IN

MOBILE6 INPUT FILE :

> Cabarrus/Union I/M for 2009 using TDM Average Daily speeds > with DAQ generated vehicle Mix

POLLUTANTS : NOX HC SPREADSHEET : Cabarrus/Union NOX VOC RUN DATA : ***************** RUN SECTION ********** FUEL RVP : 9.0 REG DIST : ncage04.prn

HOURLY TEMPERATURES: 71.0 73.8 77.0 80.3 82.5 85.4 87.3 88.5 89.1 88.5 89.6 89.2 86.3 82.6 77.8 77.5 76.2 75.9 75.0 74.0 73.2 82.3 71.6 71.0

> OBDII

I/M PROGRAM : 1 2003 2050 1 TRC OBD I/M I/M MODEL YEARS : 1 1996 2050 I/M VEHICLES : 1 22222 11111111 1 I/M STRINGENCY : 1 10.0 I/M COMPLIANCE : 1 95.0 I/M WAIVER RATES : 1 5.0 5.0

I/M PROGRAM : 2 2003 2050 1 TRC EVAP OBD I/M MODEL YEARS : 2 1996 2050 I/M VEHICLES : 2 22222 11111111 1 I/M STRINGENCY : 2 10.0 I/M COMPLIANCE : 2 95.0 I/M WAIVER RATES : 2 5.0 5.0

ANTI-TAMP PROG : 91 74 50 22222 22222222 2 11 095. 22212222

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural principle arterial- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural other principle arterial mix and speeds

VMT FRACTIONS : 0.3554 0.0843 0.2805 0.0865 0.0397 0.0453 0.0044 0.0037 0.0028 0.0101 0.0132 0.0144 0.0509 0.0023 0.0012 0.0053

AVERAGE SPEED : 46 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor arterial- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor arterial mix and speeds

VMT FRACTIONS : 0.3742 0.0886 0.2951 0.0909 0.0418 0.0430 0.0042 0.0036 0.0026 0.0096 0.0063 0.0069 0.0244 0.0022 0.0011 0.0055

AVERAGE SPEED : 41 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

## On-Road Mobile Sources Documentation 61 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural major collector- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural major collector mix and speeds

VMT FRACTIONS : 0.3784 0.0897 0.2987 0.0921 0.0423 0.0426 0.0042 0.0036 0.0027 0.0095 0.0046 0.0050 0.0178 0.0022 0.0010 0.0056

AVERAGE SPEED : 38 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor collector- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor collector mix and speeds

VMT FRACTIONS : 0.3760 0.0889 0.2963 0.0913 0.0419 0.0449 0.0043 0.0037 0.0028 0.0101 0.0052 0.0056 0.0201 0.0023 0.0011 0.0055

AVERAGE SPEED : 34 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural local- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural local mix and speeds

VMT FRACTIONS : 0.3753 0.0889 0.2962 0.0913 0.0420 0.0451 0.0044 0.0037 0.0029 0.0102 0.0052 0.0057 0.0201 0.0024 0.0011 0.0055

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban interstate- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban interstate mix and speeds

VMT FRACTIONS : 0.3418 0.0810 0.2696 0.0831 0.0382 0.0581 0.0057 0.0048 0.0036 0.0130 0.0154 0.0167 0.0595 0.0030 0.0015 0.0050

AVERAGE SPEED : 35 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

## On-Road Mobile Sources Documentation 62 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban principle arterial- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban principle arterial mix and speeds

VMT FRACTIONS : 0.3919 0.0929 0.3092 0.0953 0.0438 0.0292 0.0029 0.0024 0.0018 0.0066 0.0027 0.0029 0.0103 0.0016 0.0008 0.0057

AVERAGE SPEED : 28 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban minor arterial- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban minor arterial mix and speeds

VMT FRACTIONS : 0.3898 0.0924 0.3076 0.0948 0.0436 0.0334 0.0032 0.0027 0.0021 0.0075 0.0024 0.0026 0.0094 0.0018 0.0009 0.0058

AVERAGE SPEED : 29 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban collector- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban collector mix and speeds

VMT FRACTIONS : 0.3906 0.0925 0.3080 0.0949 0.0436 0.0348 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0017 0.0009 0.0057

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban local- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban local mix and speeds

VMT FRACTIONS : 0.3905 0.0925 0.3080 0.0949 0.0437 0.0347 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0018 0.0009 0.0057

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ********

## On-Road Mobile Sources Documentation 63 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 SCENARIO RECORD : Rural principle arterial- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural other principle arterial mix and speeds

VMT FRACTIONS : 0.3554 0.0843 0.2805 0.0865 0.0397 0.0453 0.0044 0.0037 0.0028 0.0101 0.0132 0.0144 0.0509 0.0023 0.0012 0.0053

AVERAGE SPEED : 46 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor arterial- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor arterial mix and speeds

VMT FRACTIONS : 0.3742 0.0886 0.2951 0.0909 0.0418 0.0430 0.0042 0.0036 0.0026 0.0096 0.0063 0.0069 0.0244 0.0022 0.0011 0.0055

AVERAGE SPEED : 43 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural major collector- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural major collector mix and speeds

VMT FRACTIONS : 0.3784 0.0897 0.2987 0.0921 0.0423 0.0426 0.0042 0.0036 0.0027 0.0095 0.0046 0.0050 0.0178 0.0022 0.0010 0.0056

AVERAGE SPEED : 45 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor collector- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor collector mix and speeds

VMT FRACTIONS : 0.3760 0.0889 0.2963 0.0913 0.0419 0.0449 0.0043 0.0037 0.0028 0.0101 0.0052 0.0056 0.0201 0.0023 0.0011 0.0055

AVERAGE SPEED : 44 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Rural local- Union County CALENDAR YEAR : 2009

## On-Road Mobile Sources Documentation 64 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 EVALUATION MONTH : 7

> Rural local mix and speeds

VMT FRACTIONS : 0.3753 0.0889 0.2962 0.0913 0.0420 0.0451 0.0044 0.0037 0.0029 0.0102 0.0052 0.0057 0.0201 0.0024 0.0011 0.0055

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban freeway- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban freeway mix and speeds

VMT FRACTIONS : 0.3718 0.0881 0.2934 0.0904 0.0416 0.0350 0.0034 0.0029 0.0022 0.0078 0.0093 0.0101 0.0358 0.0018 0.0009 0.0055

AVERAGE SPEED : 36 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban principle arterial- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban principle arterial mix and speeds

VMT FRACTIONS : 0.3919 0.0929 0.3092 0.0953 0.0438 0.0292 0.0029 0.0024 0.0018 0.0066 0.0027 0.0029 0.0103 0.0016 0.0008 0.0057

AVERAGE SPEED : 33 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban minor arterial- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban minor arterial mix and speeds

VMT FRACTIONS : 0.3898 0.0924 0.3076 0.0948 0.0436 0.0334 0.0032 0.0027 0.0021 0.0075 0.0024 0.0026 0.0094 0.0018 0.0009 0.0058

AVERAGE SPEED : 32 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30 ************ SCENARIO SECTION ******** SCENARIO RECORD : Urban collector- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

## On-Road Mobile Sources Documentation 65 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 > Urban collector mix and speeds

VMT FRACTIONS : 0.3906 0.0925 0.3080 0.0949 0.0436 0.0348 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0017 0.0009 0.0057

AVERAGE SPEED : 36 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban local- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban local mix and speeds

VMT FRACTIONS : 0.3905 0.0925 0.3080 0.0949 0.0437 0.0347 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0018 0.0009 0.0057

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

END OF RUN :

## On-Road Mobile Sources Documentation 66 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# UC09N.IN

MOBILE6 INPUT FILE :

> Cabarrus/Union Non I/M for 2009 using TDM Average Daily speeds > with DAQ generated vehicle Mix

POLLUTANTS : NOX HC SPREADSHEET : Cabarrus/Union NOX VOC RUN DATA :

***************** RUN SECTION **********

FUEL RVP : 9.0 REG DIST : ncage04.prn

HOURLY TEMPERATURES: 71.0 73.8 77.0 80.3 82.5 85.4 87.3 88.5 89.1 88.5 89.6 89.2 86.3 82.6 77.8 77.5 76.2 75.9 75.0 74.0 73.2 82.3 71.6 71.0

ANTI-TAMP PROG : 91 74 50 22222 22222222 2 11 095. 22212222

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural principle arterial- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural other principle arterial mix and speeds

VMT FRACTIONS : 0.3554 0.0843 0.2805 0.0865 0.0397 0.0453 0.0044 0.0037 0.0028 0.0101 0.0132 0.0144 0.0509 0.0023 0.0012 0.0053

AVERAGE SPEED : 46 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor arterial- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor arterial mix and speeds

VMT FRACTIONS : 0.3742 0.0886 0.2951 0.0909 0.0418 0.0430 0.0042 0.0036 0.0026 0.0096 0.0063 0.0069 0.0244 0.0022 0.0011 0.0055

AVERAGE SPEED : 41 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural major collector- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural major collector mix and speeds

VMT FRACTIONS : 0.3784 0.0897 0.2987 0.0921 0.0423 0.0426 0.0042 0.0036 0.0027 0.0095 0.0046 0.0050 0.0178 0.0022 0.0010 0.0056

## On-Road Mobile Sources Documentation 67 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 AVERAGE SPEED : 38 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor collector- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor collector mix and speeds

VMT FRACTIONS : 0.3760 0.0889 0.2963 0.0913 0.0419 0.0449 0.0043 0.0037 0.0028 0.0101 0.0052 0.0056 0.0201 0.0023 0.0011 0.0055

AVERAGE SPEED : 34 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural local- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural local mix and speeds

VMT FRACTIONS : 0.3753 0.0889 0.2962 0.0913 0.0420 0.0451 0.0044 0.0037 0.0029 0.0102 0.0052 0.0057 0.0201 0.0024 0.0011 0.0055

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban interstate- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban interstate mix and speeds

VMT FRACTIONS : 0.3418 0.0810 0.2696 0.0831 0.0382 0.0581 0.0057 0.0048 0.0036 0.0130 0.0154 0.0167 0.0595 0.0030 0.0015 0.0050

AVERAGE SPEED : 35 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban principle arterial- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban principle arterial mix and speeds

VMT FRACTIONS : 0.3919 0.0929 0.3092 0.0953 0.0438 0.0292 0.0029 0.0024 0.0018 0.0066 0.0027 0.0029 0.0103 0.0016 0.0008 0.0057

## On-Road Mobile Sources Documentation 68 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 AVERAGE SPEED : 28 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban minor arterial- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban minor arterial mix and speeds

VMT FRACTIONS : 0.3898 0.0924 0.3076 0.0948 0.0436 0.0334 0.0032 0.0027 0.0021 0.0075 0.0024 0.0026 0.0094 0.0018 0.0009 0.0058

AVERAGE SPEED : 29 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban collector- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban collector mix and speeds

VMT FRACTIONS : 0.3906 0.0925 0.3080 0.0949 0.0436 0.0348 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0017 0.0009 0.0057

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban local- Cabarrus County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban local mix and speeds

VMT FRACTIONS : 0.3905 0.0925 0.3080 0.0949 0.0437 0.0347 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0018 0.0009 0.0057

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural principle arterial- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural other principle arterial mix and speeds

VMT FRACTIONS : 0.3554 0.0843 0.2805 0.0865 0.0397 0.0453 0.0044 0.0037

## On-Road Mobile Sources Documentation 69 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 0.0028 0.0101 0.0132 0.0144 0.0509 0.0023 0.0012 0.0053

AVERAGE SPEED : 46 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor arterial- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor arterial mix and speeds

VMT FRACTIONS : 0.3742 0.0886 0.2951 0.0909 0.0418 0.0430 0.0042 0.0036 0.0026 0.0096 0.0063 0.0069 0.0244 0.0022 0.0011 0.0055

AVERAGE SPEED : 43 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural major collector- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural major collector mix and speeds

VMT FRACTIONS : 0.3784 0.0897 0.2987 0.0921 0.0423 0.0426 0.0042 0.0036 0.0027 0.0095 0.0046 0.0050 0.0178 0.0022 0.0010 0.0056

AVERAGE SPEED : 45 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural minor collector- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural minor collector mix and speeds

VMT FRACTIONS : 0.3760 0.0889 0.2963 0.0913 0.0419 0.0449 0.0043 0.0037 0.0028 0.0101 0.0052 0.0056 0.0201 0.0023 0.0011 0.0055

AVERAGE SPEED : 44 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Rural local- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Rural local mix and speeds

VMT FRACTIONS :

## On-Road Mobile Sources Documentation 70 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 0.3753 0.0889 0.2962 0.0913 0.0420 0.0451 0.0044 0.0037 0.0029 0.0102 0.0052 0.0057 0.0201 0.0024 0.0011 0.0055

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban freeway- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban freeway mix and speeds

VMT FRACTIONS : 0.3718 0.0881 0.2934 0.0904 0.0416 0.0350 0.0034 0.0029 0.0022 0.0078 0.0093 0.0101 0.0358 0.0018 0.0009 0.0055

AVERAGE SPEED : 36 Non-Ramp 100.0 0.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban principle arterial- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban principle arterial mix and speeds

VMT FRACTIONS : 0.3919 0.0929 0.3092 0.0953 0.0438 0.0292 0.0029 0.0024 0.0018 0.0066 0.0027 0.0029 0.0103 0.0016 0.0008 0.0057

AVERAGE SPEED : 33 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban minor arterial- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban minor arterial mix and speeds

VMT FRACTIONS : 0.3898 0.0924 0.3076 0.0948 0.0436 0.0334 0.0032 0.0027 0.0021 0.0075 0.0024 0.0026 0.0094 0.0018 0.0009 0.0058

AVERAGE SPEED : 32 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban collector- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban collector mix and speeds

## On-Road Mobile Sources Documentation 71 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 VMT FRACTIONS : 0.3906 0.0925 0.3080 0.0949 0.0436 0.0348 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0017 0.0009 0.0057

AVERAGE SPEED : 36 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

************ SCENARIO SECTION ******** SCENARIO RECORD : Urban local- Union County CALENDAR YEAR : 2009 EVALUATION MONTH : 7

> Urban local mix and speeds

VMT FRACTIONS : 0.3905 0.0925 0.3080 0.0949 0.0437 0.0347 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0018 0.0009 0.0057

AVERAGE SPEED : 30 Arterial 0.0 100.0 0.0 0.0

RELATIVE HUMIDITY : 91. 86. 78. 71. 65. 59. 53. 50. 48. 51. 47. 47. 53. 61. 70. 71. 76. 77. 79. 83. 85. 87. 88. 91.

BAROMETRIC PRES : 30

END OF RUN :

## On-Road Mobile Sources Documentation 72 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# 5.2 MOBILE Output Files

*************************************************************************** * MOBILE6.2.03 (24-Sep-2003) * * Input file: MG09.IN (file 1, run 1). * ***************************************************************************

* Reading Registration Distributions from the following external * data file: MEKAGE04.PRN M 49 Warning: 0.999 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) * OBDII

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural principle arterial-Meck County * File 1, Run 1, Scenario 1. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural other principle arterial mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 22.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. *** 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: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3551 0.3648 0.1243 0.0412 0.0003 0.0019 0.1071 0.0053 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.602 0.988 0.750 0.928 0.948 0.261 0.414 0.474 3.13 0.775 Composite NOX: 0.382 0.615 0.617 0.616 1.926 0.423 0.548 6.140 0.93 1.180

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial-Meck County * File 1, Run 1, Scenario 2. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial mix and speeds M615 Comment: User supplied VMT mix.

## On-Road Mobile Sources Documentation 73 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 M583 Warning: The user supplied arterial average speed of 18.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3738 0.3837 0.1307 0.0386 0.0004 0.0020 0.0653 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.673 1.083 0.832 1.019 1.077 0.289 0.462 0.507 3.36 0.870 Composite NOX: 0.461 0.714 0.717 0.715 1.853 0.455 0.590 5.652 0.89 0.987

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector-Meck County * File 1, Run 1, Scenario 3. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 32.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3780 0.3884 0.1324 0.0381 0.0004 0.0020 0.0551 0.0056 1.0000

## On-Road Mobile Sources Documentation 74 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 ------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.542 0.911 0.693 0.855 0.756 0.214 0.334 0.308 2.76 0.712 Composite NOX: 0.380 0.623 0.624 0.624 2.081 0.387 0.501 4.575 1.03 0.807

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector-Meck County * File 1, Run 1, Scenario 4. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 26.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3756 0.3852 0.1312 0.0402 0.0004 0.0020 0.0599 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.578 0.957 0.730 0.899 0.849 0.239 0.376 0.371 2.96 0.755 Composite NOX: 0.404 0.649 0.650 0.649 1.981 0.402 0.520 4.808 0.97 0.861

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local-Meck County * File 1, Run 1, Scenario 5. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg)

## On-Road Mobile Sources Documentation 75 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3749 0.3851 0.1313 0.0404 0.0004 0.0020 0.0604 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.553 0.925 0.705 0.869 0.783 0.222 0.346 0.329 2.82 0.724 Composite NOX: 0.386 0.629 0.629 0.629 2.046 0.389 0.503 4.644 1.01 0.839

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate-Meck County * File 1, Run 1, Scenario 6. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 41.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3415 0.3506 0.1195 0.0528 0.0003 0.0018 0.1285 0.0050 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.509 0.870 0.663 0.817 0.677 0.190 0.293 0.280 2.57 0.643 Composite NOX: 0.378 0.628 0.628 0.628 2.238 0.400 0.518 5.757 1.08 1.289

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban freeway-Meck County * File 1, Run 1, Scenario 7. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban freeway mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 49.0 will be used for all hours of the day. 100% of VMT

## On-Road Mobile Sources Documentation 76 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3714 0.3815 0.1301 0.0318 0.0004 0.0020 0.0774 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.489 0.845 0.644 0.794 0.634 0.178 0.272 0.248 2.51 0.641 Composite NOX: 0.388 0.647 0.646 0.646 2.370 0.452 0.586 6.468 1.15 1.059

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial-Meck County * File 1, Run 1, Scenario 8. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 25.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3915 0.4021 0.1371 0.0261 0.0004 0.0021 0.0351 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.586 0.967 0.737 0.908 0.869 0.244 0.385 0.372 3.00 0.773

## On-Road Mobile Sources Documentation 77 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Composite NOX: 0.409 0.655 0.656 0.655 1.962 0.406 0.525 4.709 0.96 0.737

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial-Meck County * File 1, Run 1, Scenario 9. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 26.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3894 0.4000 0.1364 0.0298 0.0004 0.0021 0.0362 0.0058 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.578 0.957 0.730 0.899 0.848 0.239 0.376 0.348 2.96 0.763 Composite NOX: 0.404 0.649 0.650 0.649 1.980 0.402 0.520 4.516 0.97 0.735

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector-Meck County * File 1, Run 1, Scenario 10. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 24.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

## On-Road Mobile Sources Documentation 78 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3902 0.4005 0.1365 0.0309 0.0004 0.0021 0.0338 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.594 0.978 0.746 0.919 0.887 0.250 0.394 0.356 3.04 0.783 Composite NOX: 0.415 0.661 0.663 0.662 1.944 0.411 0.532 4.424 0.95 0.733

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local-Meck County * File 1, Run 1, Scenario 11. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3901 0.4005 0.1366 0.0308 0.0004 0.0021 0.0339 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.553 0.925 0.705 0.869 0.779 0.222 0.346 0.297 2.82 0.733 Composite NOX: 0.386 0.629 0.629 0.629 2.041 0.389 0.503 4.183 1.01 0.700

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural Interstate - Gaston County * File 1, Run 1, Scenario 12. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural interstate mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 42.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning:

## On-Road Mobile Sources Documentation 79 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.2845 0.2922 0.0995 0.0926 0.0003 0.0015 0.2252 0.0042 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.506 0.867 0.660 0.814 0.671 0.188 0.289 0.275 2.56 0.598 Composite NOX: 0.379 0.630 0.630 0.630 2.255 0.405 0.525 5.825 1.09 1.881

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural principle arterial- Gaston County * File 1, Run 1, Scenario 13. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural other principle arterial mix and speeds M615 Comment: User supplied VMT mix. M 96 Warning: 66.0 speed reduced to 65 mph maximum M581 Warning: The user supplied freeway average speed of 65.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3551 0.3648 0.1243 0.0412 0.0003 0.0019 0.1071 0.0053 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.464 0.805 0.616 0.757 0.604 0.171 0.260 0.231 3.18 0.602 Composite NOX: 0.410 0.687 0.684 0.686 2.636 0.748 0.973 10.637 1.52 1.739

## On-Road Mobile Sources Documentation 80 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 -------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial- Gaston County * File 1, Run 1, Scenario 14. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 36.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3738 0.3837 0.1307 0.0386 0.0004 0.0020 0.0653 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.525 0.888 0.676 0.834 0.713 0.202 0.313 0.291 2.66 0.687 Composite NOX: 0.374 0.619 0.619 0.619 2.148 0.388 0.502 4.788 1.06 0.861

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector- Gaston County * File 1, Run 1, Scenario 15. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 43.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

## On-Road Mobile Sources Documentation 81 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3780 0.3884 0.1324 0.0381 0.0004 0.0020 0.0551 0.0056 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.504 0.864 0.658 0.811 0.658 0.186 0.286 0.242 2.55 0.666 Composite NOX: 0.381 0.633 0.632 0.632 2.262 0.410 0.531 4.855 1.09 0.834

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector- Gaston County * File 1, Run 1, Scenario 16. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 41.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3756 0.3852 0.1312 0.0402 0.0004 0.0020 0.0599 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.509 0.870 0.663 0.817 0.671 0.190 0.293 0.254 2.57 0.670 Composite NOX: 0.378 0.628 0.628 0.628 2.229 0.400 0.518 4.790 1.08 0.850

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local- Gaston County * File 1, Run 1, Scenario 17. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

## On-Road Mobile Sources Documentation 82 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3749 0.3851 0.1313 0.0404 0.0004 0.0020 0.0604 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.553 0.925 0.705 0.869 0.783 0.222 0.346 0.329 2.82 0.724 Composite NOX: 0.386 0.629 0.629 0.629 2.046 0.389 0.503 4.644 1.01 0.839

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate- Gaston County * File 1, Run 1, Scenario 18. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 44.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3415 0.3506 0.1195 0.0528 0.0003 0.0018 0.1285 0.0050 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.501 0.861 0.656 0.809 0.659 0.185 0.283 0.266 2.54 0.633 Composite NOX: 0.382 0.635 0.634 0.635 2.287 0.415 0.537 5.953 1.09 1.321

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # #

## On-Road Mobile Sources Documentation 83 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 * Urban freeway- Gaston County * File 1, Run 1, Scenario 19. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban freeway mix and speeds M615 Comment: User supplied VMT mix. M 96 Warning: 66.0 speed reduced to 65 mph maximum M581 Warning: The user supplied freeway average speed of 65.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3714 0.3815 0.1301 0.0318 0.0004 0.0020 0.0774 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.464 0.805 0.616 0.757 0.603 0.171 0.260 0.229 3.18 0.615 Composite NOX: 0.410 0.687 0.684 0.686 2.635 0.748 0.973 10.525 1.52 1.412

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial- Gaston County * File 1, Run 1, Scenario 20. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 26.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes

## On-Road Mobile Sources Documentation 84 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3915 0.4021 0.1371 0.0261 0.0004 0.0021 0.0351 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.578 0.957 0.730 0.899 0.849 0.239 0.376 0.359 2.96 0.764 Composite NOX: 0.404 0.649 0.650 0.649 1.981 0.402 0.520 4.662 0.97 0.730

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial- Gaston County * File 1, Run 1, Scenario 21. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 29.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3894 0.4000 0.1364 0.0298 0.0004 0.0021 0.0362 0.0058 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.559 0.932 0.710 0.876 0.796 0.225 0.353 0.318 2.85 0.740 Composite NOX: 0.390 0.633 0.634 0.633 2.029 0.392 0.507 4.398 1.00 0.718

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector- Gaston County * File 1, Run 1, Scenario 22. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 26.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

## On-Road Mobile Sources Documentation 85 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3902 0.4005 0.1365 0.0309 0.0004 0.0021 0.0338 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.578 0.957 0.730 0.899 0.845 0.239 0.376 0.334 2.96 0.764 Composite NOX: 0.404 0.649 0.650 0.649 1.977 0.402 0.520 4.320 0.97 0.720

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local- Gaston County * File 1, Run 1, Scenario 23. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3901 0.4005 0.1366 0.0308 0.0004 0.0021 0.0339 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.553 0.925 0.705 0.869 0.779 0.222 0.346 0.297 2.82 0.733 Composite NOX: 0.386 0.629 0.629 0.629 2.041 0.389 0.503 4.183 1.01 0.700

-------------------------------------------------------------------------------------------

## On-Road Mobile Sources Documentation 86 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 *************************************************************************** * MOBILE6.2.03 (24-Sep-2003) * * Input file: MG09N.IN (file 1, run 1). * ***************************************************************************

* Reading Registration Distributions from the following external * data file: MEKAGE04.PRN M 49 Warning: 0.999 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize)

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural principle arterial-Meck County * File 1, Run 1, Scenario 1. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural other principle arterial mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 22.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3551 0.3648 0.1243 0.0412 0.0003 0.0019 0.1071 0.0053 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.678 1.103 0.848 1.038 0.948 0.261 0.414 0.474 3.13 0.856 Composite NOX: 0.454 0.724 0.710 0.721 1.926 0.423 0.548 6.140 0.93 1.257

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial-Meck County * File 1, Run 1, Scenario 2. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 18.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

## On-Road Mobile Sources Documentation 87 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3738 0.3837 0.1307 0.0386 0.0004 0.0020 0.0653 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.759 1.214 0.943 1.145 1.077 0.289 0.462 0.507 3.36 0.967 Composite NOX: 0.542 0.835 0.820 0.832 1.853 0.455 0.590 5.652 0.89 1.077

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector-Meck County * File 1, Run 1, Scenario 3. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 32.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3780 0.3884 0.1324 0.0381 0.0004 0.0020 0.0551 0.0056 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.610 1.013 0.780 0.954 0.756 0.214 0.334 0.308 2.76 0.789 Composite NOX: 0.451 0.732 0.717 0.728 2.081 0.387 0.501 4.575 1.03 0.888

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector-Meck County

## On-Road Mobile Sources Documentation 88 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 * File 1, Run 1, Scenario 4. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 26.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3756 0.3852 0.1312 0.0402 0.0004 0.0020 0.0599 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.651 1.068 0.823 1.006 0.849 0.239 0.376 0.371 2.96 0.837 Composite NOX: 0.478 0.761 0.745 0.757 1.981 0.402 0.520 4.808 0.97 0.944

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local-Meck County * File 1, Run 1, Scenario 5. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

## On-Road Mobile Sources Documentation 89 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3749 0.3851 0.1313 0.0404 0.0004 0.0020 0.0604 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.623 1.031 0.794 0.971 0.783 0.222 0.346 0.329 2.82 0.802 Composite NOX: 0.457 0.738 0.723 0.734 2.046 0.389 0.503 4.644 1.01 0.920

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate-Meck County * File 1, Run 1, Scenario 6. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 41.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3415 0.3506 0.1195 0.0528 0.0003 0.0018 0.1285 0.0050 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.572 0.965 0.742 0.908 0.677 0.190 0.293 0.280 2.57 0.707 Composite NOX: 0.447 0.735 0.719 0.731 2.238 0.400 0.518 5.757 1.08 1.361

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban freeway-Meck County * File 1, Run 1, Scenario 7. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban freeway mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 49.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low

## On-Road Mobile Sources Documentation 90 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3714 0.3815 0.1301 0.0318 0.0004 0.0020 0.0774 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.548 0.934 0.719 0.879 0.634 0.178 0.272 0.248 2.51 0.707 Composite NOX: 0.457 0.755 0.737 0.750 2.370 0.452 0.586 6.468 1.15 1.137

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial-Meck County * File 1, Run 1, Scenario 8. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 25.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3915 0.4021 0.1371 0.0261 0.0004 0.0021 0.0351 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.659 1.079 0.832 1.016 0.869 0.244 0.385 0.372 3.00 0.860 Composite NOX: 0.484 0.767 0.752 0.764 1.962 0.406 0.525 4.709 0.96 0.824

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial-Meck County * File 1, Run 1, Scenario 9. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial mix and speeds

## On-Road Mobile Sources Documentation 91 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 26.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3894 0.4000 0.1364 0.0298 0.0004 0.0021 0.0362 0.0058 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.651 1.068 0.823 1.006 0.848 0.239 0.376 0.348 2.96 0.849 Composite NOX: 0.478 0.761 0.745 0.757 1.980 0.402 0.520 4.516 0.97 0.821

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector-Meck County * File 1, Run 1, Scenario 10. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 24.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

## On-Road Mobile Sources Documentation 92 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3902 0.4005 0.1365 0.0309 0.0004 0.0021 0.0338 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.669 1.092 0.843 1.029 0.887 0.250 0.394 0.356 3.04 0.871 Composite NOX: 0.490 0.775 0.760 0.771 1.944 0.411 0.532 4.424 0.95 0.821

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local-Meck County * File 1, Run 1, Scenario 11. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3901 0.4005 0.1366 0.0308 0.0004 0.0021 0.0339 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.623 1.031 0.794 0.971 0.779 0.222 0.346 0.297 2.82 0.815 Composite NOX: 0.457 0.738 0.723 0.734 2.041 0.389 0.503 4.183 1.01 0.784

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural Interstate - Gaston County * File 1, Run 1, Scenario 12. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural interstate mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 42.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%)

## On-Road Mobile Sources Documentation 93 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.2845 0.2922 0.0995 0.0926 0.0003 0.0015 0.2252 0.0042 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.568 0.961 0.739 0.904 0.671 0.188 0.289 0.275 2.56 0.651 Composite NOX: 0.448 0.738 0.722 0.734 2.255 0.405 0.525 5.825 1.09 1.941

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural principle arterial- Gaston County * File 1, Run 1, Scenario 13. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural other principle arterial mix and speeds M615 Comment: User supplied VMT mix. M 96 Warning: 66.0 speed reduced to 65 mph maximum M581 Warning: The user supplied freeway average speed of 65.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3551 0.3648 0.1243 0.0412 0.0003 0.0019 0.1071 0.0053 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.515 0.883 0.681 0.832 0.604 0.171 0.260 0.231 3.18 0.657 Composite NOX: 0.479 0.797 0.777 0.792 2.636 0.748 0.973 10.637 1.52 1.815

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial- Gaston County * File 1, Run 1, Scenario 14. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial mix and speeds M615 Comment:

## On-Road Mobile Sources Documentation 94 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 36.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3738 0.3837 0.1307 0.0386 0.0004 0.0020 0.0653 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.589 0.986 0.758 0.928 0.713 0.202 0.313 0.291 2.66 0.760 Composite NOX: 0.443 0.726 0.711 0.723 2.148 0.388 0.502 4.788 1.06 0.940

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector- Gaston County * File 1, Run 1, Scenario 15. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 43.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------

## On-Road Mobile Sources Documentation 95 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 VMT Distribution:0.3780 0.3884 0.1324 0.0381 0.0004 0.0020 0.0551 0.0056 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.565 0.957 0.736 0.901 0.658 0.186 0.286 0.242 2.55 0.736 Composite NOX: 0.450 0.740 0.724 0.736 2.262 0.410 0.531 4.855 1.09 0.914

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector- Gaston County * File 1, Run 1, Scenario 16. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 41.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3756 0.3852 0.1312 0.0402 0.0004 0.0020 0.0599 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.572 0.965 0.742 0.908 0.671 0.190 0.293 0.254 2.57 0.741 Composite NOX: 0.447 0.735 0.719 0.731 2.229 0.400 0.518 4.790 1.08 0.929

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local- Gaston County * File 1, Run 1, Scenario 17. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%)

## On-Road Mobile Sources Documentation 96 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3749 0.3851 0.1313 0.0404 0.0004 0.0020 0.0604 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.623 1.031 0.794 0.971 0.783 0.222 0.346 0.329 2.82 0.802 Composite NOX: 0.457 0.738 0.723 0.734 2.046 0.389 0.503 4.644 1.01 0.920

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate- Gaston County * File 1, Run 1, Scenario 18. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 44.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3415 0.3506 0.1195 0.0528 0.0003 0.0018 0.1285 0.0050 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.562 0.953 0.733 0.897 0.659 0.185 0.283 0.266 2.54 0.696 Composite NOX: 0.451 0.743 0.726 0.738 2.287 0.415 0.537 5.953 1.09 1.393

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban freeway- Gaston County * File 1, Run 1, Scenario 19. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban freeway mix and speeds M615 Comment: User supplied VMT mix. M 96 Warning: 66.0 speed reduced to 65 mph maximum

## On-Road Mobile Sources Documentation 97 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 M581 Warning: The user supplied freeway average speed of 65.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3714 0.3815 0.1301 0.0318 0.0004 0.0020 0.0774 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.515 0.883 0.681 0.832 0.603 0.171 0.260 0.229 3.18 0.672 Composite NOX: 0.479 0.797 0.777 0.792 2.635 0.748 0.973 10.525 1.52 1.492

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial- Gaston County * File 1, Run 1, Scenario 20. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 26.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3915 0.4021 0.1371 0.0261 0.0004 0.0021 0.0351 0.0057 1.0000

## On-Road Mobile Sources Documentation 98 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 ------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.651 1.068 0.823 1.006 0.849 0.239 0.376 0.359 2.96 0.850 Composite NOX: 0.478 0.761 0.745 0.757 1.981 0.402 0.520 4.662 0.97 0.817

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial- Gaston County * File 1, Run 1, Scenario 21. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 29.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3894 0.4000 0.1364 0.0298 0.0004 0.0021 0.0362 0.0058 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.629 1.039 0.801 0.978 0.796 0.225 0.353 0.318 2.85 0.822 Composite NOX: 0.462 0.743 0.728 0.739 2.029 0.392 0.507 4.398 1.00 0.803

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector- Gaston County * File 1, Run 1, Scenario 22. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 26.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg)

## On-Road Mobile Sources Documentation 99 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3902 0.4005 0.1365 0.0309 0.0004 0.0021 0.0338 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.651 1.068 0.823 1.006 0.845 0.239 0.376 0.334 2.96 0.849 Composite NOX: 0.478 0.761 0.745 0.757 1.977 0.402 0.520 4.320 0.97 0.807

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local- Gaston County * File 1, Run 1, Scenario 23. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 7.8 psi Weathered RVP: 7.5 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3901 0.4005 0.1366 0.0308 0.0004 0.0021 0.0339 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.623 1.031 0.794 0.971 0.779 0.222 0.346 0.297 2.82 0.815 Composite NOX: 0.457 0.738 0.723 0.734 2.041 0.389 0.503 4.183 1.01 0.784

-------------------------------------------------------------------------------------------

## On-Road Mobile Sources Documentation 100 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 *************************************************************************** * MOBILE6.2.03 (24-Sep-2003) * * Input file: RIL09.IN (file 1, run 1). * ***************************************************************************

* Reading Registration Distributions from the following external * data file: NCAGE04.PRN M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.999 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) * OBDII

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural principle arterial- Rowan County * File 1, Run 1, Scenario 1. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural other principle arterial mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 45.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. *** 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: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

## On-Road Mobile Sources Documentation 101 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3550 0.3648 0.1244 0.0418 0.0004 0.0019 0.1065 0.0053 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.798 1.286 1.300 1.290 1.272 0.261 0.427 0.312 2.98 1.017 Composite NOX: 0.511 0.773 0.913 0.809 2.965 0.574 0.771 7.589 1.11 1.516

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial- Rowan County * File 1, Run 1, Scenario 2. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 49.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3738 0.3837 0.1308 0.0391 0.0004 0.0019 0.0648 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.779 1.264 1.276 1.267 1.223 0.254 0.415 0.273 2.96 1.026 Composite NOX: 0.516 0.784 0.924 0.819 3.038 0.619 0.833 6.767 1.16 1.180

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector- Rowan County * File 1, Run 1, Scenario 3. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 50.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F)

## On-Road Mobile Sources Documentation 102 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3780 0.3884 0.1325 0.0386 0.0004 0.0020 0.0546 0.0056 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.775 1.259 1.270 1.262 1.213 0.252 0.412 0.259 2.96 1.029 Composite NOX: 0.518 0.786 0.926 0.822 3.054 0.629 0.846 6.558 1.17 1.108

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector- Rowan County * File 1, Run 1, Scenario 4. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 50.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3756 0.3852 0.1313 0.0407 0.0004 0.0020 0.0594 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.775 1.259 1.270 1.262 1.213 0.252 0.412 0.262 2.96 1.025 Composite NOX: 0.518 0.786 0.926 0.822 3.054 0.629 0.846 6.639 1.17 1.146

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local- Rowan County * File 1, Run 1, Scenario 5. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local mix and speeds M615 Comment:

## On-Road Mobile Sources Documentation 103 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3749 0.3851 0.1314 0.0410 0.0004 0.0020 0.0598 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.897 1.397 1.421 1.403 1.503 0.313 0.520 0.389 3.28 1.165 Composite NOX: 0.517 0.764 0.907 0.801 2.631 0.532 0.716 5.601 1.03 1.057

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate- Rowan County * File 1, Run 1, Scenario 6. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 57.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------

## On-Road Mobile Sources Documentation 104 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 VMT Distribution:0.3415 0.3506 0.1196 0.0535 0.0003 0.0018 0.1278 0.0050 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.749 1.222 1.230 1.224 1.180 0.246 0.401 0.274 3.10 0.946 Composite NOX: 0.529 0.806 0.947 0.842 3.222 0.766 1.033 9.786 1.34 2.008

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial- Rowan County * File 1, Run 1, Scenario 7. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 38.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3915 0.4021 0.1371 0.0265 0.0004 0.0020 0.0347 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.834 1.325 1.342 1.329 1.344 0.279 0.460 0.308 3.07 1.108 Composite NOX: 0.502 0.757 0.897 0.792 2.802 0.536 0.721 5.451 1.08 0.895

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial- Rowan County * File 1, Run 1, Scenario 8. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 39.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%)

## On-Road Mobile Sources Documentation 105 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3894 0.4000 0.1364 0.0302 0.0004 0.0020 0.0358 0.0058 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.829 1.318 1.335 1.323 1.327 0.276 0.455 0.293 3.05 1.101 Composite NOX: 0.503 0.758 0.899 0.794 2.820 0.539 0.724 5.288 1.09 0.904

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector- Rowan County * File 1, Run 1, Scenario 9. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 36.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3902 0.4005 0.1365 0.0313 0.0004 0.0020 0.0334 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.846 1.338 1.356 1.342 1.369 0.286 0.473 0.299 3.11 1.123 Composite NOX: 0.500 0.753 0.894 0.789 2.750 0.531 0.713 4.962 1.07 0.878

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local- Rowan County * File 1, Run 1, Scenario 10. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0

## On-Road Mobile Sources Documentation 106 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3901 0.4005 0.1366 0.0312 0.0004 0.0020 0.0335 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.897 1.397 1.421 1.403 1.495 0.313 0.520 0.351 3.28 1.182 Composite NOX: 0.517 0.764 0.907 0.801 2.623 0.532 0.716 4.988 1.03 0.888

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural Interstate - Iredell County(Pt) * File 1, Run 1, Scenario 11. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural interstate mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 38.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.2845 0.2922 0.0995 0.0938 0.0003 0.0015 0.2240 0.0042 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi):

## On-Road Mobile Sources Documentation 107 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Composite VOC: 0.834 1.325 1.342 1.329 1.356 0.279 0.460 0.352 3.07 0.978 Composite NOX: 0.502 0.757 0.897 0.792 2.817 0.536 0.721 7.052 1.08 2.303

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural principle arterial- Iredell County(Pt) * File 1, Run 1, Scenario 12. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural other principle arterial mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 54.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3550 0.3648 0.1244 0.0418 0.0004 0.0019 0.1065 0.0053 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.759 1.236 1.246 1.239 1.197 0.248 0.404 0.282 2.96 0.972 Composite NOX: 0.524 0.797 0.938 0.833 3.159 0.698 0.940 9.082 1.27 1.702

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial- Iredell County(Pt) * File 1, Run 1, Scenario 13. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 11.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi

## On-Road Mobile Sources Documentation 108 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3738 0.3837 0.1308 0.0391 0.0004 0.0019 0.0648 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 1.465 2.101 2.173 2.120 2.802 0.499 0.850 0.802 4.73 1.828 Composite NOX: 0.753 1.018 1.208 1.066 2.235 0.745 1.003 8.161 0.87 1.453

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector- Iredell County(Pt) * File 1, Run 1, Scenario 14. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 24.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3780 0.3884 0.1325 0.0386 0.0004 0.0020 0.0546 0.0056 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.967 1.482 1.512 1.490 1.695 0.351 0.588 0.463 3.50 1.253 Composite NOX: 0.553 0.802 0.952 0.840 2.505 0.563 0.757 5.856 0.97 1.070

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector- Iredell County(Pt) * File 1, Run 1, Scenario 15. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 24.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types.

## On-Road Mobile Sources Documentation 109 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3756 0.3852 0.1313 0.0407 0.0004 0.0020 0.0594 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.967 1.482 1.512 1.490 1.695 0.351 0.588 0.468 3.50 1.250 Composite NOX: 0.553 0.802 0.952 0.840 2.505 0.563 0.757 5.929 0.97 1.103

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local- Iredell County(Pt) * File 1, Run 1, Scenario 16. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 20.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3749 0.3851 0.1314 0.0410 0.0004 0.0020 0.0598 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 1.040 1.572 1.610 1.582 1.889 0.386 0.649 0.541 3.71 1.338 Composite NOX: 0.589 0.840 0.996 0.879 2.418 0.599 0.806 6.316 0.92 1.159

-------------------------------------------------------------------------------------------

## On-Road Mobile Sources Documentation 110 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate- Iredell County(Pt) * File 1, Run 1, Scenario 17. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 55.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3415 0.3506 0.1196 0.0535 0.0003 0.0018 0.1278 0.0050 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.756 1.231 1.240 1.234 1.189 0.247 0.403 0.277 2.96 0.953 Composite NOX: 0.526 0.800 0.941 0.836 3.177 0.714 0.961 9.161 1.29 1.921

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial- Iredell County(Pt) * File 1, Run 1, Scenario 18. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 18.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes

## On-Road Mobile Sources Documentation 111 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3915 0.4021 0.1371 0.0265 0.0004 0.0020 0.0347 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 1.103 1.649 1.691 1.660 2.025 0.405 0.683 0.562 3.84 1.423 Composite NOX: 0.611 0.864 1.025 0.905 2.381 0.622 0.837 6.349 0.90 1.018

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial- Iredell County(Pt) * File 1, Run 1, Scenario 19. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 22.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3894 0.4000 0.1364 0.0302 0.0004 0.0020 0.0358 0.0058 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 1.000 1.523 1.557 1.532 1.779 0.367 0.616 0.470 3.59 1.304 Composite NOX: 0.569 0.819 0.972 0.858 2.462 0.579 0.779 5.698 0.94 0.968

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector- Iredell County(Pt) * File 1, Run 1, Scenario 20. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 23.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

## On-Road Mobile Sources Documentation 112 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3902 0.4005 0.1365 0.0313 0.0004 0.0020 0.0334 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.983 1.502 1.533 1.510 1.727 0.359 0.601 0.435 3.55 1.285 Composite NOX: 0.561 0.810 0.961 0.849 2.478 0.571 0.767 5.346 0.96 0.938

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local- Iredell County(Pt) * File 1, Run 1, Scenario 21. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 18.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3901 0.4005 0.1366 0.0312 0.0004 0.0020 0.0335 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 1.103 1.649 1.691 1.660 2.017 0.405 0.683 0.523 3.84 1.426 Composite NOX: 0.611 0.864 1.025 0.905 2.375 0.622 0.837 5.858 0.90 1.002

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural principle arterial- Lincoln County

## On-Road Mobile Sources Documentation 113 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 * File 1, Run 1, Scenario 22. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural other principle arterial mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 59.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3550 0.3648 0.1244 0.0418 0.0004 0.0019 0.1065 0.0053 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.743 1.214 1.220 1.215 1.173 0.245 0.399 0.274 3.24 0.955 Composite NOX: 0.532 0.811 0.953 0.847 3.266 0.815 1.099 10.490 1.39 1.867

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial- Lincoln County * File 1, Run 1, Scenario 23. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 37.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

## On-Road Mobile Sources Documentation 114 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3738 0.3837 0.1308 0.0391 0.0004 0.0019 0.0648 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.840 1.331 1.349 1.335 1.362 0.283 0.466 0.336 3.09 1.094 Composite NOX: 0.501 0.755 0.895 0.791 2.784 0.534 0.717 5.824 1.08 1.088

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector- Lincoln County * File 1, Run 1, Scenario 24. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 51.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3780 0.3884 0.1325 0.0386 0.0004 0.0020 0.0546 0.0056 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.771 1.253 1.264 1.256 1.206 0.251 0.410 0.257 2.96 1.023 Composite NOX: 0.519 0.789 0.930 0.825 3.077 0.647 0.871 6.752 1.20 1.122

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector- Lincoln County * File 1, Run 1, Scenario 25. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 45.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low

## On-Road Mobile Sources Documentation 115 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3756 0.3852 0.1313 0.0407 0.0004 0.0020 0.0594 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.798 1.286 1.300 1.290 1.259 0.261 0.427 0.279 2.98 1.051 Composite NOX: 0.511 0.773 0.913 0.809 2.948 0.574 0.771 6.045 1.11 1.096

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local- Lincoln County * File 1, Run 1, Scenario 26. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3749 0.3851 0.1314 0.0410 0.0004 0.0020 0.0598 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.897 1.397 1.421 1.403 1.503 0.313 0.520 0.389 3.28 1.165 Composite NOX: 0.517 0.764 0.907 0.801 2.631 0.532 0.716 5.601 1.03 1.057

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial- Lincoln County * File 1, Run 1, Scenario 27. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial mix and speeds

## On-Road Mobile Sources Documentation 116 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 41.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3915 0.4021 0.1371 0.0265 0.0004 0.0020 0.0347 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.818 1.307 1.323 1.311 1.303 0.270 0.444 0.290 3.02 1.090 Composite NOX: 0.505 0.763 0.903 0.798 2.865 0.548 0.737 5.576 1.09 0.906

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial- Lincoln County * File 1, Run 1, Scenario 28. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 23.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

## On-Road Mobile Sources Documentation 117 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3894 0.4000 0.1364 0.0302 0.0004 0.0020 0.0358 0.0058 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.983 1.502 1.533 1.510 1.733 0.359 0.601 0.454 3.55 1.283 Composite NOX: 0.561 0.810 0.961 0.849 2.483 0.571 0.767 5.611 0.96 0.957

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector- Lincoln County * File 1, Run 1, Scenario 29. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 22.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3902 0.4005 0.1365 0.0313 0.0004 0.0020 0.0334 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 1.000 1.523 1.557 1.532 1.773 0.367 0.616 0.451 3.59 1.305 Composite NOX: 0.569 0.819 0.972 0.858 2.457 0.579 0.779 5.430 0.94 0.948

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local- Lincoln County * File 1, Run 1, Scenario 30. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%)

## On-Road Mobile Sources Documentation 118 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3901 0.4005 0.1366 0.0312 0.0004 0.0020 0.0335 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.897 1.397 1.421 1.403 1.495 0.313 0.520 0.351 3.28 1.182 Composite NOX: 0.517 0.764 0.907 0.801 2.623 0.532 0.716 4.988 1.03 0.888

-------------------------------------------------------------------------------------------

## On-Road Mobile Sources Documentation 119 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 *************************************************************************** * MOBILE6.2.03 (24-Sep-2003) * * Input file: RIL09N.IN (file 1, run 1). * ***************************************************************************

* Reading Registration Distributions from the following external * data file: NCAGE04.PRN M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.999 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize)

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural principle arterial- Rowan County * File 1, Run 1, Scenario 1. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural other principle arterial mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 45.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------

## On-Road Mobile Sources Documentation 120 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 VMT Distribution:0.3550 0.3648 0.1244 0.0418 0.0004 0.0019 0.1065 0.0053 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.875 1.390 1.400 1.393 1.272 0.261 0.427 0.312 2.98 1.095 Composite NOX: 0.590 0.887 1.022 0.921 2.965 0.574 0.771 7.589 1.11 1.600

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial- Rowan County * File 1, Run 1, Scenario 2. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 49.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3738 0.3837 0.1308 0.0391 0.0004 0.0019 0.0648 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.853 1.364 1.372 1.366 1.223 0.254 0.415 0.273 2.96 1.105 Composite NOX: 0.595 0.898 1.033 0.932 3.038 0.619 0.833 6.767 1.16 1.268

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector- Rowan County * File 1, Run 1, Scenario 3. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 50.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%)

## On-Road Mobile Sources Documentation 121 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3780 0.3884 0.1325 0.0386 0.0004 0.0020 0.0546 0.0056 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.848 1.359 1.366 1.360 1.213 0.252 0.412 0.259 2.96 1.108 Composite NOX: 0.597 0.900 1.035 0.935 3.054 0.629 0.846 6.558 1.17 1.197

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector- Rowan County * File 1, Run 1, Scenario 4. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 50.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3756 0.3852 0.1313 0.0407 0.0004 0.0020 0.0594 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.848 1.359 1.366 1.360 1.213 0.252 0.412 0.262 2.96 1.103 Composite NOX: 0.597 0.901 1.035 0.935 3.054 0.629 0.846 6.639 1.17 1.234

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local- Rowan County * File 1, Run 1, Scenario 5. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0

## On-Road Mobile Sources Documentation 122 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3749 0.3851 0.1314 0.0410 0.0004 0.0020 0.0598 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.985 1.518 1.539 1.524 1.503 0.313 0.520 0.389 3.28 1.260 Composite NOX: 0.598 0.880 1.018 0.915 2.631 0.532 0.716 5.601 1.03 1.147

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate- Rowan County * File 1, Run 1, Scenario 6. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 57.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3415 0.3506 0.1196 0.0535 0.0003 0.0018 0.1278 0.0050 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi):

## On-Road Mobile Sources Documentation 123 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Composite VOC: 0.818 1.316 1.320 1.317 1.180 0.246 0.401 0.274 3.10 1.013 Composite NOX: 0.608 0.921 1.056 0.955 3.222 0.766 1.033 9.786 1.34 2.089

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial- Rowan County * File 1, Run 1, Scenario 7. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 38.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3915 0.4021 0.1371 0.0265 0.0004 0.0020 0.0347 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.915 1.435 1.448 1.438 1.344 0.279 0.460 0.308 3.07 1.198 Composite NOX: 0.582 0.871 1.006 0.905 2.802 0.536 0.721 5.451 1.08 0.987

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial- Rowan County * File 1, Run 1, Scenario 8. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 39.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi

## On-Road Mobile Sources Documentation 124 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3894 0.4000 0.1364 0.0302 0.0004 0.0020 0.0358 0.0058 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.909 1.428 1.441 1.431 1.327 0.276 0.455 0.293 3.05 1.191 Composite NOX: 0.582 0.872 1.007 0.907 2.820 0.539 0.724 5.288 1.09 0.996

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector- Rowan County * File 1, Run 1, Scenario 9. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 36.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3902 0.4005 0.1365 0.0313 0.0004 0.0020 0.0334 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.928 1.450 1.464 1.453 1.369 0.286 0.473 0.299 3.11 1.214 Composite NOX: 0.581 0.867 1.003 0.901 2.750 0.531 0.713 4.962 1.07 0.970

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local- Rowan County * File 1, Run 1, Scenario 10. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types.

## On-Road Mobile Sources Documentation 125 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3901 0.4005 0.1366 0.0312 0.0004 0.0020 0.0335 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.985 1.518 1.539 1.524 1.495 0.313 0.520 0.351 3.28 1.281 Composite NOX: 0.598 0.880 1.018 0.915 2.623 0.532 0.716 4.988 1.03 0.981

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural Interstate - Iredell County(Pt) * File 1, Run 1, Scenario 11. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural interstate mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 38.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.2845 0.2922 0.0995 0.0938 0.0003 0.0015 0.2240 0.0042 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.915 1.435 1.448 1.438 1.356 0.279 0.460 0.352 3.07 1.043 Composite NOX: 0.582 0.871 1.006 0.905 2.817 0.536 0.721 7.052 1.08 2.369

-------------------------------------------------------------------------------------------

## On-Road Mobile Sources Documentation 126 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural principle arterial- Iredell County(Pt) * File 1, Run 1, Scenario 12. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural other principle arterial mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 54.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3550 0.3648 0.1244 0.0418 0.0004 0.0019 0.1065 0.0053 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.830 1.333 1.338 1.334 1.197 0.248 0.404 0.282 2.96 1.044 Composite NOX: 0.603 0.912 1.047 0.946 3.159 0.698 0.940 9.082 1.27 1.785

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial- Iredell County(Pt) * File 1, Run 1, Scenario 13. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 11.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No

## On-Road Mobile Sources Documentation 127 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3738 0.3837 0.1308 0.0391 0.0004 0.0019 0.0648 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 1.614 2.304 2.372 2.321 2.802 0.499 0.850 0.802 4.73 1.987 Composite NOX: 0.863 1.165 1.347 1.211 2.235 0.745 1.003 8.161 0.87 1.569

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector- Iredell County(Pt) * File 1, Run 1, Scenario 14. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 24.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3780 0.3884 0.1325 0.0386 0.0004 0.0020 0.0546 0.0056 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 1.064 1.614 1.640 1.620 1.695 0.351 0.588 0.463 3.50 1.358 Composite NOX: 0.639 0.922 1.067 0.959 2.505 0.563 0.757 5.856 0.97 1.165

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector- Iredell County(Pt) * File 1, Run 1, Scenario 15. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 24.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

## On-Road Mobile Sources Documentation 128 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3756 0.3852 0.1313 0.0407 0.0004 0.0020 0.0594 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 1.064 1.614 1.640 1.620 1.695 0.351 0.588 0.468 3.50 1.354 Composite NOX: 0.639 0.922 1.067 0.959 2.505 0.563 0.757 5.929 0.97 1.197

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local- Iredell County(Pt) * File 1, Run 1, Scenario 16. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 20.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3749 0.3851 0.1314 0.0410 0.0004 0.0020 0.0598 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 1.145 1.716 1.750 1.725 1.889 0.386 0.649 0.541 3.71 1.451 Composite NOX: 0.679 0.965 1.115 1.003 2.418 0.599 0.806 6.316 0.92 1.256

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate- Iredell County(Pt)

## On-Road Mobile Sources Documentation 129 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 * File 1, Run 1, Scenario 17. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 55.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3415 0.3506 0.1196 0.0535 0.0003 0.0018 0.1278 0.0050 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.825 1.327 1.332 1.328 1.189 0.247 0.403 0.277 2.96 1.021 Composite NOX: 0.605 0.915 1.050 0.949 3.177 0.714 0.961 9.161 1.29 2.002

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial- Iredell County(Pt) * File 1, Run 1, Scenario 18. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 18.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

## On-Road Mobile Sources Documentation 130 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3915 0.4021 0.1371 0.0265 0.0004 0.0020 0.0347 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 1.214 1.801 1.839 1.810 2.025 0.405 0.683 0.562 3.84 1.548 Composite NOX: 0.705 0.992 1.147 1.031 2.381 0.622 0.837 6.349 0.90 1.123

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial- Iredell County(Pt) * File 1, Run 1, Scenario 19. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 22.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3894 0.4000 0.1364 0.0302 0.0004 0.0020 0.0358 0.0058 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 1.101 1.660 1.690 1.668 1.779 0.367 0.616 0.470 3.59 1.416 Composite NOX: 0.657 0.942 1.089 0.979 2.462 0.579 0.779 5.698 0.94 1.067

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector- Iredell County(Pt) * File 1, Run 1, Scenario 20. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 23.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low

## On-Road Mobile Sources Documentation 131 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3902 0.4005 0.1365 0.0313 0.0004 0.0020 0.0334 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 1.081 1.636 1.664 1.643 1.727 0.359 0.601 0.435 3.55 1.394 Composite NOX: 0.648 0.932 1.077 0.969 2.478 0.571 0.767 5.346 0.96 1.036

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local- Iredell County(Pt) * File 1, Run 1, Scenario 21. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 18.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3901 0.4005 0.1366 0.0312 0.0004 0.0020 0.0335 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 1.214 1.801 1.839 1.810 2.017 0.405 0.683 0.523 3.84 1.550 Composite NOX: 0.705 0.992 1.147 1.032 2.375 0.622 0.837 5.858 0.90 1.106

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural principle arterial- Lincoln County * File 1, Run 1, Scenario 22. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural other principle arterial mix and speeds

## On-Road Mobile Sources Documentation 132 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 59.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3550 0.3648 0.1244 0.0418 0.0004 0.0019 0.1065 0.0053 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.810 1.306 1.308 1.306 1.173 0.245 0.399 0.274 3.24 1.023 Composite NOX: 0.611 0.927 1.062 0.961 3.266 0.815 1.099 10.490 1.39 1.951

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial- Lincoln County * File 1, Run 1, Scenario 23. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 37.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

## On-Road Mobile Sources Documentation 133 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3738 0.3837 0.1308 0.0391 0.0004 0.0019 0.0648 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.922 1.442 1.456 1.446 1.362 0.283 0.466 0.336 3.09 1.181 Composite NOX: 0.581 0.869 1.004 0.903 2.784 0.534 0.717 5.824 1.08 1.176

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector- Lincoln County * File 1, Run 1, Scenario 24. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 51.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3780 0.3884 0.1325 0.0386 0.0004 0.0020 0.0546 0.0056 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.843 1.352 1.359 1.353 1.206 0.251 0.410 0.257 2.96 1.102 Composite NOX: 0.598 0.904 1.038 0.938 3.077 0.647 0.871 6.752 1.20 1.211

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector- Lincoln County * File 1, Run 1, Scenario 25. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 45.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%)

## On-Road Mobile Sources Documentation 134 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3756 0.3852 0.1313 0.0407 0.0004 0.0020 0.0594 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.875 1.390 1.400 1.393 1.259 0.261 0.427 0.279 2.98 1.133 Composite NOX: 0.590 0.887 1.022 0.921 2.948 0.574 0.771 6.045 1.11 1.184

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local- Lincoln County * File 1, Run 1, Scenario 26. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3749 0.3851 0.1314 0.0410 0.0004 0.0020 0.0598 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.985 1.518 1.539 1.524 1.503 0.313 0.520 0.389 3.28 1.260 Composite NOX: 0.598 0.880 1.018 0.915 2.631 0.532 0.716 5.601 1.03 1.147

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial- Lincoln County * File 1, Run 1, Scenario 27. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning:

## On-Road Mobile Sources Documentation 135 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 The user supplied arterial average speed of 41.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3915 0.4021 0.1371 0.0265 0.0004 0.0020 0.0347 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.897 1.414 1.426 1.417 1.303 0.270 0.444 0.290 3.02 1.178 Composite NOX: 0.584 0.877 1.012 0.911 2.865 0.548 0.737 5.576 1.09 0.997

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial- Lincoln County * File 1, Run 1, Scenario 28. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 23.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3894 0.4000 0.1364 0.0302 0.0004 0.0020 0.0358 0.0058 1.0000

-------------------------------------------------------------------------------------------

## On-Road Mobile Sources Documentation 136 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Composite Emission Factors (g/mi): Composite VOC: 1.081 1.636 1.664 1.643 1.733 0.359 0.601 0.454 3.55 1.393 Composite NOX: 0.648 0.932 1.077 0.969 2.483 0.571 0.767 5.611 0.96 1.055

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector- Lincoln County * File 1, Run 1, Scenario 29. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 22.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3902 0.4005 0.1365 0.0313 0.0004 0.0020 0.0334 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 1.101 1.660 1.690 1.668 1.773 0.367 0.616 0.451 3.59 1.417 Composite NOX: 0.657 0.942 1.089 0.979 2.457 0.579 0.779 5.430 0.94 1.048

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local- Lincoln County * File 1, Run 1, Scenario 30. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi

## On-Road Mobile Sources Documentation 137 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3901 0.4005 0.1366 0.0312 0.0004 0.0020 0.0335 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.985 1.518 1.539 1.524 1.495 0.313 0.520 0.351 3.28 1.281 Composite NOX: 0.598 0.880 1.018 0.915 2.623 0.532 0.716 4.988 1.03 0.981

-------------------------------------------------------------------------------------------

## On-Road Mobile Sources Documentation 138 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 *************************************************************************** * MOBILE6.2.03 (24-Sep-2003) * * Input file: UC09.IN (file 1, run 1). * ***************************************************************************

* Reading Registration Distributions from the following external * data file: NCAGE04.PRN M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.999 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) * OBDII

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural principle arterial- Cabarrus County * File 1, Run 1, Scenario 1. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural other principle arterial mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 46.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. *** 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: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

## On-Road Mobile Sources Documentation 139 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3550 0.3648 0.1244 0.0418 0.0004 0.0019 0.1065 0.0053 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.793 1.280 1.293 1.283 1.262 0.259 0.424 0.308 2.97 1.012 Composite NOX: 0.512 0.776 0.916 0.811 2.989 0.586 0.788 7.733 1.12 1.535

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial- Cabarrus County * File 1, Run 1, Scenario 2. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 41.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3738 0.3837 0.1308 0.0391 0.0004 0.0019 0.0648 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.818 1.307 1.323 1.311 1.306 0.270 0.445 0.309 3.02 1.069 Composite NOX: 0.505 0.763 0.903 0.798 2.868 0.548 0.737 5.986 1.09 1.107

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector- Cabarrus County * File 1, Run 1, Scenario 3. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 38.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F)

## On-Road Mobile Sources Documentation 140 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3780 0.3884 0.1325 0.0386 0.0004 0.0020 0.0546 0.0056 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.834 1.325 1.342 1.329 1.345 0.279 0.460 0.315 3.07 1.095 Composite NOX: 0.502 0.757 0.897 0.792 2.802 0.536 0.721 5.575 1.08 1.023

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector- Cabarrus County * File 1, Run 1, Scenario 4. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 34.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3756 0.3852 0.1313 0.0407 0.0004 0.0020 0.0594 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.861 1.354 1.374 1.359 1.413 0.294 0.487 0.349 3.16 1.122 Composite NOX: 0.503 0.753 0.894 0.789 2.717 0.529 0.711 5.564 1.06 1.045

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local- Cabarrus County * File 1, Run 1, Scenario 5. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local mix and speeds M615 Comment:

## On-Road Mobile Sources Documentation 141 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3749 0.3851 0.1314 0.0410 0.0004 0.0020 0.0598 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.897 1.397 1.421 1.403 1.503 0.313 0.520 0.389 3.28 1.165 Composite NOX: 0.517 0.764 0.907 0.801 2.631 0.532 0.716 5.601 1.03 1.057

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate- Cabarrus County * File 1, Run 1, Scenario 6. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 35.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------

## On-Road Mobile Sources Documentation 142 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 VMT Distribution:0.3415 0.3506 0.1196 0.0535 0.0003 0.0018 0.1278 0.0050 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.853 1.345 1.364 1.350 1.406 0.290 0.479 0.377 3.13 1.066 Composite NOX: 0.500 0.751 0.892 0.787 2.750 0.528 0.709 6.954 1.06 1.583

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial- Cabarrus County * File 1, Run 1, Scenario 7. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 28.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3915 0.4021 0.1371 0.0265 0.0004 0.0020 0.0347 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.917 1.421 1.447 1.428 1.557 0.324 0.540 0.399 3.34 1.204 Composite NOX: 0.527 0.775 0.920 0.812 2.591 0.541 0.727 5.498 1.01 0.911

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial- Cabarrus County * File 1, Run 1, Scenario 8. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 29.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%)

## On-Road Mobile Sources Documentation 143 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3894 0.4000 0.1364 0.0302 0.0004 0.0020 0.0358 0.0058 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.907 1.409 1.434 1.415 1.526 0.318 0.530 0.375 3.31 1.192 Composite NOX: 0.522 0.770 0.913 0.806 2.608 0.536 0.721 5.265 1.02 0.910

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector- Cabarrus County * File 1, Run 1, Scenario 9. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3902 0.4005 0.1365 0.0313 0.0004 0.0020 0.0334 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.897 1.397 1.421 1.403 1.494 0.313 0.520 0.350 3.28 1.182 Composite NOX: 0.517 0.764 0.907 0.801 2.621 0.532 0.716 4.978 1.03 0.887

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local- Cabarrus County * File 1, Run 1, Scenario 10. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0

## On-Road Mobile Sources Documentation 144 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3901 0.4005 0.1366 0.0312 0.0004 0.0020 0.0335 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.897 1.397 1.421 1.403 1.495 0.313 0.520 0.351 3.28 1.182 Composite NOX: 0.517 0.764 0.907 0.801 2.623 0.532 0.716 4.988 1.03 0.888

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural principle arterial- Union County * File 1, Run 1, Scenario 11. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural other principle arterial mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 46.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3550 0.3648 0.1244 0.0418 0.0004 0.0019 0.1065 0.0053 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi):

## On-Road Mobile Sources Documentation 145 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Composite VOC: 0.793 1.280 1.293 1.283 1.262 0.259 0.424 0.308 2.97 1.012 Composite NOX: 0.512 0.776 0.916 0.811 2.989 0.586 0.788 7.733 1.12 1.535

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial- Union County * File 1, Run 1, Scenario 12. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 43.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3738 0.3837 0.1308 0.0391 0.0004 0.0019 0.0648 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.808 1.296 1.311 1.300 1.282 0.265 0.436 0.298 3.00 1.057 Composite NOX: 0.508 0.768 0.908 0.804 2.911 0.561 0.755 6.133 1.10 1.122

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector- Union County * File 1, Run 1, Scenario 13. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 45.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi

## On-Road Mobile Sources Documentation 146 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3780 0.3884 0.1325 0.0386 0.0004 0.0020 0.0546 0.0056 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.798 1.286 1.300 1.290 1.259 0.261 0.427 0.277 2.98 1.055 Composite NOX: 0.511 0.773 0.913 0.809 2.948 0.574 0.771 5.971 1.11 1.062

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector- Union County * File 1, Run 1, Scenario 14. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 44.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3756 0.3852 0.1313 0.0407 0.0004 0.0020 0.0594 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.803 1.291 1.305 1.295 1.269 0.263 0.431 0.284 2.99 1.056 Composite NOX: 0.509 0.771 0.911 0.806 2.929 0.568 0.763 5.982 1.11 1.090

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local- Union County * File 1, Run 1, Scenario 15. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types.

## On-Road Mobile Sources Documentation 147 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3749 0.3851 0.1314 0.0410 0.0004 0.0020 0.0598 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.897 1.397 1.421 1.403 1.503 0.313 0.520 0.389 3.28 1.165 Composite NOX: 0.517 0.764 0.907 0.801 2.631 0.532 0.716 5.601 1.03 1.057

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban freeway- Union County * File 1, Run 1, Scenario 16. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban freeway mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 36.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3714 0.3815 0.1301 0.0322 0.0004 0.0019 0.0770 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.846 1.338 1.356 1.342 1.389 0.286 0.473 0.368 3.11 1.092 Composite NOX: 0.500 0.753 0.894 0.789 2.774 0.531 0.713 6.988 1.07 1.224

-------------------------------------------------------------------------------------------

## On-Road Mobile Sources Documentation 148 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial- Union County * File 1, Run 1, Scenario 17. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 33.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3915 0.4021 0.1371 0.0265 0.0004 0.0020 0.0347 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.869 1.364 1.385 1.369 1.433 0.298 0.494 0.347 3.19 1.148 Composite NOX: 0.506 0.756 0.897 0.792 2.697 0.530 0.712 5.382 1.05 0.891

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial- Union County * File 1, Run 1, Scenario 18. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 32.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes

## On-Road Mobile Sources Documentation 149 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3894 0.4000 0.1364 0.0302 0.0004 0.0020 0.0358 0.0058 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.878 1.374 1.396 1.380 1.452 0.303 0.502 0.345 3.21 1.158 Composite NOX: 0.509 0.758 0.900 0.795 2.673 0.530 0.713 5.205 1.04 0.899

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector- Union County * File 1, Run 1, Scenario 19. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 36.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3902 0.4005 0.1365 0.0313 0.0004 0.0020 0.0334 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.846 1.338 1.356 1.342 1.369 0.286 0.473 0.299 3.11 1.123 Composite NOX: 0.500 0.753 0.894 0.789 2.750 0.531 0.713 4.962 1.07 0.878

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local- Union County * File 1, Run 1, Scenario 20. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

## On-Road Mobile Sources Documentation 150 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: Yes Evap I/M Program: Yes ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3901 0.4005 0.1366 0.0312 0.0004 0.0020 0.0335 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.897 1.397 1.421 1.403 1.495 0.313 0.520 0.351 3.28 1.182 Composite NOX: 0.517 0.764 0.907 0.801 2.623 0.532 0.716 4.988 1.03 0.888

-------------------------------------------------------------------------------------------

## On-Road Mobile Sources Documentation 151 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 *************************************************************************** * MOBILE6.2.03 (24-Sep-2003) * * Input file: UC09N.IN (file 1, run 1). * ***************************************************************************

* Reading Registration Distributions from the following external * data file: NCAGE04.PRN M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.998 MYR sum not = 1. (will normalize) M 49 Warning: 0.999 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize)

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural principle arterial- Cabarrus County * File 1, Run 1, Scenario 1. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural other principle arterial mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 46.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------

## On-Road Mobile Sources Documentation 152 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 VMT Distribution:0.3550 0.3648 0.1244 0.0418 0.0004 0.0019 0.1065 0.0053 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.869 1.383 1.393 1.386 1.262 0.259 0.424 0.308 2.97 1.089 Composite NOX: 0.591 0.890 1.025 0.924 2.989 0.586 0.788 7.733 1.12 1.618

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial- Cabarrus County * File 1, Run 1, Scenario 2. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 41.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3738 0.3837 0.1308 0.0391 0.0004 0.0019 0.0648 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.897 1.414 1.426 1.418 1.306 0.270 0.445 0.309 3.02 1.153 Composite NOX: 0.584 0.877 1.012 0.911 2.868 0.548 0.737 5.986 1.09 1.195

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector- Cabarrus County * File 1, Run 1, Scenario 3. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 38.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%)

## On-Road Mobile Sources Documentation 153 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3780 0.3884 0.1325 0.0386 0.0004 0.0020 0.0546 0.0056 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.915 1.435 1.448 1.438 1.345 0.279 0.460 0.315 3.07 1.182 Composite NOX: 0.582 0.871 1.006 0.905 2.802 0.536 0.721 5.575 1.08 1.111

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector- Cabarrus County * File 1, Run 1, Scenario 4. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 34.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3756 0.3852 0.1313 0.0407 0.0004 0.0020 0.0594 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.944 1.469 1.484 1.473 1.413 0.294 0.487 0.349 3.16 1.212 Composite NOX: 0.583 0.868 1.004 0.902 2.717 0.529 0.711 5.564 1.06 1.133

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local- Cabarrus County * File 1, Run 1, Scenario 5. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0

## On-Road Mobile Sources Documentation 154 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3749 0.3851 0.1314 0.0410 0.0004 0.0020 0.0598 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.985 1.518 1.539 1.524 1.503 0.313 0.520 0.389 3.28 1.260 Composite NOX: 0.598 0.880 1.018 0.915 2.631 0.532 0.716 5.601 1.03 1.147

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate- Cabarrus County * File 1, Run 1, Scenario 6. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban interstate mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 35.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3415 0.3506 0.1196 0.0535 0.0003 0.0018 0.1278 0.0050 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi):

## On-Road Mobile Sources Documentation 155 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Composite VOC: 0.936 1.458 1.473 1.462 1.406 0.290 0.479 0.377 3.13 1.147 Composite NOX: 0.580 0.865 1.001 0.900 2.750 0.528 0.709 6.954 1.06 1.663

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial- Cabarrus County * File 1, Run 1, Scenario 7. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 28.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3915 0.4021 0.1371 0.0265 0.0004 0.0020 0.0347 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 1.008 1.545 1.567 1.551 1.557 0.324 0.540 0.399 3.34 1.306 Composite NOX: 0.610 0.892 1.032 0.927 2.591 0.541 0.727 5.498 1.01 1.006

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial- Cabarrus County * File 1, Run 1, Scenario 8. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 29.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi

## On-Road Mobile Sources Documentation 156 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3894 0.4000 0.1364 0.0302 0.0004 0.0020 0.0358 0.0058 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.996 1.531 1.552 1.537 1.526 0.318 0.530 0.375 3.31 1.292 Composite NOX: 0.604 0.886 1.024 0.921 2.608 0.536 0.721 5.265 1.02 1.004

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector- Cabarrus County * File 1, Run 1, Scenario 9. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3902 0.4005 0.1365 0.0313 0.0004 0.0020 0.0334 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.985 1.518 1.539 1.524 1.494 0.313 0.520 0.350 3.28 1.281 Composite NOX: 0.598 0.880 1.017 0.915 2.621 0.532 0.716 4.978 1.03 0.980

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local- Cabarrus County * File 1, Run 1, Scenario 10. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types.

## On-Road Mobile Sources Documentation 157 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3901 0.4005 0.1366 0.0312 0.0004 0.0020 0.0335 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.985 1.518 1.539 1.524 1.495 0.313 0.520 0.351 3.28 1.281 Composite NOX: 0.598 0.880 1.018 0.915 2.623 0.532 0.716 4.988 1.03 0.981

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural principle arterial- Union County * File 1, Run 1, Scenario 11. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural other principle arterial mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 46.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3550 0.3648 0.1244 0.0418 0.0004 0.0019 0.1065 0.0053 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.869 1.383 1.393 1.386 1.262 0.259 0.424 0.308 2.97 1.089 Composite NOX: 0.591 0.890 1.025 0.924 2.989 0.586 0.788 7.733 1.12 1.618

-------------------------------------------------------------------------------------------

## On-Road Mobile Sources Documentation 158 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial- Union County * File 1, Run 1, Scenario 12. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 43.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3738 0.3837 0.1308 0.0391 0.0004 0.0019 0.0648 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.885 1.402 1.413 1.405 1.282 0.265 0.436 0.298 3.00 1.140 Composite NOX: 0.587 0.882 1.017 0.916 2.911 0.561 0.755 6.133 1.10 1.210

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector- Union County * File 1, Run 1, Scenario 13. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural major collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 45.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No

## On-Road Mobile Sources Documentation 159 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3780 0.3884 0.1325 0.0386 0.0004 0.0020 0.0546 0.0056 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.875 1.390 1.400 1.393 1.259 0.261 0.427 0.277 2.98 1.137 Composite NOX: 0.590 0.887 1.022 0.921 2.948 0.574 0.771 5.971 1.11 1.150

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector- Union County * File 1, Run 1, Scenario 14. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural minor collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 44.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3756 0.3852 0.1313 0.0407 0.0004 0.0020 0.0594 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.880 1.396 1.406 1.399 1.269 0.263 0.431 0.284 2.99 1.139 Composite NOX: 0.588 0.885 1.019 0.919 2.929 0.568 0.763 5.982 1.11 1.178

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local- Union County * File 1, Run 1, Scenario 15. * # # # # # # # # # # # # # # # # # # # # # # # # # * Rural local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

## On-Road Mobile Sources Documentation 160 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3749 0.3851 0.1314 0.0410 0.0004 0.0020 0.0598 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.985 1.518 1.539 1.524 1.503 0.313 0.520 0.389 3.28 1.260 Composite NOX: 0.598 0.880 1.018 0.915 2.631 0.532 0.716 5.601 1.03 1.147

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* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban freeway- Union County * File 1, Run 1, Scenario 16. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban freeway mix and speeds M615 Comment: User supplied VMT mix. M581 Warning: The user supplied freeway average speed of 36.0 will be used for all hours of the day. 100% of VMT has been assigned to the freeway roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3714 0.3815 0.1301 0.0322 0.0004 0.0019 0.0770 0.0055 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.928 1.450 1.464 1.453 1.389 0.286 0.473 0.368 3.11 1.180 Composite NOX: 0.581 0.867 1.003 0.902 2.774 0.531 0.713 6.988 1.07 1.312

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial- Union County

## On-Road Mobile Sources Documentation 161 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 * File 1, Run 1, Scenario 17. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban principle arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 33.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3915 0.4021 0.1371 0.0265 0.0004 0.0020 0.0347 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.954 1.480 1.497 1.484 1.433 0.298 0.494 0.347 3.19 1.243 Composite NOX: 0.587 0.870 1.007 0.905 2.697 0.530 0.712 5.382 1.05 0.984

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* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial- Union County * File 1, Run 1, Scenario 18. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban minor arterial mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 32.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

## On-Road Mobile Sources Documentation 162 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3894 0.4000 0.1364 0.0302 0.0004 0.0020 0.0358 0.0058 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.964 1.492 1.510 1.496 1.452 0.303 0.502 0.345 3.21 1.254 Composite NOX: 0.590 0.873 1.010 0.908 2.673 0.530 0.713 5.205 1.04 0.992

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector- Union County * File 1, Run 1, Scenario 19. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban collector mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 36.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3902 0.4005 0.1365 0.0313 0.0004 0.0020 0.0334 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.928 1.450 1.464 1.453 1.369 0.286 0.473 0.299 3.11 1.214 Composite NOX: 0.581 0.867 1.003 0.901 2.750 0.531 0.713 4.962 1.07 0.970

-------------------------------------------------------------------------------------------

* # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local- Union County * File 1, Run 1, Scenario 20. * # # # # # # # # # # # # # # # # # # # # # # # # # * Urban local mix and speeds M615 Comment: User supplied VMT mix. M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M 48 Warning: there are no sales for vehicle class HDGV8b

Calendar Year: 2009 Month: July Altitude: Low

## On-Road Mobile Sources Documentation 163 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 Minimum Temperature: 71.0 (F) Maximum Temperature: 89.6 (F) Minimum Rel. Hum.: 47.0 (%) Maximum Rel. Hum.: 91.0 (%) Barometric Pressure: 30.00 (inches Hg) Nominal Fuel RVP: 9.0 psi Weathered RVP: 8.6 psi Fuel Sulfur Content: 30. ppm

Exhaust I/M Program: No Evap I/M Program: No ATP Program: Yes Reformulated Gas: No

Vehicle Type: LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh GVWR: <6000 >6000 (All)

------ ------ ------ ------ ------ ------ ------ ------ ------ ------ VMT Distribution:0.3901 0.4005 0.1366 0.0312 0.0004 0.0020 0.0335 0.0057 1.0000

------------------------------------------------------------------------------------------- Composite Emission Factors (g/mi): Composite VOC: 0.985 1.518 1.539 1.524 1.495 0.313 0.520 0.351 3.28 1.281 Composite NOX: 0.598 0.880 1.018 0.915 2.623 0.532 0.716 4.988 1.03 0.981

-------------------------------------------------------------------------------------------

## On-Road Mobile Sources Documentation 164 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# 5.3 2009 Metrolina Vehicle Mix

LDV LDT1 LDT2 LDT3 LDT4 HDV2B HDV3 HDV4 HDV5 HDV6 HDV7 HDV8a HDV8b HDBS HDBT MC Urban Interstate 0.3418 0.081 0.2696 0.0831 0.0382 0.0581 0.0057 0.0048 0.0036 0.013 0.0154 0.0167 0.0595 0.003 0.0015 0.005 Urban Freeway 0.3718 0.0881 0.2934 0.0904 0.0416 0.035 0.0034 0.0029 0.0022 0.0078 0.0093 0.0101 0.0358 0.0018 0.0009 0.0055 Urban Principal Arterial 0.3919 0.0929 0.3092 0.0953 0.0438 0.0292 0.0029 0.0024 0.0018 0.0066 0.0027 0.0029 0.0103 0.0016 0.0008 0.0057 Urban Minor Arterial 0.3898 0.0924 0.3076 0.0948 0.0436 0.0334 0.0032 0.0027 0.0021 0.0075 0.0024 0.0026 0.0094 0.0018 0.0009 0.0058 Urban Collector 0.3906 0.0925 0.308 0.0949 0.0436 0.0348 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0017 0.0009 0.0057 Urban Local 0.3905 0.0925 0.308 0.0949 0.0437 0.0347 0.0034 0.0028 0.0021 0.0077 0.0019 0.0021 0.0073 0.0018 0.0009 0.0057 Rural Interstate 0.2848 0.0675 0.2247 0.0692 0.0318 0.1019 0.01 0.0084 0.0063 0.0228 0.027 0.0293 0.1043 0.0052 0.0026 0.0042 Rural Principal Arterial 0.3554 0.0843 0.2805 0.0865 0.0397 0.0453 0.0044 0.0037 0.0028 0.0101 0.0132 0.0144 0.0509 0.0023 0.0012 0.0053 Rural Minor Arterial 0.3742 0.0886 0.2951 0.0909 0.0418 0.043 0.0042 0.0036 0.0026 0.0096 0.0063 0.0069 0.0244 0.0022 0.0011 0.0055 Rural Major Collector 0.3784 0.0897 0.2987 0.0921 0.0423 0.0426 0.0042 0.0036 0.0027 0.0095 0.0046 0.005 0.0178 0.0022 0.001 0.0056 Rural Minor Collector 0.376 0.0889 0.2963 0.0913 0.0419 0.0449 0.0043 0.0037 0.0028 0.0101 0.0052 0.0056 0.0201 0.0023 0.0011 0.0055 Rural Local 0.3753 0.0889 0.2962 0.0913 0.042 0.0451 0.0044 0.0037 0.0029 0.0102 0.0052 0.0057 0.0201 0.0024 0.0011 0.0055

## On-Road Mobile Sources Documentation 165 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# 5.4 Vehicle Age Distribution Used for Mecklenburg and Gaston Counties

*Convert MOBILE5 Registration Fractions to MOBILE6-Based Registration Fractions * *Calendar Year: 2004.000User-Input * *MOBILE5b Reg Fractions * 0.093 0.081 0.080 0.079 0.084 0.078 0.069 0.065 0.057 0.060 * 0.048 0.040 0.032 0.026 0.022 0.019 0.015 0.011 0.008 0.006 * 0.004 0.002 0.001 0.001 0.018 * 0.064 0.061 0.061 0.066 0.069 0.065 0.063 0.062 0.052 0.056 * 0.056 0.039 0.031 0.026 0.025 0.028 0.027 0.022 0.021 0.014 * 0.012 0.007 0.005 0.005 0.064 * 0.123 0.106 0.075 0.089 0.086 0.087 0.066 0.059 0.038 0.049 * 0.032 0.022 0.013 0.012 0.016 0.018 0.017 0.011 0.010 0.011 * 0.007 0.004 0.002 0.003 0.044 * 0.093 0.103 0.071 0.093 0.099 0.085 0.048 0.063 0.039 0.044 * 0.026 0.018 0.015 0.013 0.014 0.019 0.018 0.015 0.013 0.012 * 0.009 0.006 0.005 0.005 0.075 * 0.062 0.068 0.063 0.052 0.064 0.048 0.030 0.038 0.042 0.048 * 0.025 0.031 0.026 0.023 0.018 0.024 0.017 0.031 0.041 0.056 * 0.048 0.046 0.031 0.025 0.044 * 0.100 0.092 0.067 0.094 0.073 0.098 0.022 0.071 0.054 0.053 * 0.047 0.031 0.023 0.022 0.021 0.014 0.016 0.011 0.015 0.015 * 0.013 0.012 0.018 0.011 0.008 * 0.102 0.075 0.066 0.087 0.106 0.111 0.064 0.071 0.047 0.062 * 0.034 0.025 0.022 0.021 0.024 0.019 0.016 0.014 0.009 0.008 * 0.004 0.003 0.002 0.002 0.006 * 0.115 0.133 0.100 0.086 0.075 0.069 0.052 0.044 0.040 0.034 * 0.028 0.023 0.015 0.011 0.010 0.009 0.011 0.010 0.018 0.015 * 0.011 0.009 0.013 0.010 0.059 * * * MOBILE6 Vehicle Classes: * 1 LDV Light-Duty Vehicles (Passenger Cars) * 2 LDT1 Light-Duty Trucks 1 (0-6,000 lbs. GVWR, 0-3750 lbs. LVW) * 3 LDT2 Light Duty Trucks 2 (0-6,000 lbs. GVWR, 3751-5750 lbs. LVW) * 4 LDT3 Light Duty Trucks 3 (6,001-8500 lbs. GVWR, 0-3750 lbs. LVW) * 5 LDT4 Light Duty Trucks 4 (6,001-8500 lbs. GVWR, 3751-5750 lbs. LVW) * 6 HDV2B Class 2b Heavy Duty Vehicles (8501-10,000 lbs. GVWR) * 7 HDV3 Class 3 Heavy Duty Vehicles (10,001-14,000 lbs. GVWR) * 8 HDV4 Class 4 Heavy Duty Vehicles (14,001-16,000 lbs. GVWR) * 9 HDV5 Class 5 Heavy Duty Vehicles (16,001-19,500 lbs. GVWR) * 10 HDV6 Class 6 Heavy Duty Vehicles (19,501-26,000 lbs. GVWR) * 11 HDV7 Class 7 Heavy Duty Vehicles (26,001-33,000 lbs. GVWR) * 12 HDV8A Class 8a Heavy Duty Vehicles (33,001-60,000 lbs. GVWR) * 13 HDV8B Class 8b Heavy Duty Vehicles (>60,000 lbs. GVWR) * 14 HDBS School Busses * 15 HDBT Transit and Urban Busses * 16 MC Motorcycles (All) * REG DIST * RESULTING MOBILE6-BASED REGISTRATION FRACTIONS * *MOBILE6 REGISTRATION FRACTIONS BY VEHICLE CLASS AND AGE * LDV M5 LDGV 1 0.093 0.081 0.080 0.079 0.084 0.078 0.069 0.065 0.057 0.060 0.048 0.040 0.032 0.026 0.022 0.019 0.015 0.011 0.008 0.006 0.004 0.002 0.001 0.001 0.018 * LDT1 M5 LDGT1 2 0.064 0.061 0.061 0.066 0.069 0.065 0.063 0.062 0.052 0.056 0.056 0.039 0.031 0.026 0.025 0.028 0.027 0.022 0.021 0.014 0.012 0.007 0.005 0.005 0.064 * LDT2 M5 LDGT1 3 0.064 0.061 0.061 0.066 0.069 0.065 0.063 0.062 0.052 0.056 0.056 0.039 0.031 0.026 0.025 0.028 0.027 0.022 0.021 0.014 0.012 0.007 0.005 0.005 0.064 * LDT3 M5 LDGT2 4 0.123 0.106 0.075 0.089 0.086 0.087 0.066 0.059 0.038 0.049 0.032 0.022 0.013 0.012 0.016 0.018 0.017 0.011 0.010 0.011

## On-Road Mobile Sources Documentation 166 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 0.007 0.004 0.002 0.003 0.044 * LDT4 M5 LDGT2 5 0.123 0.106 0.075 0.089 0.086 0.087 0.066 0.059 0.038 0.049 0.032 0.022 0.013 0.012 0.016 0.018 0.017 0.011 0.010 0.011 0.007 0.004 0.002 0.003 0.044 * HDV2B M5 HDVs (Combined HDGV and HDDV) 6 0.098 0.090 0.068 0.090 0.102 0.098 0.056 0.067 0.043 0.053 0.030 0.021 0.019 0.017 0.019 0.019 0.017 0.014 0.011 0.010 0.007 0.004 0.003 0.003 0.041 * HDV3 M5 HDVs (Combined HDGV and HDDV) 7 0.098 0.090 0.068 0.090 0.102 0.098 0.056 0.067 0.043 0.053 0.030 0.021 0.019 0.017 0.019 0.019 0.017 0.014 0.011 0.010 0.007 0.004 0.003 0.003 0.041 * HDV4 M5 HDVs (Combined HDGV and HDDV) 8 0.098 0.090 0.068 0.090 0.102 0.098 0.056 0.067 0.043 0.053 0.030 0.021 0.019 0.017 0.019 0.019 0.017 0.014 0.011 0.010 0.007 0.004 0.003 0.003 0.041 * HDV5 M5 HDVs (Combined HDGV and HDDV) 9 0.098 0.090 0.068 0.090 0.102 0.098 0.056 0.067 0.043 0.053 0.030 0.021 0.019 0.017 0.019 0.019 0.017 0.014 0.011 0.010 0.007 0.004 0.003 0.003 0.041 * HDV6 M5 HDVs (Combined HDGV and HDDV) 10 0.098 0.090 0.068 0.090 0.102 0.098 0.056 0.067 0.043 0.053 0.030 0.021 0.019 0.017 0.019 0.019 0.017 0.014 0.011 0.010 0.007 0.004 0.003 0.003 0.041 * HDV7 M5 HDVs (Combined HDGV and HDDV) 11 0.098 0.090 0.068 0.090 0.102 0.098 0.056 0.067 0.043 0.053 0.030 0.021 0.019 0.017 0.019 0.019 0.017 0.014 0.011 0.010 0.007 0.004 0.003 0.003 0.041 * HDV8a M5 HDVs (Combined HDGV and HDDV) 12 0.098 0.090 0.068 0.090 0.102 0.098 0.056 0.067 0.043 0.053 0.030 0.021 0.019 0.017 0.019 0.019 0.017 0.014 0.011 0.010 0.007 0.004 0.003 0.003 0.041 * HDV8b M5 HDVs (Combined HDGV and HDDV) 13 0.098 0.090 0.068 0.090 0.102 0.098 0.056 0.067 0.043 0.053 0.030 0.021 0.019 0.017 0.019 0.019 0.017 0.014 0.011 0.010 0.007 0.004 0.003 0.003 0.041 * HDBS M5 HDVs (Combined HDGV and HDDV) 14 0.098 0.090 0.068 0.090 0.102 0.098 0.056 0.067 0.043 0.053 0.030 0.021 0.019 0.017 0.019 0.019 0.017 0.014 0.011 0.010 0.007 0.004 0.003 0.003 0.041 * HDBT M5 HDDVs 15 0.102 0.075 0.066 0.087 0.106 0.111 0.064 0.071 0.047 0.062 0.034 0.025 0.022 0.021 0.024 0.019 0.016 0.014 0.009 0.008 0.004 0.003 0.002 0.002 0.006 * Motorcycles M5 MC 16 0.115 0.133 0.100 0.086 0.075 0.069 0.052 0.044 0.040 0.034 0.028 0.023 0.015 0.011 0.010 0.009 0.011 0.010 0.018 0.015 0.011 0.009 0.013 0.010 0.059

## On-Road Mobile Sources Documentation 167 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 

# 5.5 Vehicle Age Distribution Used for Caba rrus, Gaston, Iredell, Lincoln & Union Counties

*Convert MOBILE5 Registration Fractions to MOBILE6-Based Registration Fractions * *Calendar Year: 2004.000User-Input * *MOBILE5b Reg Fractions * 0.060 0.063 0.063 0.065 0.074 0.071 0.065 0.064 0.059 0.066 * 0.054 0.049 0.040 0.034 0.030 0.028 0.023 0.018 0.014 0.011 * 0.008 0.005 0.003 0.002 0.032 * 0.048 0.046 0.047 0.051 0.058 0.056 0.056 0.058 0.048 0.053 * 0.056 0.041 0.033 0.030 0.029 0.037 0.036 0.031 0.031 0.023 * 0.021 0.013 0.008 0.008 0.082 * 0.078 0.064 0.050 0.055 0.063 0.062 0.050 0.056 0.043 0.053 * 0.043 0.032 0.026 0.023 0.028 0.035 0.031 0.022 0.024 0.020 * 0.016 0.011 0.007 0.008 0.098 * 0.044 0.044 0.037 0.048 0.052 0.050 0.033 0.042 0.037 0.048 * 0.036 0.026 0.023 0.021 0.026 0.033 0.032 0.025 0.030 0.025 * 0.020 0.014 0.012 0.013 0.227 * 0.075 0.075 0.076 0.068 0.072 0.050 0.036 0.028 0.032 0.031 * 0.021 0.019 0.016 0.024 0.017 0.017 0.013 0.032 0.061 0.056 * 0.044 0.039 0.032 0.019 0.046 * 0.098 0.095 0.081 0.090 0.074 0.095 0.024 0.075 0.043 0.041 * 0.032 0.025 0.020 0.017 0.020 0.020 0.016 0.014 0.022 0.021 * 0.022 0.014 0.024 0.010 0.008 * 0.087 0.070 0.054 0.075 0.091 0.095 0.055 0.069 0.048 0.057 * 0.043 0.031 0.021 0.023 0.031 0.029 0.028 0.024 0.015 0.015 * 0.011 0.004 0.004 0.004 0.015 * 0.109 0.118 0.099 0.086 0.074 0.063 0.047 0.043 0.041 0.031 * 0.027 0.022 0.015 0.011 0.011 0.012 0.011 0.013 0.021 0.019 * 0.015 0.015 0.017 0.013 0.068 * * * MOBILE6 Vehicle Classes: * 1 LDV Light-Duty Vehicles (Passenger Cars) * 2 LDT1 Light-Duty Trucks 1 (0-6,000 lbs. GVWR, 0-3750 lbs. LVW) * 3 LDT2 Light Duty Trucks 2 (0-6,000 lbs. GVWR, 3751-5750 lbs. LVW) * 4 LDT3 Light Duty Trucks 3 (6,001-8500 lbs. GVWR, 0-3750 lbs. LVW) * 5 LDT4 Light Duty Trucks 4 (6,001-8500 lbs. GVWR, 3751-5750 lbs. LVW) * 6 HDV2B Class 2b Heavy Duty Vehicles (8501-10,000 lbs. GVWR) * 7 HDV3 Class 3 Heavy Duty Vehicles (10,001-14,000 lbs. GVWR) * 8 HDV4 Class 4 Heavy Duty Vehicles (14,001-16,000 lbs. GVWR) * 9 HDV5 Class 5 Heavy Duty Vehicles (16,001-19,500 lbs. GVWR) * 10 HDV6 Class 6 Heavy Duty Vehicles (19,501-26,000 lbs. GVWR) * 11 HDV7 Class 7 Heavy Duty Vehicles (26,001-33,000 lbs. GVWR) * 12 HDV8A Class 8a Heavy Duty Vehicles (33,001-60,000 lbs. GVWR) * 13 HDV8B Class 8b Heavy Duty Vehicles (>60,000 lbs. GVWR) * 14 HDBS School Busses * 15 HDBT Transit and Urban Busses * 16 MC Motorcycles (All) * REG DIST * RESULTING MOBILE6-BASED REGISTRATION FRACTIONS * *MOBILE6 REGISTRATION FRACTIONS BY VEHICLE CLASS AND AGE * LDV M5 LDGV 1 0.060 0.063 0.063 0.065 0.074 0.071 0.065 0.064 0.059 0.066 0.054 0.049 0.040 0.034 0.030 0.028 0.023 0.018 0.014 0.011 0.008 0.005 0.003 0.002 0.032 * LDT1 M5 LDGT1 2 0.048 0.046 0.047 0.051 0.058 0.056 0.056 0.058 0.048 0.053 0.056 0.041 0.033 0.030 0.029 0.037 0.036 0.031 0.031 0.023 0.021 0.013 0.008 0.008 0.082 * LDT2 M5 LDGT1 3 0.048 0.046 0.047 0.051 0.058 0.056 0.056 0.058 0.048 0.053 0.056 0.041 0.033 0.030 0.029 0.037 0.036 0.031 0.031 0.023 0.021 0.013 0.008 0.008 0.082

## On-Road Mobile Sources Documentation 168 The Charlotte-Gastonia-Rock Hill, NC-SC 8-Hour Ozone Appendix F.3 North Carolina Attainment Demonstration June 15, 2007 * LDT3 M5 LDGT2 4 0.078 0.064 0.050 0.055 0.063 0.062 0.050 0.056 0.043 0.053 0.043 0.032 0.026 0.023 0.028 0.035 0.031 0.022 0.024 0.020 0.016 0.011 0.007 0.008 0.098 * LDT4 M5 LDGT2 5 0.078 0.064 0.050 0.055 0.063 0.062 0.050 0.056 0.043 0.053 0.043 0.032 0.026 0.023 0.028 0.035 0.031 0.022 0.024 0.020 0.016 0.011 0.007 0.008 0.098 * HDV2B M5 HDVs (Combined HDGV and HDDV) 6 0.065 0.057 0.046 0.061 0.071 0.072 0.044 0.055 0.042 0.052 0.040 0.028 0.022 0.022 0.029 0.031 0.030 0.024 0.023 0.020 0.016 0.009 0.008 0.008 0.123 * HDV3 M5 HDVs (Combined HDGV and HDDV) 7 0.065 0.057 0.046 0.061 0.071 0.072 0.044 0.055 0.042 0.052 0.040 0.028 0.022 0.022 0.029 0.031 0.030 0.024 0.023 0.020 0.016 0.009 0.008 0.008 0.123 * HDV4 M5 HDVs (Combined HDGV and HDDV) 8 0.065 0.057 0.046 0.061 0.071 0.072 0.044 0.055 0.042 0.052 0.040 0.028 0.022 0.022 0.029 0.031 0.030 0.024 0.023 0.020 0.016 0.009 0.008 0.008 0.123 * HDV5 M5 HDVs (Combined HDGV and HDDV) 9 0.065 0.057 0.046 0.061 0.071 0.072 0.044 0.055 0.042 0.052 0.040 0.028 0.022 0.022 0.029 0.031 0.030 0.024 0.023 0.020 0.016 0.009 0.008 0.008 0.123 * HDV6 M5 HDVs (Combined HDGV and HDDV) 10 0.065 0.057 0.046 0.061 0.071 0.072 0.044 0.055 0.042 0.052 0.040 0.028 0.022 0.022 0.029 0.031 0.030 0.024 0.023 0.020 0.016 0.009 0.008 0.008 0.123 * HDV7 M5 HDVs (Combined HDGV and HDDV) 11 0.065 0.057 0.046 0.061 0.071 0.072 0.044 0.055 0.042 0.052 0.040 0.028 0.022 0.022 0.029 0.031 0.030 0.024 0.023 0.020 0.016 0.009 0.008 0.008 0.123 * HDV8a M5 HDVs (Combined HDGV and HDDV) 12 0.065 0.057 0.046 0.061 0.071 0.072 0.044 0.055 0.042 0.052 0.040 0.028 0.022 0.022 0.029 0.031 0.030 0.024 0.023 0.020 0.016 0.009 0.008 0.008 0.123 * HDV8b M5 HDVs (Combined HDGV and HDDV) 13 0.065 0.057 0.046 0.061 0.071 0.072 0.044 0.055 0.042 0.052 0.040 0.028 0.022 0.022 0.029 0.031 0.030 0.024 0.023 0.020 0.016 0.009 0.008 0.008 0.123 * HDBS M5 HDVs (Combined HDGV and HDDV) 14 0.065 0.057 0.046 0.061 0.071 0.072 0.044 0.055 0.042 0.052 0.040 0.028 0.022 0.022 0.029 0.031 0.030 0.024 0.023 0.020 0.016 0.009 0.008 0.008 0.123 * HDBT M5 HDDVs 15 0.087 0.070 0.054 0.075 0.091 0.095 0.055 0.069 0.048 0.057 0.043 0.031 0.021 0.023 0.031 0.029 0.028 0.024 0.015 0.015 0.011 0.004 0.004 0.004 0.015 * Motorcycles M5 MC 16 0.109 0.118 0.099 0.086 0.074 0.063 0.047 0.043 0.041 0.031 0.027 0.022 0.015 0.011 0.011 0.012 0.011 0.013 0.021 0.019 0.015 0.015 0.017 0.013 0.068