20181192_Air Quality Analysis Report - October 2015_20151201

AIR QUALITY ANALYSIS REPORT
For
ADMINISTRATNE ACTION
ENVIRONMENTAL IMPACT STATEMENT
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Wake and Johnston Counties
STIP Project Nos. R-2721, R-2828, and R-2829
State Project Nos. 6.401078, 6.401079, and 6.401080
Federal Aid Project Nos. STP-0540(19), STP-0540(20), and STP-0540(21)
WBS Nos. 37673.1.TA2, 35516.1.TA2, and 35517.1.TA1
Prepared for:
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Prepared By:
H. W. Lochner, Inc.
LOC H N ER
October 15, 2015

AIR QUALITY ANALYSIS REPORT
Complete 540
Triangle Expressway Southeast Extension
Wake and Johnston Counties
STIP Project Nos. R-2721, R-2828, and R-2829
State Project Nos. 6.401078, 6.401079, and 6.401080
Federal Aid Project Nos. STP-0540(19), STP-0540(20), and STP-0540(21)
WBS Nos. 37673.1.TA2, 35516.1.TA2, and 35517.1.TA1
Prepared for:
North Carolina Department of Transportation
North Carolina Turnpike Authority
Prepared By:
H. W. Lochner, Inc.
LOCHNER
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Erica Salutz Da e � David Shannon, PE Date
Modeler/Analyst: Reviewer/Quality Control
Accepted By:
�c� oZg o2,Dl�
Gregory A. Smith, LG, P Date
Traffic Noise and Air Quality Supervisor, NCDOT

Executive Summary
The North Carolina Department of Transportation (NCDOT), in cooperation with the Federal Highway
Administration (FHWA), is proposing the completion of the 540 Outer Loop by way of ihe Southeast
Extension of the Triangle Expressway in Wake and Johnston Counties. The project is included in the
Statewide Transportation Improvement Program (STTP) as No. R-2721, R-2828 and R-2829. Seventeen
Detailed Study Alternatives (DSAs) have been developed and investigated which consist of various portions
of the Orange, Lilac, Purple, Blue, Red, Green, Brown, Mint, Tan and Teal corridors.
This Air Quality Analysis Report was completed in compliance with the Clean Air Act (CAA) and its
amendments, related Federal regulations and FHWA Guidance.
The primary pollutants from motor vehicles are unburned hydrocarbons, nitrogen oxides (NOx), carbon
monoxide (CO) and particulates. Hydrocarbons (HC) and nitrogen oxides (NOx) can combine in a complex
series of reactions catalyzed by sunlight to produce photochemical oxidants such as ozone and NO2.
Because these reactions take place over a period of several hours, maximum concentrations of
photochemical oxidants are often found far downwind of the precursor sources. These pollutants are
regional problems.
Johnston County is in attainment with the United States Environmental Protection Agency's (EPA)
National Ambient Air Quality Standards (NAAQS) as shown in Table 2. With the exception of CO, Wake
County was in attainment with the NAAQS when the air quality study was initiated. Wake Counry was in a
maintenance area for CO at that time but has since been designated as in attainment. A CO hot spot
analysis was completed for the portion of the Complete 540 project located in Wake County even though
one is no longer required.
Hot spot analysis was conducted for the CO in Wake County. Along the seventeen DSAs three
intersections were chosen to be used in the analysis. The CO analysis was co�npleted using MOVES2010b
and CAL3QHC, and was done for the year of opening (2022), five years after opening (2027) and the
design year (2035). The hot spot analysis found that the projected CO concentration levels do not violate
the NAAQS. For the seventeen DSAs, the l-hour and 8-hour CO concentrations are not expected to exceed
3.6 and 2.8 ppm (including background contributions), respectively, at any of the sites for any of the three
years investigated. For the No Build Alternative, the ]-hour and 8-hour CO concentrations are not expected
to exceed 3.8 and 3.0 ppm (including background contributions), respectively, at any of the sites for any of
the three years investigated.
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STlP Froject Nos. R-2721, R-2828, and R-2829 — October 201 S

Since the project is located in an area that is in attainment for particulate matter, a detailed study of
particulate matter is not required. It is unlikely that the project will have an effect on particulate matter
that would exceed the health-based levels when considering background concentrations.
Mobile Source Air Toxics — In sum, under all DSAs in the design year it is expected there would be
slightly higber MSAT emissions in the project study area relative to the No Build Alternative due to the
increased VMT. In comparing the DSAs, MSAT levels could be higher in some locations than others, but
current tools and science are not adequate to quantify them. However, in considering the project study area,
EPA's vehicle and fuel regulations, coupled with fleet turnover, will over time cause substantial reductions
that, in almost all cases, will cause area-wide MSAT levels to be significantly lower than today.
Construction Air Qualiry — Provided local ordinances for open burning and dust are followed, significant
air quality impacts due to construction of the Complete 540 project are not anticipated. There would also
be emissions related to construction equipment and vehicles. However, these impacts related to construction
would be temporary. The proposed project would be constructed in phases, limiting the overall construction
activity occurring at any one location.
Based on the air quality analysis completed for the proposed improvements, the Complete 540 project
would not cause or contribute to any violation of the NAAQS.
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Air Quality Analysis Report
STlP Froject Nos. R-2721, R-2828, and R-2829 — October 201 S

TABLE OF CONTENTS
EXECUTIVE SUMMARY ....................................................................................... i
1 INTRODUCTION ...............................................................................................1
2 PURPOSE ..........................................................................................................2
3 CRITERIA POLLUTANTS ...................................................................................2
3.1. CARBON MONOXIDE ..................................................................................3
3.2 HYDROCARBONS AND NITROGEN OXIDE ..................................................4
3.3 PARTICULATE MATTER AND SULFUR DIOXIDE ..........................................4
3.4 LEAD ..........................................................................................................5
4 CO MICROSCALE ANALYSIS .............................................................................5
4.1 RECEPTOR SITES .......................................................................................5
4.2 YEARS ANALYZED ......................................................................................6
4.3 BACKGROUND CONCENTRATIONS .............................................................6
4.4 MICROSCALE ANALYSIS METHOD AND MODEL DESCRIPTION ..................6
4.5 RESULTS ..................................................................................................10
4.6 EVALUATION OF RESULTS .......................................................................12
5 ATTAINMENT STATUS AND CONFORMITY ......................................................12
6 PARTICULATE MATTER ...................................................................................13
7 MOBILE SOURCE AIR TOXICS .........................................................................13
7.1 BACKGROUND ..........................................................................................13
7.2 MOTOR VEHICLE EMISSIONS SIMULATOR (MOVES) ...............................14
7.3 MSAT RESEARCH .....................................................................................14
7.4 NEPA CONTEXT ........................................................................................15
7.5 ANALYSIS OF MSAT IN NEPA DOCUMENTS ..............................................15
7.6 QUALITATIVE MSAT ANALYSIS ...............................................................15
7.7 INCOMPLETE OR UNAVAILABLE INFORMATION FOR PROJECT-SPECIFIC
MSAT HEALTH IMPACTS ANALYSIS .........................................................17
7.8 MSAT CONCLUSION .................................................................................19
8 CONSTRUCTION AIR QUALITY .......................................................................19
9 CONCLUSION .................................................................................................20
LIST OF TABLES
TABLE 1 DETAILED STUDY ALTERNATIVE (DSA) COMPONENTS 1
TABLE 2 NATIONAL AMBIENT AIR QUALITY STANDARDS ........................................ 3
TABLE 3 COMPOSITE CARBON MONOXIDE EMISSION FACTORS ..............................8
TABLE 4 CAL3QHC MODEL VARIABLES .................................................................. 9
TABLE 5 PREDICTED CARBON MONOXIDE CONCENTRATIONS - BELLS LAKE ROAD
INTERSECTION .................................................................................... 10
TABLE 6 PREDICTED CARBON MONOXIDE CONCENTRATIONS - US 401
INTERSECTION .................................................................................... 11
TABLE 7 PREDICTED CARBON MONOXIDE CONCENTRATIONS - OLD STAGE ROAD
INTERSECTION ................................................................................... 11
TABLE 8 VEHICLE MILES AND VEHICLE HOURS TRAVELED UNDER VARIOUS
SCENARIOS ........................................................................................ 16
LIST OF FIGURES
FIGURE 1 PROJECT LOCATION MAP
FIGURE 2 AIR QUALITY ANALYSIS LOCATIONS
FIGURE 3 NATIONAL MSAT EMISSION TRENDS
APPENDICES
APPENDIX A MOVES2010B EMISSION FACTORS
APPENDIX B CAL3QHC CARBON MONOXIDE CONCENTRATIONS
ttt
Air Quality Analysis Report
STlP Froject Nos. R-2721, R-2828, and R-2829 — October 201 S

1 INTRODUCTION
The North Carolina Department of Transportation (NCDOT), in cooperation with the Federal Highway
Administration (FHWA), is proposing the completion of the 540 Outer Loop by way of the Southeast
Extension of the Triangle Expressway in Wake and Johnson Counties. This action is designated as three
projects in the NCDOT 2012-2018 Statewide Transportation Improvement Program (STIP): R-2721, R-
2828, and R-2829. Together, these STIP projects would combine to complete the 540 Outer Loop around
the Raleigh metropolitan area. Seventeen Detailed Study Alternatives (DSAs) have been developed and
investigated which consist of various combinations and portions of the Orange, Lilac, Purple, Blue, Red,
Green, Brown, Mint, Tan and Teal corridors. Figure 1 shows the project area and the Detailed Study
Alternatives (DSAs).
Table 1: Detailed Study Alternative (DSA) Components
DSA Corridors
1 Oran e to Green
2 Oran e to Green to Mint Green to Green
3 Oran e to Brown (South) to Tan (North) to Green
4 Oran e to Brown to Green
5 Oran e to Green to Teal to Brown to Green
6 Oran e to Red to Green
7 Oran e to Red to Mint Green to Green
8 Orange to Pur le-Blue-Lilac to Green
9 Oran e to Pur le-B1u�Lilac to Green to Mint Green to Green
10 Orange to Pur le-B1u�Lilac to Brown (South) to Tan (North) to Green
11 Oran e to Pur le-Blue-Lilac to Brown to Green
12 Oran e to Pur le-Blue-Lilac to Green to Teal to Brown to Green
13 Orange to Lilac (at Sauls Road) to Green
14 Oran e to Lilac (at Sauls Road) to Green to Mint Green to Green
15 Orange to Lilac (at Sauls Road) to Brown (South) to Tan (North) to Green
16 Orange to Lilac (at Sauls Road) to Brown to Green
17 Oran e to Lilac (at Sauls Road) to Green to Teal to Brown to Green
Air pollution originates from various sources. Emissions from industry and internal combustion engines
are the most prevalent sources. The impact resulting from highway construction ranges from intensifying
existing air pollution problems to improving the ambient air quality. Changing traffic patterns are a
primary concern when determining the impact of a new highway facility or the improvement of an existing
highway facility. The primary pollutants from motor vehicles are unburned hydrocarbons, nitrogen oxides
(NOx), carbon monoxide (CO) and particulates. Hydrocarbons (HC) and NOx can combine in a complex
series of reactions catalyzed by sunlight to produce photochemical oxidants such as ozone and nitrogen
Air Quality Analysis Report
STIP Project Nos. R-2721, R-2828, and R-2829— October 201 S

dioxide (NOz). Because these reactions take place over a period of several hours, maximum concentrations
of photochemical oxidants are often found far downwind of the precursor sources. These pollutants are
regional problems. Nationally and, particularly in urban areas, the majority of CO emissions come from
mobile sources. For this reason, most of the analysis presented herein is concerned with determining
expected carbon monoxide levels in the viciniry of the project due to traffic flow.
2 PURPOSE
In compliance with the Clean Air Act (CAA) and its amendments, related Federal regulations and FHWA
Guidance, this report discusses the conformity status and the air quality impact of the proposed Complete
540 project. This report is the technical document to support the Environmental Impact Statement being
prepared for the proposed project.
This document addresses the status of this project's conformity in accordance with 40 CFR Parts 51 and
93, "Criteria and Procedures for Determining Conformity to State or Federal Implementation Plans of
Transportation Plans, Programs, and Projects Funded or Approved Under Title 23 USC or the Federal
Transit Act". It presents a qualitative analysis of Mobile Source Air Toxics (MSATs) for the design year
(2035). This document also presents a CO microscale analysis for the anticipated first year of completion
(2022), the opening year + 5 years (2027) and the design year (2035) comparing the results to the
National Ambient Air Quality Standards (NAAQS).
3 CRITERIA POLLUTANTS
The Federal Clean Air Act of l 970 established the NAAQS. These were established in order to protect
public health, safety, and welfare from lrnown or anticipated effects of air pollutants. The National
Ambient Air Quality Standards are presented in Table 2.
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Table 2: National Ambient Air Quality Standards
Pollutant Primary/ AveragingTime Level Form
[final rule cite] Secondary
Carbon Monoxide 8-hour 9 ppm
primary Not to be exceeded more than once per year
[76 FR 54294, Aug 31, 2011] 1-hour 35 ppm
Lead primary and Rolling 3 month
[73 FR 66964, Nov 12, 2008] secondary average 0.15 µg/m3 (1) Not to be exceeded
Nitrogen Dioxide primary 1-hour 100 ppb 98th percentile, averaged over 3 years
[75 FR 6474, Feb 9, 2010] primary and
Annual 53 ppb (2) Annual Mean
[61 FR 52852, Oct 8, 1996] secondary
Ozone primary and Annual fourth-highest daily maximum 8-hr
8-hour 0.075 ppm (3)
[73 FR 16436, Mar 27, 2008] secondary concentration, averaged over 3 years
primary Annual 1Z µg/m3 annual mean, averaged over 3 years
secondary Annual 15 µg/m3 annual mean, averaged over 3 years
P Mz. s
Particle Pollution primary and Z4-hour 35 µg/m3 98th percentile, averaged over 3 years
14-Dec-12 secondary
primary and 3 Not to be exceeded more than once per year
PMlo 24-hour 150 µg/m
secondary on average over 3 years
Sulfur Dioxide 99th percentile of 1-hour daily maximum
primary 1-hour 75 ppb (4)
[75 FR 35520, Jun 22, 2010] concentrations, averaged over 3 years
[38 FR 25678, Sept 14, 1973] secondary 3-hour 0.5 ppm Not to be exceeded more than once per year
(1) Final rule signed October 15, 2008. The 1978 lead standard (1.5 Ng/m3 as a quarterly average) remains in effect until one year after
an area is designated for the 2008 standard, except that in areas designated nonattainment for the 1978, the 1978 standard remains in
effect until implementation plans to attain or maintain the 2008 standard are approved.
(2) The official level of the annual NO2 standard is 0.053 ppm, equal to 53 ppb, which is shown here for the purpose of clearer
comparison to the 1-hour standard.
(3) Final rule signed March 12, 2008. The 1997 ozone standard (0.08 ppm, annual fourth-highest daily maximum 8-hour concentration,
averaged over 3 years) and related implementation rules remain in place. In 1997, EPA revoked the 1-hour ozone standard (0.12 ppm,
not to be exceeded more than once per year) in all areas, although some areas have continued obligations under that standard ("anti-
backsliding"). The 1-hour ozone standard is attained when the expected number of days per calendar year with maximum hourly average
concentrations above 0.12 ppm is less than or equal to 1.
(4) Final rule signed June 2, 2010. The 1971 annual and 24-hour S02 standards were revoked in that same rulemaking. However, these
standards remain in effect until one year after an area is designated for the 2010 standard, except in areas designated nonattainment for
the 1971 standards, where the 1971 standards remain in effect until implementation plans to attain or maintain the 2010 standard are
approved.
3.1. CARBON MONOXIDE
Carbon monoxide is a colorless and odorless gas which is the product of incomplete combustion, and is
the major pollutant from gasoline fueled motor vehicles. CO is a localized air quality issue. In order to
determine the ambient CO concentration at a receptor near a highway, two concentration components must
be used: local and backgound. The local concentration is defned as the CO emissions from cars operating
on highways in the near viciniry (i.e., distances within 400 feet) of the receptor location. The background
concentration is defined by the Narth Carolina Department of Environment and Natural Resources
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STIP Project Nos. R-2721, R-2828, and R-2829— October 201 S

(NCDENR) as "the concentration of a pollutant at a point that is the result of emissions outside the local
viciniry; that is, the concentration at the upwind edge of the local sources."
In this study, the local concentration was determined by using line source computer modeling and the
background component was obtained from NCDENR, Division of Air Quality. Once the two
concentration components were ascertained, they were added together to determine the ambient CO
concentration for the area in question and to compare to the NAAQS.
The background concentration for the 1-hour CO analysis was 2.9 parts per million (ppm) and the 8-hour
persistence factor was 0.79 as identified by NCDENR, Division of Air Quality.
A detailed description of the microscale analysis is in Section 3.
3.2 HYDROCARBONS AND NITROGEN OXIDE
Automobiles are regarded as sources of hydrocarbons and nitrogen oxides. Hydrocarbons and nitrogen
oxides emitted from cars are carried into the atmosphere where they react with sunlight to form ozone (03)
and nitrogen dioxide (NOZ). Automotive emissions of HC and NOx are expected to decrease in the future
due to the continued installation and maintenance of pollution control devices on new cars. However,
regarding area-wide emissions, these technological improvements may be offset by the increasing number
of cars on the transportation facilities of the area.
The photochemical reactions that form ozone and nitrogen dioxide require several hours to occur. For this
reason, the peak levels of ozone generally occur 6 to 12 miles downwind of the source of hydrocarbon
emissions. Urban areas as a whole are regarded as sources of hydrocarbons, not individual streets and
highways. The emissions of all sources in an urban area mix in the atmosphere, and, in the presence of
sunlight, this mixture reacts to form ozone, nitrogen dioxide, and other photochemical oxidants. The best
example of this type of air pollution is the smog that forms in Los Angeles, California.
3.3 PARTICULATE MATTER AND SULFUR DIOXIDE
Particulate matter (PM) includes both airborne solid particles and liquid droplets. These liquid particles
come in a wide range of sizes. PMio particulates are coarse particles, such as windblown dust from fields
and unpaved roads. PM2.5 particulates are fine particles generally emitted from activities such as industrial
and residential combustion and from vehicle exhaust. Automobiles are not regarded as significant sources
of PM and sulfur dioxide (SOz). Nationwide, highway sources account for less than seven percent of
particulate matter emissions and less than two percent of sulfur dioxide emissions. PM and SOz emissions
are predominantly the result of non-highway sources (e.g., industrial, commercial, and agricultural).
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STIP Project Nos. R-2721, R-2828, and R-2829— October 201 S

Because emissions of particulate matter and sulfur dioxide from automobiles are very low, there is no
reason to suspect that traffic on the project will cause air quality standards far particulate matter and
sulfur dioxide to exceed the NAAQS. Wake and Johnston counties are in attainment with the PM and SOZ
NAAQS.
3.4 LEAD
Automobiles without catalytic converters can burn regular gasoline. The burning of regular gasoline emits
lead as a result of regular gasoline containing tetraethyl lead, which is added by refineries to increase the
octane rating of the fuel. Newer cars with catalytic converters burn unleaded gasoline, thereby eliminating
lead emissions. Also, the United States Environmental Protection Agency (EPA) has required the
reduction in the lead content of leaded gasoline. The overall average lead content of gasoline in l 974 was
approximately 0.53 gram per liter. By 1989, this composite average had dropped to 0.003 gram per liter.
The Clean Air Act Amendments of 1990 made the sale, supply, or transport of leaded gasoline or lead
additives unlawful after December 31, 1995. Because of these reasons, it is not expected that traffic on the
proposed project will cause the NAAQS for lead to be exceeded. Wake and Johnston counties are in
attainment with the Lead NAAQS.
4 CO MICROSCALE ANALYSIS
A microscale air quality analysis was performed to determine future CO concentrations resulting from the
proposed highway improvements. "CAL3QHC - A Modeling Methodology For Predicting Pollutant
Concentrations Near Roadway Intersections" was used to predict the CO concentration near sensitive
receptors.
Inputs into the mathematical model used to estimate hourly CO concentrations consisted of a level
roadway under normal conditions with predicted traffic volumes, vehicle emission factors, and worst-case
meteorological parameters. The traffic volumes are based on the annual average daily traffic projections.
Carbon monoxide vehicle emission factors were calculated for the years 2022, 2027 and 2035 using the
EPA publication "Mobile Source Emission Factors", and the MOVES2010b mobile source emissions
computer model.
4.1 RECEPTOR SITES
For the DSAs being studied, three intersections having the potential for generating the highest CO
concentration were identified across all of the 17 DSAs. The determination of which intersections have tbe
potential for generating the highest concentration of CO is primarily dependant on traffic volumes and
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STIP Project Nos. R-2721, R-2828, and R-2829— October 201 S

congestion. The three intersections with the highest volume of entering vehicles and the worst Levels of
Service (D for either AM or PM) are the intersections of Fayetteville Road at the Orange Corridor
proposed South 540 ramps, Old Stage Road at the Red Corridor proposed North 540 ramps, and Bells
Lake Road at the Orange Corridor proposed South 540 ramps. See Figure 2 for locations of the air qualiry
receptar srtes.
The intersection of Fayetteville Road and proposed 540 is located within DSAs 1 through 7 and 13
through 17. The intersection of Old Stage Road and proposed 540 is located within DSAs 1 through 5 and
13 through 17. The intersection of Bells Lake Road and proposed 540 is located within DSAs 6 through 7.
None of the three intersections studied are along DSAs 8 through 12 which are DSAs that include the
Purple and Blue Corridors because those DSAs are predicted to have lower traffic volumes and levels of
congestion. Since the three intersections studied are worst-case scenarios, the results can reasonably be
applied to DSAs 8 through 12.
4.2 YEARS ANALYZED
Air quality projections were calculated for the completion year (2022), interim year after project
completion (2027), and the design year (2035).
4.3 BACKGROUND CONCENTRATIONS
The background concentration for the 1-hour CO analysis was 2.9 parts per million (ppm) and the 8-hour
persistence factor was 0.79 as identified by NCDENR, Division of Air Quality.
4.4 MICROSCALE ANALYSIS METHOD AND MODEL DESCRIPTION
Microscale CO projections were made using the EPA-approved MOVES20l Ob and CAL3QHC (Version
2.0) computer models. MOVES2010b was used to determine CO emission factors which, in turn, were
used in the CAL3QHC model to generate CO concentrations. CAL3QHC is a versatile dispersion model
which predicts CO concentrations for roadway segments and/or intersections. It utilizes CALINE3 for all
concentrafion computations.
The computed pollution concentration values from CAL3QHC represent combinations of both those levels
generated by roadway traffic and assumed background concentrations. Air pollutant concentrations are
dependent upon factors such as meteorological and source characteristics, as well as the dispersion and
distribution of emissions. Tbe values for the factors that were used in the MOVES20l Ob and CAL3QHC
computer simulations for the study are presented below.
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STIP Project Nos. R-2721, R-2828, and R-2829— October 201 S

4.4.1 Emission Factors
To develop emission factors which would be representative of localized conditions for the investigated
years, a number of variables were utilized. Section 4.4.2 contains a list of the variables used in the
MOVES2010b program. Table 3 has a summary of the emission factors used for the project. The
MOVES2010b printouts, from which this information was obtained, are contained in Appendix A.
4.4.2 MOVES2010b VARIABLES
• Basic Run Specification Inputs
o Scale
■ Domain/Scale: Project
■ Calculation Type: Inventory
o Time Spans
■ Years: 2022, 2027, and 2035
■ Months: January
■ Days: Weekdays
■ Hours: AM or PM peak, dependent on the intersection scenario under study
o Geographic Bounds: NORTH CAROLINA — Wake County
o On Road Vehicle Equipment
■ Fuels: Diesel Fuel and Gasoline
■ All Source Use Types
■ All Resulting Fuel/Type Combinations Except far:
• Diesel FueUMotarcycle
• Gasoline/Combination Long-haul Truck
• Gasoline/Intercity Bus
o Road Type: Urban Unrestricted Access
o Polluiants And Processes: Carbon Monoxide (CO)
■ Running Exhaust
■ Crankcase Running Exhaust
o GeneralOutput
■ Mass Units: Grams
■ Energy Units: Joules
■ Distance Units: Miles
■ Activity: Distance Traveled and Population
• Project Data Manager
o Fuel: Default Fuel Formulation and Fuel Supply Data in MOVES
o Meteorology Data: Data to be obtained from NCDENR
o I/M Programs: Data to be obtained from NCDENR (same for all UM programs in North Carolina)
o Operating Mode Distribution: n/a
o Age Distribution: County-specific data to be obtained from NCDENR
o Fueltype and Technologies: Default Alternative Vehicle Fuel Type Data in MOVES
■ Will be modified to exclude CNG buses
o Links: User-generated based on specified intersection scenario
• Posted speed limit is 65 mph along proposed 540
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STIP Project Nos. R-2721, R-2828, and R-2829— October 201 S

■ Posted speed limit is 55 rr�ph along Fayetteville Road
■ Posted speed limit is 45 mph along Old Stage Road
■ Posted speed limit is 45 mph along Bells Lake Road
o Link Source Types: County-specific data to be obtained from NCDENR
o Link Drive Schedules: n/a
o Off-Netwark: n/a
TABLE 3: COMPOSITE CARBON MONOXIDE EMISSION FACTORS
Average Vehicle Year
Speed 2022 2027 2035
(MPH)
Idle 21.05 16.11 13.52
30 4.42 3.87 3.68
40 3.93 3.45 3.27
65 4.06 3.54 3.35
CO emission factors for all vehicles are measured in grams/hour for idle condition and grams/mile for operating speeds.
4.4.3 Predicted Concentrations
Table 4 contains a summary of all the variables, except trafiic, that were used in the CAL3QHC model to
compute predicted l-hour CO concentrations at the investigated sites. To account for the variation in
traffic and meteorological conditions over time, a persistence factor was used to convert the 1-hour
concentration to a predicted 8-hour average concentration. The recommended persistence factor of 0.79
for the Wake Counry area was used to convert the 1-hour concentrations to 8-hour average concentrations
in this study.
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STIP Project Nos. R-2721, R-2828, and R-2829— October 201 S

TABLE 4: CAL3QHC MODEL VARIABLES
Factor T e Classification Factor
Wind Speed 1 m/s
Meteorological �Nind Direction Program computes worst direction for each receptor.
Factors
Stability Class D
Mixing Height 1000 meters
AveragingTime 60 minutes
General Factors
Surface 108 cm (Single Family Residential)
Roughness
Type/Height Assume roadways are at grade.
Mixing Cell Total width of free-flow lanes plus 10 feet.
Width
Traffic Volume Traffic volumes were based on the design hourly volumes.
Roadway Link Knowing the year of analysis and the anticipated average vehicle
Data speed for the roadway under investigation, the emission factor for
Emission Factors each roadway link was determined from the results of the
MOVES2010b computer run (refer to Table 2).
Link Coordinates
Mapping that was used to identify the link coordinates is in the
project file.
Receptor Data
Each receptor was assumed to be six feet above the ground elevation. They were identified utilizing the same
coordinate system as the roadway links. They appear on the same maps with the roadway links.
Background Concentrations
The background concentration for the 1-hour CO analysis was 2.9 parts per million (ppm) and the 8-hour
persistence factor was 0.79 as identified by NCDENR, Division of Air Quality.
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STIP Project Nos. R-2721, R-2828, and R-2829— October 201 S

4.5 RESULTS
The results from the microscale analysis for the three intersections being investigated in this analysis are
summarized in Tables 3, 4 and 5. These tables include the 1-hour and 8-hour concentrations far each
analyzed receptor for the three years investigated. The CAL3QHC printouts, from which tbe 1-hour
concentrations in Tables 5, 6 and 7 were developed, are included in Appendix B.
TABLE 5: PREDICTED CARBON MONOXIDE CONCENTRATIONS -
BELLS LAKE ROAD INTERSECTION
(Parts Per Million)
Bells Lake Road Intersection
Anal sis Site
Scenario Year
1 2 3 4 5 6 7 8 9 10
2022-Completion Year 3.0 3.0 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9
Build 2027 - Interim Year 3.0 3.0 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9
1-Hour1 2035 - Design Year 3.2 3.2 3.0 3.0 3.2 3.2 3.2 3.2 3.2 3.2
2022-Completion Year 3.0 3.0 2.9 2.9 3.0 3.0 3.0 2.9 2.9 2.9
No Build 2027 - Interim Year 3.0 3.0 2.9 2.9 3.0 3.0 3.0 3.0 3.0 2.9
2035 - Design Year 3.1 3.1 3.0 2.9 3.0 3.0 3.0 3.0 3.0 3.0
2022-Completion Year 2.4 2.4 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3
Build 2027 - Interim Year 2.4 2.4 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3
z 2035 - Design Year 2.5 2.5 2.4 2.4 2.5 2.5 2.5 2.5 2.5 2.5
8-Hour
2022-Completion Year 2.4 2.4 2.3 2.3 2.4 2.4 2.4 2.3 2.3 2.3
No Build 2027 - Interim Year 2.4 2.4 2.3 2.3 2.4 2.4 2.4 2.4 2.4 2.3
2035 - Design Year 2.4 2.4 2.4 2.3 2.4 2.4 2.4 2.4 2.4 2.4
' Includes 2.9 ppm Background concentration
�Includes 2.3 ppm Background concentration
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TABLE 6: PREDICTED CARBON MONOXIDE CONCENTRATIONS -
FAYETTEVILLE ROAD (US 401)
(Parts Per Million)
Fa etteville Road Intersection
Anal sis Site
Scenario Year
1 2 3 4 5 6 7 8 9 l0 11 12 l3
2022-Completion Year 3.1 3.3 3.4 3.3 3.3 3.2 3.1 3.3 3.4 3.3 3.4 3.4 2.9
Build 2027 - Interim Year 3.1 3.3 3.5 3.5 3.5 3.2 3.1 3.4 3.6 3.5 3.5 3.4 2.9
1 2035 - Design Year 3.1 3.2 3.4 3.3 3.2 3.2 3.2 3.2 3.4 3.4 3.5 3.4 2.9
1-Hour
2022-Completion Year 3.1 3.1 3.3 3.3 3.3 3.1 3.1 3.1 3.5 3.1 3.1 3.2 3.0
No Build 2027 - Interim Year 3.1 3.1 3.3 3.3 3.3 3.1 3.1 3.1 3.5 3.1 3.1 3.1 3.0
2035 - Design Year 3.1 3.1 3.4 3.3 3.4 3.1 3.1 3.2 3.5 3.1 3.2 3.3 3.0
2022-Completion Year 2.4 2.6 2.7 2.6 2.6 2.5 2.4 2.6 2.7 2.6 2.7 2.7 2.3
Build 2027 - Interim Year 2.4 2.6 2.8 2.8 2.8 2.5 2.4 2.7 2.8 2.8 2.8 2.7 2.3
2 2035 - Design Year 2.4 2.5 2.7 2.6 2.5 2.5 2.5 2.5 2.7 2.7 2.8 2.7 2.3
8-Hour
2022-Completion Year 2.4 2.4 2.6 2.6 2.6 2.4 2.4 2.4 2.8 2.4 2.4 2.5 2.4
No Build 2027 - Interim Year 2.4 2.4 2.6 2.6 2.6 2.4 2.4 2.4 2.8 2.4 2.4 2.4 2.4
2035 - Design Year 2.4 2.4 2.7 2.6 2.7 2.4 2.4 2.5 2.8 2.4 2.5 2.6 2.4
' Includes 2.9 ppm background concentration
�Includes 2.3 ppm background concentration
TABLE 7: PREDICTED CARBON MONOXIDE CONCENTRATIONS-
OLD STAGE ROAD
(Parts Per Million)
Old Sta e Road Intersection
Anal sis Site
Scenario Year
1 2 3 4 5 6 7 8 9 10 11 12 13
2022-Completion Year 3.2 3.4 3.2 3.2 2.9 2.9 3.0 2.9 2.9 3.1 3.1 3.1 3.1
Build 2027 - Interim Year 3.2 3.4 3.2 3.2 2.9 2.9 3.1 2.9 2.9 3.1 3.1 3.1 3.1
1-Hour1 2035 - Design Year 3.4 3.5 3.2 3.3 2.9 2.9 3.4 3.0 3.0 3.1 3.0 3.0 3.4
2022-Completion Year 3.1 3.0 3.0 3.0 3.0 3.2 3.6 3.3 3.3 3.1 3.0 3.3 3.3
No Build 2027 - Interim Year 3.1 3.0 3.0 3.0 3.0 3.2 3.7 3.3 3.3 3.2 3.1 3.3 3.3
2035 - Design Year 3.1 3.1 3.1 3.1 3.0 3.3 3.8 3.3 3.5 3.3 3.1 3.3 3.5
2022-Completion Year 2.5 2.7 2.5 2.5 2.3 2.3 2.4 2.3 2.3 2.4 2.4 2.4 2.4
Build 2027 - Interim Year 2.5 2.7 2.5 2.5 2.3 2.3 2.4 2.3 2.3 2.4 2.4 2.4 2.4
2 2035 - Design Year 2.7 2.8 2.5 2.6 2.3 2.3 2.7 2.4 2.4 2.4 2.4 2.4 2.7
8-Hour
2022-Completion Year 2.4 2.4 2.4 2.4 2.4 2.5 2.8 2.6 2.6 2.4 2.4 2.6 2.6
No Build 2027 - Interim Year 2.4 2.4 2.4 2.4 2.4 2.5 2.9 2.6 2.6 2.5 2.4 2.6 2.6
2035 - Design Year 2.4 2.4 2.4 2.4 2.4 2.6 3.0 2.6 2.8 2.6 2.4 2.6 2.8
' Includes 2.9 ppm background concentration
zIncludes 2.3 ppm background concentration
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4.6 EVALUATION OF RESULTS
In comparing the projected CO concentration levels in Tables 5, 6 and 7 with the National A�nbient Air
Quality Standards, no violations of the 1-hour standard (35 ppm) or 8-hour standard (9 ppm) are
expected. For the build scenario the 1-hour and 8-hour CO concentrations are not expected to exceed 3.6
and 2.8 ppm (including background contributions), respectively, at any of the sites for any of the three
years investigated. For the no build scenario, the 1-hour and 8-hour CO concentrations are not expected to
exceed 3.8 and 3.0 ppm (including background contributions), respectively, at any of the sites for any of
the three years investigated. Since the three intersections studied represent worst-case scenarios, these
results can reasonably be applied to all l 7 DSAs.
5 ATTAINMENT STATUS AND CONFORMITY
The project is located in Wake and Johnston Counties, which are within the Raleigh-Durham attainment
area for fine particles PM 2.5 as defined by the EPA.
Wake and Johnston Counties are designated as an attainment area for 03 under the eight-hour ozone
standard.
The project is located in Wake County, which is within the Raleigh-Durham maintenance area for CO as
defined by the EPA. The Raleigh-Durham area was redesignated for CO on September 18, 1995 and due
to improved monitoring data was placed under a limited maintenance plan (conformiry is required without
a regional emissions analysis) on July 22, 2013. Section 176(c) of the CAAA requires that transportation
plans, programs, and projects conform to the intent of the state air quality implementation plan (SIP). The
current SIP does not contain any transportation control measures for Wake County. The Capital Area
Metropolitan Planning Organization (MPO) 2040 Long Range Transportation Plan (LRTP), and the
2012-2018 Transportation Improvement Programs (TIP) confarm to the intent of the SIP. The USDOT
made a conformity determination on the Capital Area MPO LRTP on June 14, 2013, and the TIP on
December 15, 2014. The current conformity determination is consistent with the final conformity rule
found in 40 CFR Parts 51 and 93. There are no significant changes in the project's design concept or
scope, as used in the conformiry analyses.
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6 PARTICULATE MATTER
This project is not considered a project of local air qualiry concern since it primarily serves gasoline-
powered vehicle traffic, does not serve a significant volume of diesel truck traffic and does not connect a
highway with a major freight, bus or intermodal faciliry. A qualitative PM2.5 hot-spot analysis is not
required for this project since it is not a project of local air qualiry concern. The Clean Air Act and 40
CFR 93.1 l 6 requirements were met without a hot-spot analysis, since this project has been found not to be
of air qualiry concern under 40 CFR 93.123(b)(1). Wake and Johnston counties are in attainment with PM
NAAQS. This project meets the statutory transportation conformity requirements without a hotspot
analysis.
Since the project is located in an area that is in attainment for particulate matter, a detailed study of
particulate matter is not required. It is unlikely that the project will have an effect on particulate matter
that would exceed the health-based levels when considering background concentrations.
7 MOBILE SOURCE AIR TOXICS
7.1 BACKGROUND
Controlling air toxic emissions became a national priority with the passage of the Clean Air Act
Amendments (CAAA) of 1990, whereby Congress mandated that the U.S. Environmental Protection
Agency (EPA) regulate 188 air toxics, also known as hazardous air pollutants. The EPA has assessed this
expansive list in their latest rule on the Control of Hazardous Air Pollutants from Mobile Sources (Federal
Register, Vol. 72, No. 37, page 8430, February 26, 2007) and identified a group of 93 compounds emitted
from mobile sources that are listed in their Integrated Risk Information System (IRIS)
(http://www.epa.gov/ncea/iris/index.html). In addition, EPA identified seven compounds with significant
contributions from mobile sources that are among the national and regional-scale cancer risk drivers from
their 1999 National Air Toxics Assessment (NATA) (http://www.epa.gov/ttn/atw/nata1999/). These are
acrolein, benzene, 1,3-butadiene, diesel particulate matter plus diesel exhaust organic gases (diesel PM),
formaldehyde, naphthalene and polycyclic organic matter. While FHWA considers these the priority
mobile source air toxics, the list is subject to change and may be adjusted in consideration of future EPA
rules. The 2007 EPA rule mentioned above requires controls that will dramatically decrease MSAT
emissions through cleaner fuels and cleaner engines.
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7.2 MOTOR VEHICLE EMISSIONS SIMULATOR (MOVES)
According to the EPA, MOVES improves upon the previous MOBILE model in several key aspects:
MOVES is based on vast amount of in-use vehicle data collected and analyzed since the latest release of
MOBILE, including millions of emissions measurements from light-duty vehicles. Analysis of this data
enhanced EPA's understanding of how mobile sources contribute to emissions inventories and the relative
effectiveness of various control strategies. In addition, MOVES accounts for the significant effects that
vehicle speed and temperature have on PM emissions estimates, whereas MOBILE did not.
MOVES2010b includes all air toxic pollutants in NATA that are emitted by mobile sources. EPA has
incorporated more recent data into MOVES2010b to update and enhance the quality of MSAT emission
estimates. These data reflect advanced emission control technology and modern fuels plus additional data
for older technology vehicles.
Based on an FHWA analysis using EPA's MOVES2010b model, as shown in Figure 3, even if vehicl�
miles traveled (VMT) increases by 102 percent as assumed from 2010 to 2050, a combined reduction of
83 percent in the total annual emissions for the prioriry MSAT is projected for the same time period.
The implications of MOVES on MSAT emissions estimates compared to MOBILE are: lower estimates of
total MSAT emissions; significantly lower benzene emissions; significantly higher diesel PM emissions,
especially for lower speeds. Consequently, diesel PM is projected to be the dominant component of the
emissions total.
7.3 MSAT RESEARCH
Air toxics analysis is a continuing area of research. While much work has been done to assess the overall
health risk of air toxics, many questions remain unanswered. In particular, the tools and techniques for
assessing project-specific health outcomes as a result of lifetime MSAT exposure remain limited. These
limitations impede the ability to evaluate how the potential health risks posed by MSAT exposure should
be factored into project-level decision-making within the context of the National Environmental Policy Act
(NEPA).
Nonetheless, air toxics concerns continue to be raised on highway projects during the NEPA process.
Even as the science emerges, we are duly expected by the public and other agencies to address MSAT
impacts in our environmental documents. The FHWA, EPA, the Health Effects Institute, and others have
funded and conducted research studies to try to more clearly define potential risks from MSAT emissions
associated with highway projects. The FHWA will continue to monitor the developing research in this
emerging field.
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7.4 NEPA CONTEXT
NEPA requires, to the fullest extent possible, that the policies, regulations, and laws of the Federal
Government be interpreted and administered in accordance with its environinental protection goals. The
NEPA also requires Federal agencies to use an interdisciplinary approach in planning and decision-making
for any action that adversely impacts the environment. The NEPA requires and FHWA is committed to the
examination and avoidance of potential impacts to the natural and human environment when considering
approval of proposed transportation projects. In addition to evaluating the potential environmental effects,
we must also take into account the need for safe and efficient transportation in reaching a decision that is
in the best overall public interest. The FHWA policies and procedures for implementing NEPA are
prescribed by regulation in 23 CFR § 771.
7.5 ANALYSIS OF MSAT IN NEPA DOCUMENTS
The FHWA developed a tiered approach for analyzing MSAT in NEPA documents, depending on specific
project circurustances. The FHWA has identified three levels of analysis:
1. No analysis for projects with no potential for meaningful MSAT effects;
2. Qualitative analysis for projects with low potential MSAT effects; or
3. Quantitative analysis to differentiate alternatives for projects with higher potential MSAT effects.
For projects warranting MSAT analysis, the seven prioriry MSAT should be analyzed. This project is
included in Tier 2 above.
7.6 QUALITATIVE MSAT ANALYSIS
For each DSA in the EIS, the amount of MSAT emitted would be proportional to the vehicle miles
traveled, or VMT, assuming that other variables such as fleet mix are the same for each DSA. See Table 8
for a comparison of the VMT and vehicle hours iraveled (VHT) for each of the 17 DSAs and the No-
Build Alternative. As shown in the table, the VMT under the DSAs will increase between 0.9% and 1.1 %
over the No-Build Alternative, a range of only 0.2%. The MSATs produced for each DSA will therefore
be very similar.
Regardless of the DSA chosen, emissions will likely be lower than present levels in the design year as a
result of EPA's national control programs that are projected to reduce annual MSAT emissions by over 80
percent from 2010 to 2050. Local conditions may differ from these national projections in terms of fleet
mix and turnover, VMT growth rates, and local control measures. However, the magnitude of the EPA-
projected reductions is so geat (even after accounting for VMT growth) that MSAT emissions in the
study area are likely to be lower in the future in virtually all locations.
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Under each DSA there may be localized areas where VMT would increase, such as near proposed
interchanges with 540, and other areas where VMT would decrease, such as roadways in the regional
network that are redundant to the service provided by 540. Therefore, it is possible that localized increases
and decreases in MSAT emissions may occur. However, even if these increases do occur, they too will be
substantially reduced in the future due to implementation of EPA's vehicle and fuel regulations.
TABLE 8: VEHICLE MILES AND VEHICLE HOURS TRAVELED UNDER VARIOUS
SCENARIOS
2035 Percent 2035
Daily Change in Daily Percent
Vehicle VMT Vehicle Change in
Miles Compared Hours VHT
Traveled to No- Traveled Compared
(VMT) in Build (VHT) in to No-Build
Scenario 1000's Alternative 1000's Alternative
No-Build Alternative 82,132 2,338
Detailed Study Alternatives
l- Orange to Green 82,930 1.0% 2,307 -1.4%
2- Orange to Green to Mint Green to Green 82,930 1.0% 2,307 -1.4%
3- Orange to Brown (South) to Tan (Norih) to Green 83,003 1.1 % 2,293 -1.9%
4- Orange to Brown to Green 83,003 1.l% 2,293 -1.9%
5- Orange to Green to Teal to Brown to Green 82,980 1.0% 2,293 -1.9%
6- Orange to Red to Green 82,950 1.0% 2,312 -1.1%
7- Orange to Red to Mint Green to Green 82,950 1.0% 2,312 -1.1%
8- Orange to Purple-Blue-Lilac to Green 82,878 0.9% 2,309 -1.3%
9- Orange to Purple-Blue-Lilac to Green to Mint g2,878 0.9% 2,309 -1.3%
Green to Green
10 - Orange to Purple-Blue-Lilac to Brown (South) 82 gg0 0.9% 2,310 -1.2%
to Tan (North) to Green
l 1- Orange to Purple-Blue-Lilac to Brown to Green 82,880 0.9% 2,310 -1.2%
12 - Orange to Purple-Blue-Lilac to Green to Teal to 82 g10 0.8% 2,308 -1.3%
Brown to Green
13 - Orange to Lilac (at Sauls Road) to Green 82,930 1.0% 2,307 -1.4%
l4 - Orange to Lilac (at Sauls Road) to Green to 82 930 1.0% 2,307 -1.4%
Mint Green to Green
l 5- Orange to Lilac (at Sauls Road) to Brown g3,003 1.1 % 2,293 -1.9%
(South) to Tan (North) to Green
l6 - Orange to Lilac (at Sauls Road) to Brown to g3,003 1.l% 2,293 -1.9%
Green
l 7- Orange to Lilac (at Sauls Road) to Green to Teal
to Brown to Green 82,980 1.0% 2,293 -1.9%
Source: HNTB, 2014
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The new travel lanes contemplated as part of the project DSAs will have the effect of moving some traffic
closer to nearby homes, schools and businesses; therefare, under each DSA there may be localized areas
where ambient concentrations of MSAT would be higher under certain DSAs than others. The localized
differences in MSAT concentrations would likely be most pronounced along the new roadway sections of
540. However, the magnitude and the duration of these potential increases cannot be reliably quantified
due to incomplete or unavailable infarmation in forecasting project specific MSAT health impacts.
Further, under all DSAs, overall future MSAT are expected to be substantially lower than today due to
implementation of EPA's vehicle and fuel regulations.
7.7 INCOMPLETE OR UNAVAILABLE INFORMATION FOR PROJECT-SPECIFIC MSAT
HEALTH IMPACTS ANALYSIS
In FHWA's view, information is incomplete or unavailable to credibly predict the project-specific health
impacts due to changes in MSAT emissions associated with a proposed set of highway alternatives. The
outcome of such an assessment, adverse or not, would be influenced more by the uncertainty introduced
into the process through assumption and speculation rather than any genuine insight into the actual health
impacts directly attributable to MSAT exposure associated with a proposed action.
The EPA is responsible for protecting the public health and welfare from any known or anticipated effect
of an air pollutant. They are the lead authority for administering the Clean Air Act and its amendments
and have specific statutory obligations with respect to hazardous air pollutants and MSAT. The EPA is in
the continual process of assessing human health effects, exposures, and risks posed by air pollutants. They
maintain the Integrated Risk Information System (IRIS), which is "a compilation of electronic reparts on
specific substances found in the environment and their potential to cause human health effects" (EPA,
http://www.epa.gov/iris/). Each report contains assessments of non-cancerous and cancerous effects for
individual compounds and quantitative estimates of risk levels from lifetime oral and inhalation exposures
with uncertainry spanning perhaps an order of magnitude.
Other organizations are also active in the research and analyses of the human health effects of MSAT,
including the Health Effects Institute (HEI). Two HEI studies are summarized in Appendix D of FHWA's
Interim Guidance Update on Mobile source Air Toxic Analysis in NEPA Documents. Among the adverse
health effects linked to MSAT compounds at high exposures are; cancer in humans in occupational
settings; cancer in animals; and irritation to the respiratory tract, including the exacerbation of asthma.
Less obvious is the adverse human health effects of MSAT compounds at current environmental
concentrations (HEI, http://pubs.healtheffects.org/view.php?id=282) or in the future as vehicle emissions
substantially decrease (HEI, http://pubs.healtheffects.org/view.php?id=306).
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The methodologies far forecasting health impacts include emissions modeling; dispersion modeling;
exposure modeling; and then final determination of health impacts - each step in the process building on
the model predictions obtained in the previous step. All are encumbered by technical shortcomings or
uncertain science that prevents a more complete differentiation of the MSAT health impacts among a set
of project alternatives. These difficulties are magnified for lifetime (i.e., 70 year) assessments, particularly
because unsupportable assumptions would have to be made regarding changes in travel patterns and
vehicle technology (which affects emissions rates) over that time frame, since such information is
unavailable.
It is particularly difficult to reliably forecast 70-year lifetime MSAT concentrations and exposure near
roadways; to determine the portion of time that people are actually exposed at a specific location; and to
establish the extent attributable to a proposed action, especially given that some of the information needed
is unavailable.
There are considerable uncertainties associated with the existing estimates of toxicity of the various
MSAT, because of factors such as low-dose extrapolation and translation of occupational exposure data
to the general population, a concern expressed by HEI (http://pubs.healtheffects.org/view.php?id=282 ).
As a result, there is no national consensus on air dose-response values assumed to protect the public health
and welfare for MSAT compounds, and in particular for diesel PM. The EPA
(http://www.epa.gov/risk/basicinformation.htm#g ) and the HEI
(http://pubs.healtheffects.org/getfile.php?u=395) have not established a basis for quantitative risk
assessment of diesel PM in ambient settings.
There is also the lack of a national consensus on an acceptable level of risk. The current context is the
process used by the EPA as provided by the Clean Air Act to determine whether more stringent controls
are required in order to provide an ample margin of safety to protect public health or to prevent an adverse
environmental effect for industrial sources subject to the maximum achievable control technology
standards, such as benzene emissions from refineries. The decision framework is a two-step process. The
first step requires EPA to determine an "acceptable" level of risk due to emissions from a source, which is
generally no greater than approximately 100 in a million. Additional factors are considered in the second
step, the goal of which is to maximize the number of people with risks less than 1 in a million due to
emissions from a source. The results of this statutory two-step process do not guarantee that cancer risks
from exposure to air toxics are less than 1 in a million; in some cases, the residual risk determination
could result in maximum individual cancer risks that are as high as approximately 100 in a million. In a
June 2008 decision, the U.S. Court of Appeals for the District of Columbia Circuit upheld EPA's
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approach to addressing risk in its two step decision framework. Information is incomplete or unavailable
to establish that even the largest of highway projects would result in ]evels of risk greater than deemed
acceptable.
Because of the limitations in the methodologies for forecasting health impacts described, any predicted
difference in health impacts between alternatives is likely to be much smaller than the uncertainties
associated with predicting the impacts. Consequently, the results of such assessments would not be useful
to decision malcers, who would need to weigh this information against project benefits, such as reducing
traffic congestion, accident rates, and fatalities plus improved access for emergency response, that are
better suited for quantitative analysis.
7.8 MSAT CONCLUSION
Based on the qualitative analysis completed, under all DSAs in the design year it is expected there would
be slightly higher MSAT emissions in the project study area relative to the No Build Alternative due to the
increased VMT. In comparing the DSAs, MSAT levels could be higher in some locations than others, but
current tools and science are not adequate to quantify them. However, in considering the project study
area, EPA's vehicle and fuel regulations, coupled with fleet turnover, will over time cause substantial
reductions that, in almost all cases, will cause area-wide MSAT levels to be significantly lower than
today.
8 CONSTRUCTION AIR QUALITY
Air quality impacts resulting from roadway construction activities are typically not a concern when
contractors utilize appropriate control measures. During construction of the proposed project, all materials
resulting from clearing and grubbing, demolition or other operations will be removed from the project,
burned or otherwise disposed of by the Contractor. Any burning done will be done in accordance with
applicable local laws and ordinances and regulations of the North Carolina SIP for air quality in
compliance with 15 NCAC 2D.0520. Care will be taken to ensure burning will be done at the greatest
distance practical from dwellings and not when atmospheric conditions are such as to create a hazard to
the public. Operational agreements that reduce or redirect work ar shift times to avoid community
exposures can have positive benefits. Burning will be performed under constant surveillance. Also during
construction, measures will be taken to reduce the dust generated by construction when the control of dust
is necessary for the protection and comfort of motorists or area residents.
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9 CONCLUSION
The primary pollutants from motor vehicles are unburned hydrocarbons, NOx, CO and particulates. These
pollutants are regional problems. Wake County was in maintenance with the CO NAAQS when the
project was initiated but has since been designated as in attainment. Johnston County is in attainment with
the CO NAAQS. Wake and Johnston Counties are in attainment with PM NAAQS and 8-hour Ozone
standard.
The hot spot analysis found that the projected CO concentration levels do not violate the NAAQS. For the
seventeen DSAs, the l-hour and 8-hour CO concentrations are not expected to exceed 3.6 and 2.8 ppm
(including background contributions), respectively, at any of the sites for the year of opening (2022), five
years after opening (2027) and the design year (2035). For the No Build Alternative, the 1-hour and 8-
hour CO concentrations are not expected to exceed 3.8 and 3.0 ppm (including background contributions),
respectively, at any of the sites for any of the three years investigated.
Since the project is located in an area that is in attainment for particulate matter, a detailed study of
particulate matter is not required. It is unlikely that the project will have an effect on particulate matter
that would exceed the health-based levels when considering background concentrations.
Mobile Source Air Toxics — In comparing the DSAs, MSAT levels could be higher in some locations than
others, but current tools and science are not adequate to quantify them. However, in considering the entire
project study area, EPA's vehicle and fuel regulations, coupled with fleet turnover, will over time cause
substantial reductions that, in almost all cases, will cause area-wide MSAT levels to be significantly lower
than today.
Construction Air Quality — Provided local ordinances for open burning and dust are followed, significant
air quality impacts due to construction of the Complete 540 project are not anticipated. There would also
be emissions related to construction equipment and vehicles. However, these impacts related to
construction would be temporary. The proposed project would be constructed in phases, limiting the
overall construction activity occurring at any one location.
Based on the air qualiry analysis completed for the proposed improvements, the Complete 540 project
would not cause or contribute to any violation of the NAAQS.
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STIP Project Nos. R-2721, R-2828, and R-2829— October 201 S

FIGURES

FIGURE 1
PROJECT LOCATION MAP

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Triangle Expressway Southeast Extension
Project Location Map
Figure 1

FIGURE 2
AIR QUALITY ANALYSIS LOCATIONS

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AIR ANALYSIS
EXHIBIT
LOCATIONS
2.1
Trlangle Expressway
Southeast Extension
Orange Corrldor
T.I.P. N0. R-2721 & R-2828 &
�t
r• . �
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0 100' 200' 300. �'�, � . ; . � , ' , ; . "
R-2829�

1;
AIR ANALYSIS LOCATIONS
EXHIBIT 2.2
Trlangle Expressway
Southeast Extension
Orange Corrldor
T.I.P. N0. R-2721 & R-2828 & R-2829
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; " r • �, aSN; ar " ,:,�
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AIR ANALYSIS LOCATIONS
EXHIBIT 2.3
3
PR Kv� „
OS-10
_ `���� �"�r
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m
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- 54p �
Trlangle Expressway
Southeast Extension
Red Corridor
T.I.P. N0. R-2721 & R-2828 & R-2829 °�oo� Zoo• 300•

FIGURE 3
NATIONAL MSAT EMISSION TRENDS

Figure 3
NATIONAL MSAT EMISSION TRENDS 1999 - 2050
FOR VEHICLES OPERATING ON ROADWAYS
USING EPA's MOVES2010b MODEL
�
�,
5
� � �� �u� 1 J
�
�,.
��, LJ �11 �.J `*e�
1
l�.G,Jl.�L1� ��� — -
�. i�Y i:� J�;� i��
�4:I�J �4��� �4��4' �ll�� �4��'v� �'J.�� �L��V �lJ�� �11��u�
����
— — �4' f4°1T
— C7iesel PPw•1
— B�r���r�re
— Fr�rrr7t�lc�ef7p�c�e
C�_at���i �ne
— N:��af�th�3l�ne
— F�cr�lYiri
— P�ly��yr�li��
Note: Trends far specific locations may be different, depending on locally derived information representing
vehicle-miles travelled, vehicle speeds, vehicle mix, fuels, emission control programs, meteorology, and other
factors
Source: EPA MOVES2010b model runs conducted May to June 20l 2 by FHWA.

APPENDIX A
MOVE2010b EMISSION FACTORS

movesRunld yearld monthld dayld hourld linkld pollutant GramsPerVehMile GramsPerVehHour
1 2022 1 5 18 1 CO 21.05
1 2022 1 5 18 2 CO 4.42
1 2022 1 5 18 3 CO 3.93
1 2022 1 5 18 4 CO 4.06

movesRunld yearld monthld dayld hourld linkld pollutant GramsPerVehMile GramsPerVehHour
1 2027 1 5 18 1 CO 16.11
1 2027 1 5 18 2 CO 3.87
1 2027 1 5 18 3 CO 3.45
1 2027 1 5 18 4 CO 3.54

movesRunld yearld monthld dayld hourld linkld pollutant GramsPerVehMile GramsPerVehHour
1 2035 1 5 18 1 CO 13.52
1 2035 1 5 18 2 CO 3.68
1 2035 1 5 18 3 CO 3.27
1 2035 1 5 18 4 CO 3.35

APPENDIX B
CAL3QHC CARBON MONOXIDE CONCENTRATIONS

Be11s2022.out
g CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
95221 PAGE 1
�og: suild Bells �ake Rd 2022 RUN: Build Bells
�ake Rd 2022
DATE : 7/15/14
TIME . 13:47: 0
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5
U= 1.0 M/S CLAS = 5(E)
1000. M AMB = 0.0 PPM
ZO = 108. CM
ATIM = 60. MINUTES
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 -• 1914.0 1153.0 1827.0 308.0 �� 849.
186. AG 651. 3.9 0.0 32.0
2. 2 -� 1827.0 308.0 1785.0 220.0 '� 98.
206. AG 651. 4.4 0.0 32.0
3. 3 �� 1785.0 220.0 1692.0 189.0 �� 98.
252. AG 651. 4.4 0.0 32.0
4. 4 �� 1692.0 189.0 1615.0 195.0 �� 77.
274. AG 735. 4.4 0.0 32.0
5. 5 �� 1615.0 195.0 1379.0 256.0 � 244.
284. AG 735. 4.4 0.0 32.0
6. 6 �� 1379.0 256.0 1290.0 393.0 � 163.
327. AG 735. 4.4 0.0 32.0
7. 7 -• 1290.0 393.0 1325.0 565.0 �� 176.
12. AG 735. 4.4 0.0 32.0
8. 8 �� 1325.0 565.0 1488.0 662.0 �� 190.
59. AG 735. 4.4 0.0 32.0
9. 9 �• 1488.0 662.0 1683.0 639.0 �� 196.
97. AG 735. 3.9 0.0 32.0
10. 10 -� 1683.0 639.0 2845.0 277.0 '� 1217.
107. AG 735. 4.1 0.0 32.0
11. 11 �� 2843.0 290.0 2134.0 524.0 �� 747.
288. AG 788. 4.1 0.0 32.0
12. 12 �� 2134.0 524.0 1069.0 777.0 �� 1095.
283. AG 788. 4.1 0.0 32.0
13. 13 �� 1078.0 788.0 2137.0 536.0 � 1089.
103. AG 787. 4.1 0.0 32.0
14. 14 �� 2137.0 536.0 2841.0 304.0 � 741.
108. AG 787. 4.1 0.0 32.0
15. 15 �• 2839.0 317.0 2141.0 547.0 �� 735.
288. AG 787. 4.1 0.0 32.0
16. 16 �� 2141.0 547.0 1087.0 798.0 �� 1083.
283. AG 787. 4.1 0.0 32.0
17. 17 �• 1154.0 870.0 1856.0 716.0 �� 719.
102. AG 413. 4.1 0.0 32.0
18. 18 -� 1856.0 716.0 2819.0 410.0 '� 1010.
108. AG 413. 4.1 0.0 32.0
19. 19 �� 2815.0 424.0 1859.0 727.0 �� 1003.
Page 1

288. AG 413. 4.1 0.0 32.0
20. 20 •� 1
282. AG 413. 4.1 0.0 32.0
21. 21 •� 1
102. AG 413. 4.1 0.0 32.0
22 . 22 •• 1
108. AG 413. 4.1 0.0 32.0
23. 23 •� 1
102. AG 70. 4.1 0.0 32.0
24. 24 •� 1
105. AG 70. 3.9 0.0 32.0
25. 25 �� 2
99. AG 70. 3.9 0.0 32.0
26. 26 �� 2
60. ,4G 70. 4.4 0.0 32.0
27. 27 �� 2
8. AG 70. 4.4 0.0 32.0
28. 28 •� 2
317. AG 70. 4.4 0.0 32.0
29. 29 •� 2
280. AG 70. 4.4 0.0 32.0
30 . 30 •• 2
254. AG 12. 4.4 0.0 32.0
31. 31 �� 2
208. AG 12. 4.4 0.0 32.0
32 . 32 •� 1
186. AG 12. 3.9 0.0 32.0
33. 33 �� 1
185. AG 12. 3.9 0.0 32.0
34 . 34 �� 1
182. AG 12. 3.9 0.0 32.0
35. 35 �� 1
184. AG 12. 3.9 0.0 32.0
36. 36 •� 1
3. AG 134. 3.9 0.0 32.0
37. 37 •� 1
5. AG 164. 3.9 0.0 32.0
38. 38 •• 1
6. ,4G 164. 3.9 0.0 32.0
39. 39 •� 1
186. AG 164. 3.9 0.0 32.0
40 . 40 •� 1
185. AG 164. 3.9 0.0 32.0
41. 41 �� 1
182. AG 134. 3.9 0.0 32.0
42 . 42 �� 1
1. ,4G 84. 3.9 0.0 32.0
43 . 43 �• 1
3. ,4G 84. 3.9 0.0 32.0
44 . 44 •� 1
277. AG 84. 4.4 0.0 32.0
�
PAGE 2
JOB: Build Bells Lake Rd 2022
�ake Rd 2022
DATE : 7/15/14
TIME . 13:47: 0
LINK VARIABLES
--------------
LINK DESCRIPTION ��
BRG TYPE VPH EF H W
Be11s2022.out
859.0 727.0
175.0 891.0
862.0 739.0
187.0 901.0
865.0 751.0
060.0 697.0
260.0 666.0
428.0 764.0
456.0 956.0
318.0 1102.0
116.0 1139.0
023.0 1112.0
978.0 1027.0
905.0 324.0
890.0 156.0
875.0 -205.0
832.0 -844.0
879.0 157.0
893.0 325.0
966.0 1148.0
881.0 326.0
867.0 158.0
832.0 -844.0
839.0 -205.0
828.0 179.0
1164.0
1862.0
2811.0
1865.0
2060.0
2260.0
2428.0
2456.0
2318.0
2116.0
2023.0
1978.0
1905.0
1890.0
1875.0
1832.0
1879.0
1893.0
1978.0
1881.0
1867.0
1832.0
1839.0
1855.0
1692.0
881.0 �°
739.0 �°
438.0 �°
751.0 �
697.0 ��
666.0 ��
764.0 �
956.0 ��
1102.0 �°
1139.0 �°
1112 . 0 �°
1027.0 �
324.0 ��
156.0 ��
-205.0 �
-844.0 ��
157.0 �°
325.0 �°
1147.0 �°
326.0 �
158.0 ��
-844.0 ��
-205.0 �
159.0 ��
195.0 �°
712.
704.
996.
694.
202.
202.
194.
194.
201.
205.
97.
96.
707.
169.
361.
640.
1002.
169.
826.
826.
169.
1003.
639.
364.
137.
RUN: Build Bells
LINK COORDINATES (FT) �� LENGTH
V/C QUEUE
Page 2

Be11s2022.out
�� Xl Yl X2 Y2 �� (FT)
(DEG) (G/MI) (FT) (FT) (VEH)
------------------------�°----------------------------------------��------------------
----------------------------------------
45. 45 •• 1820.0 -844.0 1834.0 96.0 �° 940.
l. AG 335. 3.9 0.0 32.0
46. 46 •� 1834.0 96.0 1854.0 329.0 � 234.
5. AG 335. 3.9 0.0 32.0
47. 47 •� 1854.0 329.0 1938.0 1151.0 �� 826.
6. AG 322. 3.9 0.0 32.0
48. 48 �� 1926.0 1152.0 1842.0 331.0 �� 825.
186. AG 322. 3.9 0.0 32.0
49. 49 �� 1842.0 331.0 1822.0 97.0 � 235.
185. AG 335. 3.9 0.0 32.0
50. 50 �� 1822.0 97.0 1808.0 -843.0 �� 940.
181. AG 335. 3.9 0.0 32.0
51. 51 •� 933.0 549.0 1097.0 397.0 �° 224.
133. AG 84. 3.9 0.0 32.0
52. 52 •� 1097.0 397.0 1248.0 264.0 �° 201.
131. AG 25. 3.9 0.0 32.0
53. 53 •• 1248.0 264.0 1391.0 190.0 �° 161.
117. AG 25. 3.9 0.0 32.0
54. 54 �� 1391.0 190.0 1550.0 156.0 � 163.
102. AG 25. 3.9 0.0 32.0
55. 55 •� 1550.0 156.0 1825.0 135.0 �� 276.
94. AG 25. 3.9 0.0 32.0
56. 56 �� 1826.0 147.0 1624.0 162.0 �� 203.
274. AG 59. 3.9 0.0 32.0
57. 57 �� 1624.0 162.0 1420.0 193.0 � 206.
279. AG 59. 3.9 0.0 32.0
58. 58 �� 1420.0 193.0 1254.0 274.0 �� 185.
296. AG 59. 3.9 0.0 32.0
59. 59 •� 1254.0 274.0 1097.0 397.0 �° 199.
308. AG 59. 3.9 0.0 32.0
60. Q1-NB Bells Thru •� 1966.7 1151.8 1962.1 1106.6 �° 45.
186. AG 32. 100.0 0.0 12.0 0.25 2.3
61. Q2-NB Bells Thru •• 1978.6 1150.6 1974.0 1105.4 �� 45.
186. AG 32. 100.0 0.0 12.0 0.25 2.3
62. Q3-NB Bells to wg540'° 1990.2 1145.8 1990.0 1144.2 � 2.
186. AG 16. 100.0 0.0 12.0 0.01 0.1
63. Q4-NB Bells Thru&RT � 1888.7 124.8 1888.3 114.1 �� 11.
182. AG 13. 100.0 0.0 12.0 0.08 0.5
64. Q5-NB Bells Thru&RT '° 1876.7 125.7 1876.3 115.0 �� 11.
182. AG 13. 100.0 0.0 12.0 0.08 0.5
65. Q6-NB Bells Thru&RT � 1864.8 126.5 1864.4 115.8 � 11.
182. AG 13. 100.0 0.0 12.0 0.08 0.5
66. Q7-NB Bells to Eg540'° 1852.8 127.3 1851.2 89.0 �� 38.
182. AG 50. 100.0 0.0 12.0 0.59 1.9
67. Q8-Eg540 to ►vg Bells'� 1800.3 149.2 1769.2 151.6 �° 31.
274. AG 52. 100.0 0.0 12.0 0.67 1.6
68. Q9-Eg540 to SB Bells'° 1799.4 137.3 1789.4 138.1 �� 10.
274. AG 46. 100.0 0.0 12.0 0.09 0.5
69. Q10-SB Bells to E654'� 1816.8 183.4 1825.1 268.4 �� 85.
6. AG 15. 100.0 0.0 12.0 0.57 4.3
70. Q11-SB Thru •� 1828.8 182.4 1835.3 249.0 � 67.
6. AG 24. 100.0 0.0 12.0 0.36 3.4
71. Q12-5B Thru •� 1840.7 181.5 1847.2 248.1 �� 67.
6. AG 24. 100.0 0.0 12.0 0.36 3.4
g
PAGE 3
)og: Build Bells �ake Rd 2022
�ake Rd 2022
Page 3
RUN: Build Bells

Be11s2022.out
DATE : 7/15/14
TIME . 13:47: 0
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �• CYCLE RED CLEARANCE APPROACH SATURATION
IDLE SIGNAL ARRIVAL
�� LENGTH TIME LOST TIME VOL FLOW RATE
EM FAC TYPE RATE
�• (SEC) (SEC) (SEC) (VPH) (VPH)
(gm/hr)
------------------------�-----------------------------------------------------------
---------------------
60. Ql-NB Bells Thru �� 90 51 0.0 163 1600
21.05 1 3
61. Q2-NB Bells Thru •� 90 51 0.0 163 1600
21.05 1 3
62. Q3-NB Bells to wg540'° 90 25 0.0 12 1600
21.05 1 3
63. Q4-NB Bells Thru&RT '° 90 21 0.0 93 1600
21.05 1 3
64. Q5-NB Bells Thru&RT * 90 21 0.0 93 1600
21.05 1 3
65. Q6-NB Bells Thru&RT � 90 21 0.0 93 1600
21.05 1 3
66. Q7-NB Bells to EB540'° 90 80 0.0 84 1600
21.05 1 3
67. Q8-E6540 to NB Bells'� 90 83 0.0 59 1600
21.05 1 3
68. Q9-E6540 to SB Bells'° 90 73 0.0 25 1600
21.05 1 3
69. Q10-SB Bells to E654'� 90 24 0.0 651 1600
21.05 1 3
70. Q11-SB Thru •� 90 38 0.0 322 1600
21.05 1 3
71. Ql�-SB Thru •• 90 38 0.0 322 1600
21.05 1 3
RECEPTOR LOCATIONS
------------------
�• COORDINATES (FT) �•
RECEPTOR �� X Y Z ��
1. Bells-1 �� 1863.2 1162.4 6.0 •�
2. Bells-2 �� 1851.3 1046.7 6.0 ��
3. Bells-3 �� 1744.5 883.7 6.0 ••
4. Bells-4 �� 1543.3 62.5 6.0 ��
5. Bells-5 •� 1750.9 -27.7 6.0 �•
6. Bells-6 �� 1744.4 -204.0 6.0 ��
7. Bells-7 •� 1923.2 -206.4 6.0 ��
8. Bells-8 �� 1937.4 -44.9 6.0 ��
9. Bells-9 •• 1949.5 119.9 6.0 ••
10. Bells-10 �• 1967.5 318.2 6.0 ��
�
PAGE 4
JOB: Build Bells Lake Rd 2022 RUN: Build Bells
�ake Rd 2022
MODEL RESULTS
Page 4

Be1152022.out
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
WIND ` CONCENTRATION
ANGLE �` (PPM)
(DEGR)` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10
------'`------------------------------------------------------------
0. •• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
5. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
10. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
15. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
20. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
25. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
30. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
35. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
40. �• 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
45. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
50. •� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
55. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
60. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
65. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
70. �• 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
75. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
80. �• 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
85. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
90. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
95. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
100. •� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
105. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
110. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
115. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
120. �• 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
125. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
130. •� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
135. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
140. •� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
145. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
150. �• 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
155. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
160. �• 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
165. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
170. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
175. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
180. •� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
185. �� 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
190. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
195. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
200. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
205. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
�
PAGE 5
)og: Build Bells �ake Rd 2022
�ake Rd 2022
RUN: Build Bells
WIND �` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` RECl REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10
------��------------------------------------------------------------
210. " 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Page 5

Be1152022.out
215. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
220. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
225. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
230. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
235. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
240. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
245. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
250. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
255. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
260. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
265. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
270. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
275. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
280. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
285. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
290. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
295. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
300. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
305. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
310. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
315. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
320. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
325. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
330. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
335. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
340. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
345. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
350. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
355. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
------��------------------------------------------------------------
MAX �� O.1 O.1 O.O O.O 0.0 O.O O.O O.0 O.O O.O
DEGR. �� 120 40 0 0 0 0 0 0 0 0
THE HIGHEST CONCENTRATION OF 0.10 PPM OCCURRED AT RECEPTOR REC2
Page 6

Be11s2027.out
g CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
95221 PAGE 1
�og: suild Bells �ake Rd 2027 RUN: Build Bells
�ake Rd 2027
DATE : 7/15/14
TIME . 13:47: 1
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5
U= 1.0 M/S CLAS = 5(E)
1000. M AMB = 0.0 PPM
ZO = 108. CM
ATIM = 60. MINUTES
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 -• 1914.0 1153.0 1827.0 308.0 �� 849.
186. AG 699. 3.5 0.0 32.0
2. 2 -� 1827.0 308.0 1785.0 220.0 '� 98.
206. AG 699. 3.9 0.0 32.0
3. 3 �� 1785.0 220.0 1692.0 189.0 �� 98.
252. AG 699. 3.9 0.0 32.0
4. 4 �� 1692.0 189.0 1615.0 195.0 �� 77.
274. AG 801. 3.9 0.0 32.0
5. 5 �� 1615.0 195.0 1379.0 256.0 � 244.
284. AG 801. 3.9 0.0 32.0
6. 6 �� 1379.0 256.0 1290.0 393.0 � 163.
327. AG 801. 3.9 0.0 32.0
7. 7 -• 1290.0 393.0 1325.0 565.0 �� 176.
12. AG 801. 3.9 0.0 32.0
8. 8 �� 1325.0 565.0 1488.0 662.0 �� 190.
59. AG 801. 3.9 0.0 32.0
9. 9 �• 1488.0 662.0 1683.0 639.0 �� 196.
97. AG 801. 3.5 0.0 32.0
10. 10 �� 1683.0 639.0 2845.0 277.0 '� 1217.
107. AG 801. 3.5 0.0 32.0
11. 11 �� 2843.0 290.0 2134.0 524.0 �� 747.
288. AG 954. 3.5 0.0 32.0
12. 12 �� 2134.0 524.0 1069.0 777.0 �� 1095.
283. AG 954. 3.5 0.0 32.0
13. 13 �� 1078.0 788.0 2137.0 536.0 � 1089.
103. AG 952. 3.5 0.0 32.0
14. 14 �� 2137.0 536.0 2841.0 304.0 � 741.
108. AG 952. 3.5 0.0 32.0
15. 15 �• 2839.0 317.0 2141.0 547.0 �� 735.
288. AG 952. 3.5 0.0 32.0
16. 16 �� 2141.0 547.0 1087.0 798.0 �� 1083.
283. AG 952. 3.5 0.0 32.0
17. 17 �• 1154.0 870.0 1856.0 716.0 �� 719.
102. AG 500. 3.5 0.0 32.0
18. 18 -� 1856.0 716.0 2819.0 410.0 '� 1010.
108. AG 500. 3.5 0.0 32.0
19. 19 �� 2815.0 424.0 1859.0 727.0 �� 1003.
Page 1

288. AG 499. 3.5 0.0 32.0
20. 20 •� 1
282. AG 499. 3.5 0.0 32.0
21. 21 •� 1
102. AG 499. 3.5 0.0 32.0
22 . 22 •• 1
108. AG 499. 3.5 0.0 32.0
23. 23 •� 1
102. AG 82. 3.5 0.0 32.0
24. 24 •� 1
105. AG 82. 3.5 0.0 32.0
25. 25 �� 2
99. AG 82. 3.5 0.0 32.0
26. 26 �� 2
60. ,4G 82. 3.9 0.0 32.0
27. 27 �� 2
8. ,4G 82. 3.9 0.0 32.0
28. 28 •� 2
317. AG 82. 3.9 0.0 32.0
29. 29 •� 2
280. AG 82. 3.9 0.0 32.0
30 . 30 •• 2
254. AG 12. 3.9 0.0 32.0
31. 31 �� 2
208. AG 12. 3.9 0.0 32.0
32 . 32 •� 1
186. AG 12. 3.5 0.0 32.0
33. 33 �� 1
185. AG 12. 3.5 0.0 32.0
34 . 34 �� 1
182. AG 12. 3.5 0.0 32.0
35. 35 �� 1
184. AG 12. 3.5 0.0 32.0
36. 36 •� 1
3. AG 158. 3.5 0.0 32.0
37. 37 •� 1
5. AG 194. 3.5 0.0 32.0
38. 38 •• 1
6. ,4G 194. 3.5 0.0 32.0
39. 39 •� 1
186. AG 194. 3.5 0.0 32.0
40 . 40 •� 1
185. AG 194. 3.5 0.0 32.0
41. 41 �� 1
182. AG 158. 3.5 0.0 32.0
42 . 42 �� 1
1. AG 158. 3.5 0.0 32.0
43 . 43 �• 1
3. ,4G 102. 3.5 0.0 32.0
44 . 44 •� 1
277. AG 102. 3.9 0.0 32.0
�
PAGE 2
JOB: Build Bells Lake Rd 2027
�ake Rd 2027
DATE : 7/15/14
TIME . 13:47: 1
LINK VARIABLES
--------------
LINK DESCRIPTION ��
BRG TYPE VPH EF H W
Be11s2027.out
859.0 727.0
175.0 891.0
862.0 739.0
187.0 901.0
865.0 751.0
060.0 697.0
260.0 666.0
428.0 764.0
456.0 956.0
318.0 1102.0
116.0 1139.0
023.0 1112.0
978.0 1027.0
905.0 324.0
890.0 156.0
875.0 -205.0
832.0 -844.0
879.0 157.0
893.0 325.0
966.0 1148.0
881.0 326.0
867.0 158.0
832.0 -844.0
839.0 -205.0
828.0 179.0
1164.0
1862.0
2811.0
1865.0
2060.0
2260.0
2428.0
2456.0
2318.0
2116.0
2023.0
1978.0
1905.0
1890.0
1875.0
1832.0
1879.0
1893.0
1978.0
1881.0
1867.0
1832.0
1839.0
1855.0
1692.0
881.0 �°
739.0 �°
438.0 �°
751.0 �
697.0 ��
666.0 ��
764.0 �
956.0 ��
1102.0 �°
1139.0 �°
1112 . 0 �°
1027.0 �
324.0 ��
156.0 ��
-205.0 �
-844.0 ��
157.0 �°
325.0 �°
1147.0 �°
326.0 �
158.0 ��
-844.0 ��
-205.0 �
159.0 ��
195.0 �°
712.
704.
996.
694.
202.
202.
194.
194.
201.
205.
97.
96.
707.
169.
361.
640.
1002.
169.
826.
826.
169.
1003.
639.
364.
137.
RUN: Build Bells
LINK COORDINATES (FT) �� LENGTH
V/C QUEUE
Page 2

Be11s2027.out
�� Xl Yl X2 Y2 �� (FT)
(DEG) (G/MI) (FT) (FT) (VEH)
------------------------�°----------------------------------------��------------------
----------------------------------------
45. 45 •• 1820.0 -844.0 1834.0 96.0 �° 940.
l. AG 397. 3.5 0.0 32.0
46. 46 •� 1834.0 96.0 1854.0 329.0 � 234.
5. AG 397. 3.5 0.0 32.0
47. 47 •� 1854.0 329.0 1938.0 1151.0 �� 826.
6. AG 384. 3.5 0.0 32.0
48. 48 �� 1926.0 1152.0 1842.0 331.0 �� 825.
186. AG 384. 3.5 0.0 32.0
49. 49 �� 1842.0 331.0 1822.0 97.0 � 235.
185. AG 397. 3.5 0.0 32.0
50. 50 �� 1822.0 97.0 1808.0 -843.0 �� 940.
181. AG 397. 3.5 0.0 32.0
51. 51 •� 933.0 549.0 1097.0 397.0 �° 224.
133. AG 97. 3.5 0.0 32.0
52. 52 •� 1097.0 397.0 1248.0 264.0 �° 201.
131. AG 25. 3.5 0.0 32.0
53. 53 •• 1248.0 264.0 1391.0 190.0 �° 161.
117. AG 25. 3.5 0.0 32.0
54. 54 �� 1391.0 190.0 1550.0 156.0 � 163.
102. AG 25. 3.5 0.0 32.0
55. 55 •� 1550.0 156.0 1825.0 135.0 �� 276.
94. AG 25. 3.5 0.0 32.0
56. 56 �� 1826.0 147.0 1624.0 162.0 �� 203.
274. AG 72. 3.5 0.0 32.0
57. 57 �� 1624.0 162.0 1420.0 193.0 � 206.
279. AG 72. 3.5 0.0 32.0
58. 58 �� 1420.0 193.0 1254.0 274.0 �� 185.
296. AG 72. 3.5 0.0 32.0
59. 59 •� 1254.0 274.0 1097.0 397.0 �° 199.
308. AG 72. 3.5 0.0 32.0
60. Q1-NB Bells Thru •� 1966.7 1151.8 1961.2 1098.0 �° 54.
186. AG 24. 100.0 0.0 12.0 0.30 2.7
61. Q2-NB Bells Thru •• 1978.6 1150.6 1973.1 1096.8 �° 54.
186. AG 24. 100.0 0.0 12.0 0.30 2.7
62. Q3-NB Bells to wg540'° 1990.2 1145.8 1990.0 1144.2 � 2.
186. AG 12. 100.0 0.0 12.0 0.01 0.1
63. Q4-NB Bells Thru&RT � 1888.7 124.8 1888.2 112.3 �� 13.
182. AG 10. 100.0 0.0 12.0 0.09 0.6
64. Q5-NB Bells Thru&RT '° 1876.7 125.7 1876.2 113.2 �� 13.
182. AG 10. 100.0 0.0 12.0 0.09 0.6
65. Q6-NB Bells Thru&RT � 1864.8 126.5 1864.3 114.0 � 13.
182. AG 10. 100.0 0.0 12.0 0.09 0.6
66. Q7-NB Bells to Eg540'° 1852.8 127.3 1850.7 76.1 �� 51.
182. AG 38. 100.0 0.0 12.0 0.72 2.6
67. Q8-Eg540 to ►vg Bells'� 1800.3 149.2 1753.7 152.8 �° 47.
274. AG 40. 100.0 0.0 12.0 0.82 2.4
68. Q9-Eg540 to SB Bells'° 1799.4 137.3 1789.4 138.1 �� 10.
274. AG 35. 100.0 0.0 12.0 0.09 0.5
69. Q10-SB Bells to E654'� 1816.8 183.4 1825.7 274.7 �� 92.
6. AG 12. 100.0 0.0 12.0 0.61 4.7
70. Q11-SB Thru •� 1828.8 182.4 1836.5 261.8 � 80.
6. AG 18. 100.0 0.0 12.0 0.43 4.1
71. Q12-56 Thru •� 1840.7 181.5 1848.5 260.9 �� 80.
6. AG 18. 100.0 0.0 12.0 0.43 4.1
g
PAGE 3
)og: Build Bells �ake Rd 2027
�ake Rd 2027
Page 3
RUN: Build Bells

Be11s2027.out
DATE : 7/15/14
TIME . 13:47: 1
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �• CYCLE RED CLEARANCE APPROACH SATURATION
IDLE SIGNAL ARRIVAL
�� LENGTH TIME LOST TIME VOL FLOW RATE
EM FAC TYPE RATE
�• (SEC) (SEC) (SEC) (VPH) (VPH)
(gm/hr)
------------------------�-----------------------------------------------------------
---------------------
60. Ql-NB Bells Thru �� 90 51 0.0 194 1600
16.11 1 3
61. Q2-NB Bells Thru •� 90 51 0.0 194 1600
16.11 1 3
62. Q3-NB Bells to wg540'° 90 25 0.0 12 1600
16.11 1 3
63. Q4-NB Bells Thru&RT '° 90 21 0.0 109 1600
16.11 1 3
64. Q5-NB Bells Thru&RT * 90 21 0.0 109 1600
16.11 1 3
65. Q6-NB Bells Thru&RT � 90 21 0.0 109 1600
16.11 1 3
66. Q7-NB Bells to EB540'° 90 80 0.0 102 1600
16.11 1 3
67. Q8-E6540 to NB Bells'� 90 83 0.0 72 1600
16.11 1 3
68. Q9-E6540 to SB Bells'° 90 73 0.0 25 1600
16.11 1 3
69. Q10-SB Bells to E654'� 90 24 0.0 699 1600
16.11 1 3
70. Q11-SB Thru •� 90 38 0.0 384 1600
16.11 1 3
71. Ql�-SB Thru •• 90 38 0.0 384 1600
16.11 1 3
RECEPTOR LOCATIONS
------------------
�• COORDINATES (FT) �•
RECEPTOR �� X Y Z ��
1. Bells-1 �� 1863.2 1162.4 6.0 •�
2. Bells-2 �� 1851.3 1046.7 6.0 ��
3. Bells-3 �� 1744.5 883.7 6.0 ••
4. Bells-4 �� 1543.3 62.5 6.0 ��
5. Bells-5 •� 1750.9 -27.7 6.0 �•
6. Bells-6 �� 1744.4 -204.0 6.0 ��
7. Bells-7 •� 1923.2 -206.4 6.0 ��
8. Bells-8 �� 1937.4 -44.9 6.0 ��
9. Bells-9 •• 1949.5 119.9 6.0 ••
10. Bells-10 �• 1967.5 318.2 6.0 ��
�
PAGE 4
JOB: Build Bells Lake Rd 2027 RUN: Build Bells
�ake Rd 2027
MODEL RESULTS
Page 4

Be1152027.out
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
WIND ` CONCENTRATION
ANGLE �` (PPM)
(DEGR)` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10
------'`------------------------------------------------------------
0. •• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
5. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
10. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
15. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
20. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
25. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
30. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
35. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
40. �• 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
45. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
50. •� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
55. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
60. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
65. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
70. �• 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
75. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
80. �• 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
85. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
90. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
95. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
100. •� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
105. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
110. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
115. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
120. �• 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
125. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
130. •� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
135. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
140. •� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
145. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
150. �• 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
155. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
160. �• 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
165. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
170. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
175. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
180. •� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
185. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
190. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
195. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
200. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
205. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
�
PAGE 5
)og: Build Bells �ake Rd 2027
�ake Rd 2027
RUN: Build Bells
WIND �` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` RECl REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10
------��------------------------------------------------------------
210. " 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Page 5

Be1152027.out
215. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
220. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
225. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
230. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
235. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
240. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
245. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
250. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
255. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
260. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
265. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
270. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
275. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
280. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
285. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
290. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
295. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
300. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
305. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
310. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
315. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
320. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
325. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
330. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
335. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
340. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
345. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
350. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
355. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
------��------------------------------------------------------------
MAX �� O.1 O.1 O.O O.O 0.0 O.O O.O O.0 O.O O.O
DEGR. �� 125 40 0 0 0 0 0 0 0 0
THE HIGHEST CONCENTRATION OF 0.10 PPM OCCURRED AT RECEPTOR REC2
Page 6

Be11s2035.out
g CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
95221 PAGE 1
�og: suild Bells �ake Rd 2035 RUN: Build Bells
�ake Rd 2035
DATE : 7/15/14
TIME . 13:47: 1
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5
U= 1.0 M/S CLAS = 5(E)
1000. M AMB = 0.0 PPM
ZO = 108. CM
ATIM = 60. MINUTES
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 -• 1914.0 1153.0 1827.0 308.0 �� 849.
186. AG 891. 3.3 0.0 32.0
2. 2 -� 1827.0 308.0 1785.0 220.0 '� 98.
206. AG 891. 3.3 0.0 32.0
3. 3 �� 1785.0 220.0 1692.0 189.0 �� 98.
252. AG 891. 3.3 0.0 32.0
4. 4 �� 1692.0 189.0 1615.0 195.0 �� 77.
274. AG 1315. 3.7 0.0 32.0
5. 5 �� 1615.0 195.0 1379.0 256.0 � 244.
284. AG 1315. 3.7 0.0 32.0
6. 6 �� 1379.0 256.0 1290.0 393.0 � 163.
327. AG 1315. 3.7 0.0 32.0
7. 7 -• 1290.0 393.0 1325.0 565.0 �� 176.
12. AG 1315. 3.7 0.0 32.0
8. 8 �� 1325.0 565.0 1488.0 662.0 �� 190.
59. AG 1315. 3.7 0.0 32.0
9. 9 �• 1488.0 662.0 1683.0 639.0 �� 196.
97. AG 1315. 3.7 0.0 32.0
10. 10 -� 1683.0 639.0 2845.0 277.0 '� 1217.
107. AG 1315. 3.3 0.0 32.0
11. 11 �� 2843.0 290.0 2134.0 524.0 �� 747.
288. AG 1036. 3.3 0.0 32.0
12. 12 �� 2134.0 524.0 1069.0 777.0 �� 1095.
283. AG 1036. 3.3 0.0 32.0
13. 13 �� 1078.0 788.0 2137.0 536.0 � 1089.
103. AG 1036. 3.3 0.0 32.0
14. 14 �� 2137.0 536.0 2841.0 304.0 � 741.
108. AG 1036. 3.3 0.0 32.0
15. 15 �• 2839.0 317.0 2141.0 547.0 �� 735.
288. AG 1036. 3.3 0.0 32.0
16. 16 �� 2141.0 547.0 1087.0 798.0 �� 1083.
283. AG 1036. 3.3 0.0 32.0
17. 17 �• 1154.0 870.0 1856.0 716.0 �� 719.
102. AG 520. 3.3 0.0 32.0
18. 18 -� 1856.0 716.0 2819.0 410.0 '� 1010.
108. AG 520. 3.3 0.0 32.0
19. 19 �� 2815.0 424.0 1859.0 727.0 �� 1003.
Page 1

288. AG 520. 3.3 0.0 32.0
20. 20 •� 1
282. AG 520. 3.3 0.0 32.0
21. 21 •� 1
102. AG 520. 3.3 0.0 32.0
22 . 22 •• 1
108. AG 520. 3.3 0.0 32.0
23. 23 •� 1
102. AG 386. 3.3 0.0 32.0
24. 24 •� 1
105. AG 386. 3.3 0.0 32.0
25. 25 �� 2
99. AG 386. 3.3 0.0 32.0
26. 26 �� 2
60. ,4G 386. 3.7 0.0 32.0
27. 27 �� 2
8. ,4G 386. 3.7 0.0 32.0
28. 28 •� 2
317. AG 386. 3.7 0.0 32.0
29. 29 •� 2
280. AG 386. 3.7 0.0 32.0
30 . 30 •• 2
254. AG 239. 3.7 0.0 32.0
31. 31 �� 2
208. AG 239. 3.7 0.0 32.0
32 . 32 •� 1
186. AG 239. 3.3 0.0 32.0
33. 33 �� 1
185. AG 239. 3.3 0.0 32.0
34 . 34 �� 1
182. AG 239. 3.3 0.0 32.0
35. 35 �� 1
184. AG 239. 3.3 0.0 32.0
36. 36 •� 1
3. AG 443. 3.3 0.0 32.0
37. 37 •� 1
5. AG 443. 3.3 0.0 32.0
38. 38 •• 1
6. ,4G 517. 3.3 0.0 32.0
39. 39 •� 1
186. AG 517. 3.3 0.0 32.0
40 . 40 •� 1
185. AG 517. 3.3 0.0 32.0
41. 41 �� 1
182. AG 443. 3.3 0.0 32.0
42 . 42 �� 1
1. ,4G 443. 3.3 0.0 32.0
43 . 43 �• 1
3. ,4G 424. 3.7 0.0 32.0
44 . 44 •� 1
277. AG 424. 3.3 0.0 32.0
�
PAGE 2
7og: Build Bells �ake Rd 2035
�ake Rd 2035
DATE : 7/15/14
TIME . 13:47: 1
LINK VARIABLES
--------------
LINK DESCRIPTION ��
BRG TYPE VPH EF H W
Be11s2035.out
859.0 727.0
175.0 891.0
862.0 739.0
187.0 901.0
865.0 751.0
060.0 697.0
260.0 666.0
428.0 764.0
456.0 956.0
318.0 1102.0
116.0 1139.0
023.0 1112.0
978.0 1027.0
905.0 324.0
890.0 156.0
875.0 -205.0
832.0 -844.0
879.0 157.0
893.0 325.0
966.0 1148.0
881.0 326.0
867.0 158.0
832.0 -844.0
839.0 -205.0
828.0 179.0
1164.0
1862.0
2811.0
1865.0
2060.0
2260.0
2428.0
2456.0
2318.0
2116.0
2023.0
1978.0
1905.0
1890.0
1875.0
1832.0
1879.0
1893.0
1978.0
1881.0
1867.0
1832.0
1839.0
1855.0
1692.0
881.0 �°
739.0 �°
438.0 �°
751.0 �
697.0 ��
666.0 ��
764.0 �
956.0 ��
1102.0 �°
1139.0 �°
1112 . 0 �°
1027.0 �
324.0 ��
156.0 ��
-205.0 �
-844.0 ��
157.0 �°
325.0 �°
1147.0 �°
326.0 �
158.0 ��
-844.0 ��
-205.0 �
159.0 ��
195.0 �°
712.
704.
996.
694.
202.
202.
194.
194.
201.
205.
97.
96.
707.
169.
361.
640.
1002.
169.
826.
826.
169.
1003.
639.
364.
137.
RUN: Build Bells
LINK COORDINATES (FT) �� LENGTH
V/C QUEUE
Page 2

Be11s2035.out
�� Xl Yl X2 Y2 �� (FT)
(DEG) (G/MI) (FT) (FT) (VEH)
------------------------�°----------------------------------------��------------------
----------------------------------------
45. 45 •• 1820.0 -844.0 1834.0 96.0 �° 940.
l. ,4G 1388. 3.3 0.0 32.0
46. 46 •� 1834.0 96.0 1854.0 329.0 � 234.
5. AG 1138. 3.3 0.0 32.0
47. 47 •� 1854.0 329.0 1938.0 1151.0 �� 826.
6. AG 1138. 3.3 0.0 32.0
48. 48 �� 1926.0 1152.0 1842.0 331.0 �� 825.
186. AG 1138. 3.3 0.0 32.0
49. 49 �� 1842.0 331.0 1822.0 97.0 � 235.
185. AG 1138. 3.3 0.0 32.0
50. 50 �� 1822.0 97.0 1808.0 -843.0 �� 940.
181. AG 1388. 3.3 0.0 32.0
51. 51 •� 933.0 549.0 1097.0 397.0 �° 224.
133. AG 649. 3.3 0.0 32.0
52. 52 •� 1097.0 397.0 1248.0 264.0 �° 201.
131. AG 500. 3.3 0.0 32.0
53. 53 •• 1248.0 264.0 1391.0 190.0 �° 161.
117. AG 500. 3.3 0.0 32.0
54. 54 �� 1391.0 190.0 1550.0 156.0 � 163.
102. AG 500. 3.3 0.0 32.0
55. 55 •� 1550.0 156.0 1825.0 135.0 �� 276.
94. AG 500. 3.3 0.0 32.0
56. 56 �� 1826.0 147.0 1624.0 162.0 �� 203.
274. AG 149. 3.3 0.0 32.0
57. 57 �� 1624.0 162.0 1420.0 193.0 � 206.
279. AG 149. 3.3 0.0 32.0
58. 58 �� 1420.0 193.0 1254.0 274.0 �� 185.
296. AG 149. 3.3 0.0 32.0
59. 59 •� 1254.0 274.0 1097.0 397.0 �° 199.
308. AG 149. 3.3 0.0 32.0
60. Q1-NB Bells Thru •� 1966.7 1151.8 1951.4 1003.1 �� 149.
186. AG 21. 100.0 0.0 12.0 0.79 7.6
61. Q2-NB Bells Thru •• 1978.6 1150.6 1963.3 1001.9 �° 149.
186. AG 21. 100.0 0.0 12.0 0.79 7.6
62. Q3-NB Bells to wg540'° 1990.2 1145.8 1986.9 1113.3 � 33.
186. AG 10. 100.0 0.0 12.0 0.21 1.7
63. Q4-NB Bells Thru&RT � 1888.7 124.8 1886.9 81.8 �� 43.
182. AG 8. 100.0 0.0 12.0 0.31 2.2
64. Q5-NB Bells Thru&RT '° 1876.7 125.7 1874.9 82.7 �� 43.
182. AG 8. 100.0 0.0 12.0 0.31 2.2
65. Q6-NB Bells Thru&RT � 1864.8 126.5 1863.0 83.5 � 43.
182. AG 8. 100.0 0.0 12.0 0.31 2.2
66. Q7-NB Bells to Eg540'° 1852.8 127.3 1724.7 -3005.1 �� 3135.
182. AG 32. 100.0 0.0 12.0 2.99 159.3
67. Q8-Eg540 to ►vg Bells'� 1800.3 149.2 1056.7 �05.9 �° 746.
274. AG 33. 100.0 0.0 12.0 1.69 37.9
68. Q9-Eg540 to SB Bells'° 1799.4 137.3 -845.3 338.9 �° 2652.
274. AG 29. 100.0 0.0 12.0 1.88 134.7
69. Q10-SB Bells to E654'� 1816.8 183.4 1828.1 299.8 �° 117.
6. AG 10. 100.0 0.0 12.0 0.78 5.9
70. Q11-SB Thru •� 1828.8 182.4 2107.8 3052.4 � 2884.
6. AG 15. 100.0 0.0 12.0 1.28 146.5
71. Q12-5B Thru •� 1840.7 181.5 2120.8 3051.4 �� 2884.
6. AG 15. 100.0 0.0 12.0 1.28 146.5
g
PAGE 3
)og: Build Bells �ake Rd 2035
�ake Rd 2035
Page 3
RUN: Build Bells

Be11s2035.out
DATE : 7/15/14
TIME . 13:47: 1
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �• CYCLE RED CLEARANCE APPROACH SATURATION
IDLE SIGNAL ARRIVAL
�� LENGTH TIME LOST TIME VOL FLOW RATE
EM FAC TYPE RATE
�• (SEC) (SEC) (SEC) (VPH) (VPH)
(gm/hr)
------------------------�-----------------------------------------------------------
---------------------
60. Ql-NB Bells Thru �� 90 51 0.0 517 1600
13.52 1 3
61. Q2-NB Bells Thru •� 90 51 0.0 517 1600
13.52 1 3
62. Q3-NB Bells to wg540'° 90 25 0.0 239 1600
13.52 1 3
63. Q4-NB Bells Thru&RT '° 90 21 0.0 375 1600
13.52 1 3
64. Q5-NB Bells Thru&RT * 90 21 0.0 375 1600
13.52 1 3
65. Q6-NB Bells Thru&RT � 90 21 0.0 375 1600
13.52 1 3
66. Q7-NB Bells to EB540'° 90 80 0.0 424 1600
13.52 1 3
67. Q8-E6540 to NB Bells'� 90 83 0.0 149 1600
13.52 1 3
68. Q9-E6540 to SB Bells'° 90 73 0.0 500 1600
13.52 1 3
69. Q10-SB Bells to E654'� 90 24 0.0 891 1600
13.52 1 3
70. Q11-SB Thru •� 90 38 0.0 1138 1600
13.52 1 3
71. Ql�-SB Thru •• 90 38 0.0 1138 1600
13.52 1 3
RECEPTOR LOCATIONS
------------------
�• COORDINATES (FT) �•
RECEPTOR �� X Y Z ��
1. Bells-1 �� 1863.2 1162.4 6.0 •�
2. Bells-2 �� 1851.3 1046.7 6.0 ��
3. Bells-3 �� 1744.5 883.7 6.0 ••
4. Bells-4 �� 1543.3 62.5 6.0 ��
5. Bells-5 •� 1750.9 -27.7 6.0 �•
6. Bells-6 �� 1744.4 -204.0 6.0 ��
7. Bells-7 •� 1923.2 -206.4 6.0 ��
8. Bells-8 �� 1937.4 -44.9 6.0 ��
9. Bells-9 •• 1949.5 119.9 6.0 ••
10. Bells-10 �• 1967.5 318.2 6.0 ��
�
PAGE 4
)og: Build Bells �ake Rd 2035 Ru►v: Build Bells
�ake Rd 2035
MODEL RESULTS
Page 4

Be1152035.out
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
WIND ` CONCENTRATION
ANGLE �` (PPM)
(DEGR)` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10
------'`------------------------------------------------------------
0. •• 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0
5. �� 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0
10. �� 0.0 0.0 0.0 0.1 0.2 0.0 0.0 0.0 0.0 0.0
15. �� 0.0 0.0 0.0 0.1 0.2 0.2 0.0 0.0 0.0 0.0
20. •� 0.0 0.0 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
25. �� 0.0 0.0 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
30. �• 0.0 0.0 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
35. �� 0.0 0.1 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
40. �• 0.0 0.2 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
45. �� 0.0 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
50. •� 0.0 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
55. �� 0.0 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
60. �� 0.0 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
65. �� 0.0 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
70. �• 0.0 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
75. �� 0.0 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.1
80. �• 0.0 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.1
85. �� 0.0 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
90. �� 0.0 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
95. �� 0.0 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
100. •� 0.0 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
105. �� 0.0 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
110. �� 0.2 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
115. �� 0.3 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
120. �• 0.3 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
125. �� 0.3 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
130. •� 0.3 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
135. �� 0.3 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
140. •� 0.3 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
145. �� 0.3 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0
150. �• 0.3 0.3 0.1 0.0 0.2 0.2 0.0 0.0 0.0 0.0
155. �� 0.3 0.3 0.1 0.0 0.3 0.3 0.0 0.0 0.0 0.0
160. �• 0.3 0.3 0.1 0.0 0.3 0.3 0.0 0.0 0.0 0.0
165. �� 0.3 0.3 0.0 0.0 0.3 0.3 0.0 0.0 0.0 0.0
170. �� 0.3 0.3 0.0 0.0 0.3 0.3 0.0 0.0 0.0 0.0
175. �� 0.3 0.3 0.0 0.0 0.3 0.3 0.0 0.0 0.0 0.0
180. •� 0.3 0.3 0.0 0.0 0.2 0.1 0.0 0.0 0.0 0.0
185. �� 0.2 0.2 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1
190. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.3 0.3
195. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.3 0.3
200. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.3 0.3
205. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.3 0.2
�
PAGE 5
)og: Build Bells �ake Rd 2035
�ake Rd 2035
RUN: Build Bells
WIND �` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` RECl REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10
------��------------------------------------------------------------
210. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.3 0.0
Page 5

Be1152035.out
215. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.2 0.0
220. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.1
225. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.2
230. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.2
235. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.1
240. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.� 0.2
245. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.2
250. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.0 0.1
255. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.0 0.0
260. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.0 0.0
265. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.0 0.0
270. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.� 0.0
275. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.0
280. �� 0.0 0.0 0.0 0.1 0.0 0.0 0.2 0.2 0.� 0.0
285. �� 0.0 0.0 0.0 0.1 0.0 0.0 0.2 0.2 0.3 0.0
290. •� 0.0 0.0 0.0 0.1 0.0 0.0 0.2 0.2 0.0 0.0
295. �� 0.0 0.0 0.0 0.1 0.0 0.0 0.2 0.2 0.1 0.0
300. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.1
305. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.1
310. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.2
315. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.2 0.2
320. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.1 0.2
325. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.1 0.2
330. �� 0.0 0.0 0.0 0.1 0.0 0.0 0.2 0.0 0.0 0.2
335. �� 0.0 0.0 0.0 0.1 0.0 0.0 0.3 0.1 0.0 0.2
340. �• 0.0 0.0 0.0 0.1 0.0 0.0 0.2 0.1 0.0 0.2
345. �� 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.2 0.2
350. �• 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.� 0.2
355. �� 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.2 0.2
------��------------------------------------------------------------
MAX �� 0.3 0.3 0.1 0.1 0.3 0.3 0.3 0.3 0.3 0.3
DEGR. �` 115 45 150 0 155 155 190 190 190 190
THE HIGHEST CONCENTRATION OF 0.30 PPM OCCURRED AT RECEPTOR REC2
Page 6

EXBe11s2022.out
g CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
95221 PAGE 1
JOB: No BUild Bells Lake Rd 2022 RUN: No Build Bells
�ake Rd 2022
DATE : 7/15/14
TIME . 13:47: 0
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5 ZO = 108. CM
U= 1.0 M/S CLAS = 5(E) ATIM = 60. MINUTES
1000. M AMB = 0.0 PPM
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 -• 1909.0 1153.0 1824.0 138.0 �� 1019.
185. AG 663. 3.9 0.0 32.0
2. 2 -� 1824.0 138.0 1803.0 -843.0 '� 981.
181. AG 663. 3.9 0.0 32.0
3. 3 �� 1815.0 -844.0 1836.0 137.0 �� 981.
1. AG 357. 3.9 0.0 32.0
4. 4 �� 1836.0 137.0 1921.0 1152.0 �� 1019.
5. AG 357. 3.9 0.0 32.0
�
PAGE 2
JOB: No BUild Bells Lake Rd 2022
�ake Rd 2022
DATE : 7/15/14
TIME . 13:47: 0
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �� CYCLE
IDLE SIGNAL ARRIVAL
�� LENGTH
EM FAC TYPE RATE
�� (SEC)
(gm/hr)
RED
RUN: No Build Bells
CLEARANCE APPROACH SATURATION
TIME LOST TIME
(SEC) (SEC)
VOL
(VPH)
FLOW RATE
(VPH)
------------------------��-----------------------------------------------------------
---------------------
RECEPTOR LOCATIONS
------------------
�� COORDINATES (FT) ��
RECEPTOR �� X Y Z •�
1. Bells-1 �� 1863.2 1162.4 6.0 ��
2. Bells-2 �� 1851.3 1046.7 6.0 ��
3. Bells-3 �� 1744.5 883.7 6.0 •�
4. Bells-4 �� 1543.3 62.5 6.0 ��
Page 1

5. Bells-5
6. Bells-6
7. Be115-7
8. Bells-8
9. Bells-9
10. Bells-10
EXBe11s2022.out
.. 1750.9 -27.7
•� 1744.4 -204.0
�� 1923.2 -206.4
•� 1937.4 -44.9
�� 1949.5 119.9
•• 1967.5 318.2
g
PAGE 3
70B: No BUild Bells Lake Rd 2022
�ake Rd 2022
MODEL RESULTS
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
RUN: No Build Bells
WIND ` CONCENTRATION
ANGLE �` (PPM)
(DEGR)` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10
------��------------------------------------------------------------
0. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
5. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
10. �• 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
15. �� 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
20. �� 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
25. �� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0
30. •� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0
35. �� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
40. �� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
45. �� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
50. �• 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
55. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
60. •� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
65. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
70. •� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
75. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
80. �• 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
85. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
90. �• 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
95. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
100. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
105. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
110. •� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
115. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
120. �• 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
125. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
130. �• 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
135. �� 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
140. �• 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
145. �� 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
150. •� 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
155. �� 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
160. �• 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
165. �� 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
170. �• 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
175. �� 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
180. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
185. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Page 2

EXBe1152022.out
190. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0
195. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0
200. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0
205. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.1
�
PAGE 4
70B: No BUild Bells Lake Rd 2022
�ake Rd 2022
� �
� �
� �
� �
'� �
� �
� �
,� �
RUN: No Build Bells
WIND ` CONCENTRATION
ANGLE ''` (PPM)
(DEGR)` RECl REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10
------��------------------------------------------------------------
210. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
215. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
220. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
225. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
230. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
235. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
240. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
245. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
250. •• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
255. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
260. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
265. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
270. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
275. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
280. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
285. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
290. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
295. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
300. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
305. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
310. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
315. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
320. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
325. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
330. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
335. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
340. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
345. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
350. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
355. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
------`------------------------------------------------------------
MAX �� O.1 O.1 O.O O.O O.l O.l O.1 O.O O.O O.O
DEGR. �` 115 35 0 0 10 20 205 0 0 0
THE HIGHEST CONCENTRATION OF 0.10 PPM OCCURRED AT RECEPTOR RECS .
Page 3

EXBe11s2027.out
g CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
95221 PAGE 1
JOB: No Build Bells Lake Rd 2027 RUN: No Build Bells
�ake Rd 2027
DATE : 7/15/14
TIME . 13:47: 0
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5 ZO = 108. CM
U= 1.0 M/S CLAS = 5(E) ATIM = 60. MINUTES
1000. M AMB = 0.0 PPM
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 -• 1909.0 1153.0 1824.0 138.0 �� 1019.
185. AG 803. 3.5 0.0 32.0
2. 2 -� 1824.0 138.0 1803.0 -843.0 '� 981.
181. AG 803. 3.5 0.0 32.0
3. 3 �� 1815.0 -844.0 1836.0 137.0 �� 981.
1. AG 433. 3.5 0.0 32.0
4. 4 �� 1836.0 137.0 1921.0 1152.0 �� 1019.
5. AG 433. 3.5 0.0 32.0
�
PAGE 2
70B: No Build Bells Lake Rd 2027
�ake Rd 2027
DATE : 7/15/14
TIME . 13:47: 0
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �� CYCLE
IDLE SIGNAL ARRIVAL
�� LENGTH
EM FAC TYPE RATE
�� (SEC)
(gm/hr)
RED
RUN: No Build Bells
CLEARANCE APPROACH SATURATION
TIME LOST TIME
(SEC) (SEC)
VOL
(VPH)
FLOW RATE
(VPH)
------------------------��-----------------------------------------------------------
---------------------
RECEPTOR LOCATIONS
------------------
�� COORDINATES (FT) ��
RECEPTOR �� X Y Z •�
1. Bells-1 �� 1863.2 1162.4 6.0 ��
2. Bells-2 �� 1851.3 1046.7 6.0 ��
3. Bells-3 �� 1744.5 883.7 6.0 •�
4. Bells-4 �� 1543.3 62.5 6.0 ��
Page 1

5. Bells-5
6. Bells-6
7. Be115-7
8. Bells-8
9. Bells-9
10. Bells-10
EXBe11s2027.out
.. 1750.9 -27.7
•� 1744.4 -204.0
�� 1923.2 -206.4
•� 1937.4 -44.9
�� 1949.5 119.9
•• 1967.5 318.2
g
PAGE 3
70B: No Build Bells Lake Rd 2027
�ake Rd 2027
MODEL RESULTS
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
RUN: No Build Bells
WIND ` CONCENTRATION
ANGLE �` (PPM)
(DEGR)` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10
------��------------------------------------------------------------
0. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
5. �� 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
10. �• 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
15. �� 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
20. �� 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
25. �� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0
30. •� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0
35. �� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
40. �� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
45. �� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
50. �• 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
55. �� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
60. •� 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
65. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
70. •� 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
75. �� 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
80. �• 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
85. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
90. �• 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
95. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
100. �� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
105. �� 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
110. •� 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
115. �� 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
120. �• 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
125. �� 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
130. �• 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
135. �� 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
140. �• 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
145. �� 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
150. •� 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
155. �� 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
160. �• 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
165. �� 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
170. �• 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
175. �� 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
180. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
185. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Page 2

EXBe1152027.out
190. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0
195. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0
200. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.1
205. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.1
�
PAGE 4
70B: No Build Bells Lake Rd 2027
�ake Rd 2027
0.0
0.0
0.1
0.1
0.0
0.0
0.1
0.0
RUN: No Build Bells
WIND ` CONCENTRATION
ANGLE ''` (PPM)
(DEGR)` RECl REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10
------��------------------------------------------------------------
210. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0
215. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
220. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
225. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
230. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
235. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
240. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
245. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
250. •• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
255. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
260. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
265. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
270. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
275. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
280. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
285. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
290. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
295. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
300. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
305. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
310. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
315. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
320. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
325. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
330. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
335. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
340. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
345. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0
350. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0
355. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
------`------------------------------------------------------------
MAX �� O.1 O.1 O.O O.O O.l O.l O.1 O.l O.1 O.O
DEGR. �` 115 35 0 0 5 20 200 200 200 0
THE HIGHEST CONCENTRATION OF 0.10 PPM OCCURRED AT RECEPTOR RECS .
Page 3

ExBe11s2035.out
g CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
95221 PAGE 1
JOB: No Build Bells Lake Rd 2035 RUN: No Build Bells
�ake Rd 2035
DATE : 7/15/14
TIME . 13:47: 0
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5 ZO = 108. CM
U= 1.0 M/S CLAS = 5(E) ATIM = 60. MINUTES
1000. M AMB = 0.0 PPM
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 -• 1909.0 1153.0 1824.0 138.0 �� 1019.
185. AG 1030. 3.3 0.0 32.0
2. 2 -� 1824.0 138.0 1803.0 -843.0 '� 981.
181. AG 1030. 3.3 0.0 32.0
3. 3 �� 1815.0 -844.0 1836.0 137.0 �� 981.
1. AG 554. 3.3 0.0 32.0
4. 4 �� 1836.0 137.0 1921.0 1152.0 �� 1019.
5. AG 554. 3.3 0.0 32.0
�
PAGE 2
7og: No Build Bells �ake Rd 2035
�ake rzd 2035
DATE : 7/15/14
TIME . 13:47: 0
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �� CYCLE
IDLE SIGNAL ARRIVAL
�� LENGTH
EM FAC TYPE RATE
�� (SEC)
(gm/hr)
RED
RUN: No Build Bells
CLEARANCE APPROACH SATURATION
TIME LOST TIME
(SEC) (SEC)
VOL
(VPH)
FLOW RATE
(VPH)
------------------------��-----------------------------------------------------------
---------------------
RECEPTOR LOCATIONS
------------------
�� COORDINATES (FT) ��
RECEPTOR �� X Y Z •�
1. Bells-1 �� 1863.2 1162.4 6.0 ��
2. Bells-2 �� 1851.3 1046.7 6.0 ��
3. Bells-3 �� 1744.5 883.7 6.0 •�
4. Bells-4 �� 1543.3 62.5 6.0 ��
Page 1

5. Bells-5
6. Bells-6
7. Be115-7
8. Bells-8
9. Bells-9
10. Bells-10
ExBe11s2035.out
.. 1750.9 -27.7
•� 1744.4 -204.0
�� 1923.2 -206.4
•� 1937.4 -44.9
�� 1949.5 119.9
•• 1967.5 318.2
g
PAGE 3
7og: No Build Bells �ake Rd 2035
�ake Rd 2035
MODEL RESULTS
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
RUN: No Build Bells
WIND ` CONCENTRATION
ANGLE �` (PPM)
(DEGR)` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10
------��------------------------------------------------------------
0. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
5. �� 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
10. �• 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
15. �� 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
20. �� 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
25. �� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0
30. •� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
35. �� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
40. �� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
45. �� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
50. �• 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
55. �� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
60. •� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
65. �� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
70. •� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
75. �� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
80. �• 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
85. �� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
90. �• 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
95. �� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
100. �� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
105. �� 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
110. •� 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
115. �� 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
120. �• 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
125. �� 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
130. �• 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
135. �� 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
140. �• 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
145. �� 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
150. •� 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
155. �� 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0
160. �• 0.2 0.2 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0
165. �� 0.2 0.2 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0
170. �• 0.2 0.2 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
175. �� 0.2 0.2 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
180. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
185. �� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Page 2

ExBe1152035.out
190. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0
195. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.1
200. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.1
205. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.1
�
PAGE 4
�OB: No Build Bells �ake Rd 2035
�ake Rd 2035
0.0
0.1
0.1
0.1
0.0
0.1
0.1
0.1
0.0
0.1
0.1
0.1
RUN: No Build Bells
WIND ` CONCENTRATION
ANGLE ''` (PPM)
(DEGR)` RECl REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10
------��------------------------------------------------------------
210. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0
215. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0
220. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0
225. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0
230. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0
235. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0
240. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0
245. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
250. •• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
255. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
260. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
265. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
270. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
275. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
280. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
285. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
290. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
295. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
300. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
305. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0
310. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0
315. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0
320. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0
325. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1
330. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1
335. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1
340. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1
345. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1
350. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1
355. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0
------`------------------------------------------------------------
MAX �� 0.2 0.2 O.1 O.O O.l O.l O.1 O.l O.1 O.1
DEGR. �` 160 160 155 0 5 5 195 195 195 195
THE HIGHEST CONCENTRATION OF 0.20 PPM OCCURRED AT RECEPTOR REC1 .
Page 3

Fayettevi11e2022.out
g CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
95221 PAGE 1
JOB: BUild Fayetteville 2022 RUN: BUild
Fayetteville 2022
DATE : 7/15/14
TIME . 13:47: 2
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5
U= 1.0 M/S CLAS = 5(E)
1000. M AMB = 0.0 PPM
ZO = 108. CM
ATIM = 60. MINUTES
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 �• 1544.0 1804.0 1501.0 1714.0 �� 100.
206. AG 156. 3.9 0.0 32.0
2. 2 �� 1501.0 1714.0 1346.0 1244.0 '� 495.
198. AG 156. 3.9 0.0 32.0
3. 3 �� 1341.0 1246.0 1198.0 1099.0 �� 205.
224. AG 156. 4.4 0.0 32.0
4. 4 �� 1198.0 1099.0 1009.0 1119.0 �� 190.
276. AG 156. 4.4 0.0 32.0
5. 5 �� 1009.0 1119.0 902.0 1277.0 � 191.
326. AG 156. 4.4 0.0 32.0
6. 6 �� 902.0 1277.0 954.0 1460.0 � 190.
16. AG 156. 4.4 0.0 32.0
7. 7 -• 954.0 1460.0 1127.0 1539.0 �� 190.
65. AG 156. 4.4 0.0 32.0
8. 8 �� 1127.0 1539.0 1315.0 1481.0 �� 197.
107. AG 156. 4.4 0.0 32.0
9. 9 �• 1315.0 1481.0 1393.0 1442.0 �� 87.
117. AG 156. 4.1 0.0 32.0
10. 10 �� 1393.0 1442.0 1459.0 1411.0 '� 73.
115. AG 156. 4.1 0.0 32.0
11. 11 �� 1459.0 1411.0 2298.0 1061.0 �� 909.
113. AG 156. 4.1 0.0 32.0
12. 12 �� 2297.0 1075.0 1464.0 1422.0 �� 902.
293. AG 857. 4.1 0.0 32.0
13. 13 �� 1464.0 1422.0 764.0 1780.0 � 786.
297. AG 857. 4.1 0.0 32.0
14. 14 �� 776.0 1788.0 1469.0 1433.0 � 779.
117. AG 856. 4.1 0.0 32.0
15. 15 �• 1469.0 1433.0 2295.0 1088.0 �� 895.
113. AG 856. 4.1 0.0 32.0
16. 16 �� 2293.0 1102.0 1474.0 1444.0 �� 888.
293. AG 856. 4.1 0.0 32.0
17. 17 �• 1474.0 1444.0 788.0 1795.0 �� 771.
297. AG 856. 4.1 0.0 32.0
18. 18 �� 873.0 1841.0 1500.0 1522.0 '� 703.
117. AG 421. 4.1 0.0 32.0
19. 19 �� 1500.0 1522.0 2272.0 1197.0 �� 838.
Page 1

113. AG 421.
20. 20
293. AG 420.
21. 21
297. AG 420.
22. 22
117. AG 420.
23. 23
113. AG 420.
24. 24
117. AG 229.
25. 25
114. AG 229.
26. 26
94. AG 229.
27. 27
63. ,4G 229.
28. 28
22. AG 229.
29. 29
331. AG 229.
30. 30
280. AG 229.
31. 31
230. AG 229.
32. 32
198. AG 229.
33. 33
205. AG 229.
34. 34
20. AG 612.
35. 35
18. AG 155.
36. 36
18. AG 508.
37. 37
18. AG 279.
38. 38
198. AG 508.
39. 39
198. AG 612.
40. 40
18. AG 612.
41. 41
18. AG 508.
42. 42
198. AG 986.
43. 43
198. AG 1088.
44. 44
18. AG 1088.
�
4.1
4.1
4.1
4.4
4.4
4.4
4.4
4.4
4.4
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
Fayettevi11e2022.out
0.0 32.0
•� 2268.0 1211.0
0.0 32.0
•� 1503.0 1534.0
0.0 32.0
•• 900.0 1854.0
0.0 32.0
•� 1508.0 1545.0
0.0 32.0
•� 914.0 1860.0
0.0 32.0
�� 1512.0 1556.0
0.0 32.0
�� 1758.0 1445.0
0.0 32.0
�� 1895.0 1436.0
0.0 32.0
•� 2000.0 1490.0
0.0 32.0
•� 2074.0 1672.0
0.0 32.0
•• 1978.0 1844.0
0.0 32.0
�� 1786.0 1878.0
0.0 32.0
•� 1632.0 1748.0
0.0 32.0
�� 1470.0 1256.0
0.0 32.0
�� 1035.0 22.0
0.0 32.0
�� 1207.0 498.0
0.0 32.0
•� 1360.0 962.0
0.0 32.0
•� 1428.0 1166.0
0.0 32.0
•• 1650.0 1878.0
0.0 32.0
•� 1349.0 965.0
0.0 32.0
•� 1012.0 -15.0
0.0 32.0
�� 1338.0 969.0
0.0 32.0
�� 1599.0 1896.0
0.0 32.0
.. 1298.0 982.0
0.0 32.0
•� 961.0 1.0
0.0 32.0
PAGE 2
70B: BUild Fayetteville 2022
Fayetteville 2022
DATE : 7/15/14
TIME . 13:47: 2
LINK VARIABLES
--------------
LINK DESCRIPTION ��
BRG TYPE VPH EF H W
1503.0 1534.0 �° 830.
887.0 1848.0 �° 691.
1508.0 1545.0 �° 682.
2264.0 1226.0 � 821.
1512.0 1556.0 �� 671.
1758.0 1445.0 �� 270.
1895.0
2000.0
2074.0
1978.0
1786.0
1632.0
1470.0
1428.0
1207.0
1360.0
1428.0
1662.0
1436.0 �
1490.0 ��
1672.0 �°
1844 . 0 �°
1878.0 �°
1748.0 �
1256.0 ��
1166.0 ��
498.0 �
962.0 ��
1166.0 �°
1874.0 �°
137.
118.
196.
197.
195.
202.
518.
99.
506.
489.
215.
746.
1349.0 965.0 �° 961.
1024.0 -19.0 � 1036.
1338.0 969.0 �� 1037.
1639.0 1882.0 �� 961.
1298.0 982.0 � 962.
1174.0 606.0 �� 396.
1286.0 986.0 �° 1037.
RUN: BUild
LINK COORDINATES (FT) �� LENGTH
V/C QUEUE
Page 2

Fayettevi11e2022.out
�� Xl Yl X2 Y2 �� (FT)
(DEG) (G/MI) (FT) (FT) (VEH)
------------------------�°----------------------------------------��------------------
----------------------------------------
45. 45 •• 1286.0 986.0 1588.0 1899.0 �° 962.
18. ,4G 986. 3.9 0.0 32.0
46. 46 •� 1576.0 1902.0 1275.0 990.0 � 960.
198. AG 986. 3.9 0.0 32.0
47. 47 •� 1275.0 990.0 950.0 5.0 �� 1037.
198. AG 1088. 3.9 0.0 32.0
48. 48 �� 457.0 1469.0 573.0 1292.0 �� 212.
147. AG 266. 3.9 0.0 32.0
49. 49 �� 573.0 1292.0 656.0 1105.0 � 205.
156. AG 266. 3.9 0.0 32.0
50. 50 �� 656.0 1105.0 708.0 910.0 �� 202.
165. AG 266. 3.9 0.0 32.0
51. 51 •� 708.0 910.0 730.0 710.0 �° 201.
174. AG 266. 3.9 0.0 32.0
52. 52 •� 730.0 710.0 722.0 502.0 �° 208.
182. AG 266. 3.9 0.0 32.0
53. 53 •• 722.0 502.0 716.0 297.0 �° 205.
182. AG 266. 3.9 0.0 32.0
54. 54 �� 716.0 297.0 753.0 198.0 � 106.
160. AG 266. 3.9 0.0 32.0
55. 55 •� 753.0 198.0 828.0 122.0 �� 107.
135. AG 266. 3.9 0.0 32.0
56. 56 �� 828.0 122.0 959.0 32.0 �� 159.
124. AG 266. 3.9 0.0 32.0
57. 57 �� 963.0 44.0 835.0 132.0 � 155.
305. AG 183. 3.9 0.0 32.0
58. 58 �� 835.0 132.0 750.0 227.0 �� 127.
318. AG 183. 3.9 0.0 32.0
59. 59 •� 750.0 227.0 725.0 351.0 �° 126.
349. AG 183. 3.9 0.0 32.0
60. 60 •� 725.0 351.0 735.0 503.0 �° 152.
4. AG 183. 3.9 0.0 32.0
61. 61 •• 735.0 503.0 742.0 717.0 �° 214.
2. ,4G 183. 3.9 0.0 32.0
62. 62 •� 742.0 717.0 719.0 916.0 � 200.
353. AG 183. 3.9 0.0 32.0
63. 63 •� 719.0 916.0 667.0 1110.0 �� 201.
345. AG 183. 3.9 0.0 32.0
64. 64 �� 667.0 1110.0 586.0 1293.0 �� 200.
336. AG 183. 3.9 0.0 32.0
65. 65 �� 586.0 1293.0 464.0 1480.0 � 223.
327. AG 183. 3.9 0.0 32.0
66. 66 �� 563.0 1609.0 641.0 1432.0 �� 193.
156. AG 606. 3.9 0.0 32.0
67. 67 •� 641.0 1432.0 730.0 1252.0 �° 201.
154. AG 606. 3.9 0.0 32.0
68. 68 •� 730.0 1252.0 803.0 1163.0 �° 115.
141. AG 606. 3.9 0.0 32.0
69. 69 •• 803.0 1163.0 993.0 1037.0 �° 228.
124. AG 230. 3.9 0.0 32.0
70. 70 •� 993.0 1037.0 1261.0 948.0 � 282.
108. AG 230. 3.9 0.0 32.0
71. 71 •� 1257.0 937.0 1015.0 1017.0 �� 255.
288. AG 231. 3.9 0.0 32.0
72. 72 �� 1015.0 1017.0 911.0 1063.0 �� 114.
294. AG 231. 3.9 0.0 32.0
73. 73 �� 911.0 1063.0 803.0 1163.0 � 147.
313. AG 231. 3.9 0.0 32.0
Page 3

Fayettevi11e2022.out
74. 74 �� 803.0 1163.0
123. AG 145. 3.9 0.0 32.0
75. 75 �� 923.0 1084.0
112. AG 145. 3.9 0.0 32.0
76. 76 �� 1096.0 1015.0
108. AG 145. 3.9 0.0 32.0
77. 77 -• 2303.0 875.0
267. AG 457. 3.9 0.0 32.0
78. 78 �� 2103.0 866.0
268. AG 457. 3.9 0.0 32.0
79. 79 �• 1894.0 859.0
272. AG 457. 3.9 0.0 32.0
80. 80 �� 1686.0 865.0
280. AG 457. 3.9 0.0 32.0
81. 81 �� 1470.0 902.0
264. AG 457. 3.9 0.0 32.0
82. 82 �� 1390.0 893.0
227. AG 457. 3.9 0.0 32.0
83. 83 �� 1332.0 838.0
198. AG 457. 3.9 0.0 32.0
84. 84 �� 1250.0 589.0
205. AG 457. 3.9 0.0 32.0
85. 85 �• 1174.0 606.0
192. AG 330. 3.9 0.0 32.0
86. 86 �� 1154.0 508.0
198. AG 330. 3.9 0.0 32.0
87. 87 -• 1053.0 203.0
194. AG 330. 3.9 0.0 32.0
88. 88 -� 1174.0 606.0
198. AG 758. 3.9 0.0 32.0
89. Q1-N6401 Thru �� 1671.2 1979.1
198. AG 17. 100.0 0.0 12.0 0.43 4.1
90. Q2-►vg401 Thru �� 1682.6 1975.4
198. AG 17. 100.0 0.0 12.0 0.43 4.1
91. Q3-N6401 Thru �� 1694.0 1971.6
198. AG 17. 100.0 0.0 12.0 0.43 4.1
92. Q4-S6401 Thru �� 1276.7 994.1
18. AG 19. 100.0 0.0 12.0 0.97 15.0
93. Q5-Sg401 Thru -• 1288.1 990.4
18. AG 19. 100.0 0.0 12.0 0.97 15.0
94. Q6-Sg401 Thru �� 1299.5 986.6
18. AG 19. 100.0 0.0 12.0 0.97 15.0
95. Q7-Ng401 RT -• 1346.8 881.2
198. AG 19. 100.0 0.0 12.0 0.48 4.7
g
923.0
1096.0
1271.0
2103.0
1894.0
1686.0
1470.0
1390.0
1332.0
1250.0
1207.0
1154.0
1053.0
1019.0
972.0
1646.1
1657.5
1668.9
1369.2
1380.6
1392.0
1317.8
1084 . 0 ��
1015.0 �
958.0 �
866.0 ��
859.0 �
865.0 �
902 . 0 ��
893.0 ��
838.0 ��
589.0 �
498.0 �
508.0 ��
203.0 �
68.0 �
-2.0 ..
1903 . 0 ��
1899 . 3 ��
1895.5 �
1274.4 �
12 70 . 7 ��
1266.9 �
793.4 -�
144.
186.
184.
200.
209.
208.
219.
81.
80.
262.
101.
100.
321.
139.
641.
80.
80.
80.
295.
295.
295.
92.
PAGE 3
70B: BUild Fayetteville 2022 RUN: BUild
Fayetteville 2022
DATE : 7/15/14
TIME . 13:47: 2
LINK VARIABLES
--------------
LINK DESCRIPTION �• LINK COORDINATES (FT) �� LENGTH
BRG TYPE VPH EF H W V/C QUEUE
�� Xl Yl X2 Y2 �� (FT)
(DEG) (G/MI) (FT) (FT) (VEH)
------------------------'°----------------------------------------��------------------
----------------------------------------
96. Q8-N6401 Thru �� 1335.4 884.9 1306.3 796.7 � 93.
198. AG 19. 100.0 0.0 12.0 0.48 4.7
Page 4

Fayettevi11e2022.out
97. Q9-Ng401 Thru �� 1324.0 888.7
198. AG 19. 100.0 0.0 12.0 0.48 4.7
98. Q10-►vg401 Thru �� 1312.6 892.5
198. AG 19. 100.0 0.0 12.0 0.48 4.7
99. Q11-E6540 to N6540 °� 1250.2 965.0
288. AG 45. 100.0 0.0 12.0 0.62 3.5
100. Q12-EB540 to SB540 �• 1246.4 953.6
288. AG 45. 100.0 0.0 12.0 1.00 9.2
101. Q13-EB540 to SB540 �� 1242.7 942.2
288. AG 45. 100.0 0.0 12.0 1.00 9.2
102. Q14-EB Donny �• 925.5 57.4
305. AG 49. 100.0 0.0 12.0 2.29 88.1
103. Q15-wg �onny -� 1060.6 4.2
108. AG 49. 100.0 0.0 12.0 2.92 128.3
104. Q16-SB401atDonny LT �� 1019.9 70.4
17. AG 48. 100.0 0.0 12.0 2.54 115.8
105. Q17-Sg401at�onny �� 993.0 58.0
18. AG 22. 100.0 0.0 12.0 1.08 56.2
106. Q18-Sg401at�onny �� 981.6 61.7
18. AG 22. 100.0 0.0 12.0 1.08 56.2
107. Q19-S6401atDonny �� 970.2 65.5
18. AG 22. 100.0 0.0 12.0 1.08 56.2
108. Q20-Sg401at�onny RT -� 958.8 69.3
18. AG 22. 100.0 0.0 12.0 0.13 1.4
�
PAGE 4
7og: Build Fayetteville 2022
Fayetteville 2022
DATE : 7/15/14
TIME . 13:47: 2
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �� CYCLE
IDLE SIGNAL ARRIVAL
�� LENGTH
EM FAC TYPE RATE
�• (SEC)
(gm/hr)
RED
1294.9
1283.5
1184.4
1073.8
1070.1
-503.0
3458.3
1677.0
1340.0
1328.6
1317.2
967.2
800 . 5 ��
804.3 �
986.7 �
1010 . 6 ��
999.1 �
1042.4 �
-786.6 ��
2253.1 ��
1109 . 2 ��
1112.9 �
1116.7 �
94.8 ..
RUN: BUild
93.
93.
69.
182.
182.
1735.
2525.
2279.
1107.
1107.
1107.
27.
CLEARANCE APPROACH SATURATION
TIME LOST TIME
(SEC) (SEC)
VOL
(VPH)
FLOW RATE
(VPH)
------------------------��-----------------------------------------------------------
---------------------
89. Q1-N6401 Thru �� 110 34 5.0 431 1600
21.05 1 3
90. Q2-N6401 Thru �� 110 34 5.0 431 1600
21.05 1 3
91. Q3-N6401 Thru �� 110 34 5.0 431 1600
21.05 1 3
92. Q4-S6401 Thru •� 110 37 5.0 934 1600
21.05 1 3
93. Q5-56401 Thru •� 110 37 5.0 934 1600
21.05 1 3
94. Q6-S6401 Thru •• 110 37 5.0 934 1600
21.05 1 3
95. Q7-N6401 RT �� 110 37 5.0 457 1600
21.05 1 3
96. Q8-N6401 Thru •� 110 37 5.0 459 1600
21.05 1 3
97. Q9-N6401 Thru �� 110 37 5.0 459 1600
21.05 1 3
98. Q10-N6401 Thru �� 110 37 5.0 459 1600
21.05 1 3
Page 5

Fayettevi11e2022.out
99. Q11-E6540 to N6540 �� 110 87 5.0 145 1600
21.05 1 3
100. Q12-E6540 to 56540 �� 110 87 5.0 231 1600
21.05 1 3
101. Q13-E6540 to 56540 �� 110 87 5.0 231 1600
21.05 1 3
102. Q14-EB �onny -• 110 95 5.0 266 1600
21.05 1 3
103. Q15-wg �onny �� 110 95 5.0 339 1600
21.05 1 3
104. Q16-Sg401at�onny LT -� 110 94 5.0 330 1600
21.05 1 3
105. Q17-S6401atDonny �� 110 43 5.0 946 1600
21.05 1 3
106. Q18-S6401atDonny �� 110 43 5.0 946 1600
21.05 1 3
107. Q19-Sg401at�onny �� 110 43 5.0 946 1600
21.05 1 3
108. Q20-SB401atDonny RT �� 110 43 5.0 114 1600
21.05 1 3
RECEPTOR LOCATIONS
------------------
�� COORDINATES (FT) •�
RECEPTOR �� X Y Z ��
1. uS401-1 -• 990.0 939.2 6.0 ��
2. US401-2 �� 1084.6 844.3 6.0 ��
3. uS401-3 �� 1136.4 792.3 6.0 ��
4. US401-4 �� 1024.3 452.7 6.0 •�
5. uS401-5 �� 964.0 270.1 6.0 ��
6. US401-6 �� 864.8 177.7 6.0 ••
7. uS401-7 �� 737.4 130.6 6.0 ��
8. US401-8 •� 843.1 48.5 6.0 �•
9. uS401-9 �� 869.5 -64.1 6.0 ��
10. US401-10 •� 1141.9 7.6 6.0 •�
11. uS401-11 �� 1310.2 569.3 6.0 ��
12. US401-12 •• 1358.4 715.4 6.0 �•
13. uS401-13 �• 1544.3 790.2 6.0 ��
�
PAGE 5
JOB: BUild Fayetteville 2022 RUN: BUild
Fayetteville 2022
MODEL RESULTS
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
WIND �` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` RECl REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------`-----------------------------------------------------------------------------
0. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.4 0.1 0.4
0.0
Page 6

5. ��
0.0
10 . ��
0.0
15 . ��
0.0
2 0 . ..
0.0
25. ..
0.0
30. •�
0.0
3 5 . ��
0.0
40. •�
0.0
4 5 . ��
0.0
5 0 . ��
0.0
5 5 . ��
0.0
60. •�
0.0
6 5 . ��
0.0
70 . ..
0.0
7 5 . ..
0.0
80 . ..
0.0
8 5 . ..
0.0
90. ��
0.0
9 5 . ��
0.0
100 . •�
0.0
10 5 . ��
0.0
110 . •�
0.0
115 . ��
0.0
120. •�
0.0
12 5 . ��
0.0
130. ��
0.0
135. ��
0.0
140 . •�
0.0
14 5 . ��
0.0
150. •�
0.0
155. ��
0.0
160 . •�
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.2
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.4
0.4
0.4
0.4
0.1
0.1
0.0
0.1
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.0
0.0
0.0
0.3
0.4
0.4
0.5
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
Fayettevi11e2022.out
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.1 0.2 0.0 0.1 0.1
0.3 0.3 0.1 0.1 0.4
0.4 0.3 0.3 0.1 0.4
0.4 0.3 0.3 0.1 0.4
0.4 0.4 0.3 0.1 0.4
0.3 0.4 0.3 0.1 0.4
0.3 0.4 0.3 0.1 0.4
0.3 0.4 0.2 0.1 0.4
0.3 0.4 0.2 0.1 0.3
0.3 0.4 0.2 0.1 0.3
0.3 0.4 0.2 0.1 0.3
0.3 0.3 0.2 0.1 0.3
0.3 0.3 0.2 0.1 0.3
0.3 0.3 0.2 0.1 0.2
0.3 0.3 0.1 0.1 0.2
0.3 0.3 0.1 0.1 0.3
0.3 0.2 0.1 0.1 0.1
0.3 0.2 0.1 0.2 0.1
0.3 0.2 0.2 0.2 0.1
0.3 0.2 0.2 0.2 0.1
0.3 0.4 0.2 0.0 0.0
0.3 0.4 0.2 0.0 0.0
0.3 0.4 0.2 0.0 0.0
0.3 0.3 0.1 0.0 0.0
0.3 0.3 0.1 0.0 0.0
0.3 0.3 0.0 0.0 0.0
0.4 0.4 0.0 0.0 0.0
0.4 0.3 0.1 0.0 0.0
0.4 0.3 0.1 0.0 0.0
Page 7
0.0
0.0
0.1
0.3
0.5
0.4
0.4
0.4
0.3
0.3
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.4
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

0.0
165. �• 0.0 0.3 0.4
0.0
170. �• 0.0 0.3 0.3
0.0
175. •� 0.0 0.3 0.3
0.0
180. •� 0.0 0.2 0.4
0.0
185. �• 0.0 0.2 0.4
0.0
190. �• 0.0 0.0 0.3
0.0
195. �� 0.0 0.0 0.2
0.0
200. •� 0.0 0.0 0.0
0.0
205. �• 0.0 0.0 0.0
0.0
�
Fayettevi11e2022.out
0.4 0.3 0.1 0.0
0.4 0.2 0.1 0.0
0.4 0.2 0.1 0.0
0.3 0.2 0.1 0.0
0.2 0.1 0.1 0.0
0.2 0.0 0.1 0.0
0.0 0.0 0.1 0.0
0.0 0.0 0.1 0.0
0.0 0.0 0.1 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
PAGE 6
JOB: BUild Fayetteville 2022 RUN: BUild
Fayetteville 2022
WIND �` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------��-----------------------------------------------------------------------------
210. •� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.1
0.0
215. �• 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.3 0.5
0.0
220. �• 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.5 0.5
0.0
225. •� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.4 0.4
0.0
230. •� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.3 0.3
0.0
235. �• 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.3 0.3
0.0
240. �• 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.3 0.3
0.0
245. �� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.3 0.3
0.0
250. •� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.1
0.0
255. �• 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.2
0.0
260. �• 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.2
0.0
265. •� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.2
0.0
270. •� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.0
0.0
275. �• 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0
280. �• 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1
0.0
285. �� 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.1
0.0
Page 8

290. ��
0.0
295. ��
0.0
300. ��
0.0
305. •�
0.0
310 . ��
0.0
315 . •�
0.0
320. ��
0.0
3 2 5 . •�
0.0
330. ��
0.0
335. ��
0.0
340. ��
0.0
345. •�
0.0
350. ��
0.0
355. •�
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Fayettevi11e2022.out
0.0 0.1 0.1 0.0 0.0
0.0 0.0 0.1 0.0 0.0
0.0 0.0 0.1 0.1 0.1
0.0 0.0 0.1 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.2 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.2
0.3
0.3
0.3
0.3
0.3
0.0
0.0
0.0
0.0
0.1
0.2
0.2
0.2
0.4
0.4
0.4
0.4
0.2
0.1
0.1
0.1
0.1
0.0
0.1
0.2
0.2
0.1
0.3
0.2
0.1
0.1
0.1
0.4
------�_-----------------------------------------------------------------------------
MAX •� 0.2 0.4 0.5 0.4 0.4 0.3 0.2 0.4 0.5 0.4 0.5 0.5
0.0
DEGR. ` 65 30 35 30 40 30 105 25 25 0 220 215
0
THE HIGHEST CONCENTRATION OF 0.50 PPM OCCURRED AT RECEPTOR REC9 .
Page 9

Fayettevi11e2027.out
g CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
95221 PAGE 1
JOB: BUild Fayetteville 2027 RUN: BUild
Fayetteville 2027
DATE : 7/15/14
TIME . 13:47: 3
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5
U= 1.0 M/S CLAS = 5(E)
1000. M AMB = 0.0 PPM
ZO = 108. CM
ATIM = 60. MINUTES
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 �• 1544.0 1804.0 1501.0 1714.0 �� 100.
206. AG 147. 3.5 0.0 32.0
2. 2 �� 1501.0 1714.0 1346.0 1244.0 '� 495.
198. AG 147. 3.5 0.0 32.0
3. 3 �� 1341.0 1246.0 1198.0 1099.0 �� 205.
224. AG 147. 3.9 0.0 32.0
4. 4 �� 1198.0 1099.0 1009.0 1119.0 �� 190.
276. AG 147. 3.9 0.0 32.0
5. 5 �� 1009.0 1119.0 902.0 1277.0 � 191.
326. AG 147. 3.9 0.0 32.0
6. 6 �� 902.0 1277.0 954.0 1460.0 � 190.
16. AG 147. 3.9 0.0 32.0
7. 7 -• 954.0 1460.0 1127.0 1539.0 �� 190.
65. AG 147. 3.9 0.0 32.0
8. 8 �� 1127.0 1539.0 1315.0 1481.0 �� 197.
107. AG 147. 3.5 0.0 32.0
9. 9 �• 1315.0 1481.0 1393.0 1442.0 �� 87.
117. AG 147. 3.5 0.0 32.0
10. 10 �� 1393.0 1442.0 1459.0 1411.0 '� 73.
115. AG 147. 3.5 0.0 32.0
11. 11 �� 1459.0 1411.0 2298.0 1061.0 �� 909.
113. AG 147. 3.5 0.0 32.0
12. 12 �� 2297.0 1075.0 1464.0 1422.0 �� 902.
293. AG 999. 3.5 0.0 32.0
13. 13 �� 1464.0 1422.0 764.0 1780.0 � 786.
297. AG 999. 3.5 0.0 32.0
14. 14 �� 776.0 1788.0 1469.0 1433.0 � 779.
117. AG 999. 3.5 0.0 32.0
15. 15 �• 1469.0 1433.0 2295.0 1088.0 �� 895.
113. AG 999. 3.5 0.0 32.0
16. 16 �� 2293.0 1102.0 1474.0 1444.0 �� 888.
293. AG 998. 3.5 0.0 32.0
17. 17 �• 1474.0 1444.0 788.0 1795.0 �� 771.
297. AG 998. 3.5 0.0 32.0
18. 18 �� 873.0 1841.0 1500.0 1522.0 '� 703.
117. AG 488. 3.5 0.0 32.0
19. 19 �� 1500.0 1522.0 2272.0 1197.0 �� 838.
Page 1

113. AG 488.
20. 20
293. AG 489.
21. 21
297. AG 489.
22. 22
117. AG 489.
23. 23
113. AG 489.
24. 24
117. AG 257.
25. 25
114. AG 257.
26. 26
94. AG 257.
27. 27
63. ,4G 257.
28. 28
22. AG 257.
29. 29
331. AG 257.
30. 30
280. AG 257.
31. 31
230. AG 257.
32. 32
198. AG 257.
33. 33
205. AG 257.
34. 34
20. AG 1074.
35. 35
18. AG 582.
36. 36
18. AG 690.
37. 37
18. AG 433.
38. 38
198. AG 690.
39. 39
198. AG 1074.
40. 40
18. AG 1074.
41. 41
18. AG 690.
42. 42
198. AG 934.
43. 43
198. AG 1326.
44. 44
18. AG 1326.
�
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.9
3.9
3.9
3.9
3.9
3.9
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
Fayettevi11e2027.out
0.0 32.0
•� 2268.0 1211.0
0.0 32.0
•� 1503.0 1534.0
0.0 32.0
•• 900.0 1854.0
0.0 32.0
•� 1508.0 1545.0
0.0 32.0
•� 914.0 1860.0
0.0 32.0
�� 1512.0 1556.0
0.0 32.0
�� 1758.0 1445.0
0.0 32.0
�� 1895.0 1436.0
0.0 32.0
•� 2000.0 1490.0
0.0 32.0
•� 2074.0 1672.0
0.0 32.0
•• 1978.0 1844.0
0.0 32.0
�� 1786.0 1878.0
0.0 32.0
•� 1632.0 1748.0
0.0 32.0
�� 1470.0 1256.0
0.0 32.0
�� 1035.0 22.0
0.0 32.0
�� 1207.0 498.0
0.0 32.0
•� 1360.0 962.0
0.0 32.0
•� 1428.0 1166.0
0.0 32.0
•• 1650.0 1878.0
0.0 32.0
•� 1349.0 965.0
0.0 32.0
•� 1012.0 -15.0
0.0 32.0
�� 1338.0 969.0
0.0 32.0
�� 1599.0 1896.0
0.0 32.0
.. 1298.0 982.0
0.0 32.0
•� 961.0 1.0
0.0 32.0
PAGE 2
70B: BUild Fayetteville 2027
Fayetteville 2027
DATE : 7/15/14
TIME . 13:47: 3
LINK VARIABLES
--------------
LINK DESCRIPTION ��
BRG TYPE VPH EF H W
1503.0 1534.0 �° 830.
887.0 1848.0 �° 691.
1508.0 1545.0 �° 682.
2264.0 1226.0 � 821.
1512.0 1556.0 �� 671.
1758.0 1445.0 �� 270.
1895.0
2000.0
2074.0
1978.0
1786.0
1632.0
1470.0
1428.0
1207.0
1360.0
1428.0
1662.0
1436.0 �
1490.0 ��
1672.0 �°
1844 . 0 �°
1878.0 �°
1748.0 �
1256.0 ��
1166.0 ��
498.0 �
962.0 ��
1166.0 �°
1874.0 �°
137.
118.
196.
197.
195.
202.
518.
99.
506.
489.
215.
746.
1349.0 965.0 �° 961.
1024.0 -19.0 � 1036.
1338.0 969.0 �� 1037.
1639.0 1882.0 �� 961.
1298.0 982.0 � 962.
1174.0 606.0 �� 396.
1286.0 986.0 �° 1037.
RUN: BUild
LINK COORDINATES (FT) �� LENGTH
V/C QUEUE
Page 2

Fayettevi11e2027.out
�� Xl Yl X2 Y2 �� (FT)
(DEG) (G/MI) (FT) (FT) (VEH)
------------------------�°----------------------------------------��------------------
----------------------------------------
45. 45 •• 1286.0 986.0 1588.0 1899.0 �° 962.
18. ,4G 934. 3.5 0.0 32.0
46. 46 •� 1576.0 1902.0 1275.0 990.0 � 960.
198. AG 933. 3.5 0.0 32.0
47. 47 •� 1275.0 990.0 950.0 5.0 �� 1037.
198. AG 1326. 3.5 0.0 32.0
48. 48 �� 457.0 1469.0 573.0 1292.0 �� 212.
147. AG 301. 3.5 0.0 32.0
49. 49 �� 573.0 1292.0 656.0 1105.0 � 205.
156. AG 301. 3.5 0.0 32.0
50. 50 �� 656.0 1105.0 708.0 910.0 �� 202.
165. AG 301. 3.5 0.0 32.0
51. 51 •� 708.0 910.0 730.0 710.0 �° 201.
174. AG 301. 3.5 0.0 32.0
52. 52 •� 730.0 710.0 722.0 502.0 �° 208.
182. AG 301. 3.5 0.0 32.0
53. 53 •• 722.0 502.0 716.0 297.0 �° 205.
182. AG 301. 3.5 0.0 32.0
54. 54 �� 716.0 297.0 753.0 198.0 � 106.
160. AG 301. 3.5 0.0 32.0
55. 55 •� 753.0 198.0 828.0 122.0 �� 107.
135. AG 301. 3.5 0.0 32.0
56. 56 �� 828.0 122.0 959.0 32.0 �� 159.
124. AG 301. 3.5 0.0 32.0
57. 57 �� 963.0 44.0 835.0 132.0 � 155.
305. AG 207. 3.5 0.0 32.0
58. 58 �� 835.0 132.0 750.0 227.0 �� 127.
318. AG 207. 3.5 0.0 32.0
59. 59 •� 750.0 227.0 725.0 351.0 �° 126.
349. AG 207. 3.5 0.0 32.0
60. 60 •� 725.0 351.0 735.0 503.0 �° 152.
4. AG 207. 3.5 0.0 32.0
61. 61 •• 735.0 503.0 742.0 717.0 �° 214.
2. ,4G 207. 3.5 0.0 32.0
62. 62 •� 742.0 717.0 719.0 916.0 � 200.
353. AG 207. 3.5 0.0 32.0
63. 63 •� 719.0 916.0 667.0 1110.0 �� 201.
345. AG 207. 3.5 0.0 32.0
64. 64 �� 667.0 1110.0 586.0 1293.0 �� 200.
336. AG 207. 3.5 0.0 32.0
65. 65 �� 586.0 1293.0 464.0 1480.0 � 223.
327. AG 207. 3.5 0.0 32.0
66. 66 �� 563.0 1609.0 641.0 1432.0 �� 193.
156. AG 839. 3.5 0.0 32.0
67. 67 •� 641.0 1432.0 730.0 1252.0 �° 201.
154. AG 839. 3.5 0.0 32.0
68. 68 •� 730.0 1252.0 803.0 1163.0 �° 115.
141. AG 839. 3.5 0.0 32.0
69. 69 •• 803.0 1163.0 993.0 1037.0 �° 228.
124. AG 304. 3.5 0.0 32.0
70. 70 •� 993.0 1037.0 1261.0 948.0 � 282.
108. AG 304. 3.5 0.0 32.0
71. 71 •� 1257.0 937.0 1015.0 1017.0 �� 255.
288. AG 304. 3.5 0.0 32.0
72. 72 �� 1015.0 1017.0 911.0 1063.0 �� 114.
294. AG 304. 3.5 0.0 32.0
73. 73 �� 911.0 1063.0 803.0 1163.0 � 147.
313. AG 304. 3.5 0.0 32.0
Page 3

Fayettevi11e2027.out
74. 74 �� 803.0 1163.0
123. AG 231. 3.5 0.0 32.0
75. 75 �� 923.0 1084.0
112. AG 231. 3.5 0.0 32.0
76. 76 �� 1096.0 1015.0
108. AG 231. 3.5 0.0 32.0
77. 77 -• 2303.0 875.0
267. AG 492. 3.5 0.0 32.0
78. 78 �� 2103.0 866.0
268. AG 492. 3.5 0.0 32.0
79. 79 �• 1894.0 859.0
272. AG 492. 3.5 0.0 32.0
80. 80 -� 1686.0 865.0
280. AG 492. 3.5 0.0 32.0
81. 81 �� 1470.0 902.0
264. AG 492. 3.9 0.0 32.0
82. 82 �� 1390.0 893.0
227. AG 492. 3.9 0.0 32.0
83. 83 �� 1332.0 838.0
198. AG 492. 3.5 0.0 32.0
84. 84 �� 1250.0 589.0
205. AG 492. 3.5 0.0 32.0
85. 85 �• 1174.0 606.0
192. AG 370. 3.5 0.0 32.0
86. 86 �� 1154.0 508.0
198. AG 370. 3.5 0.0 32.0
87. 87 -• 1053.0 203.0
194. AG 370. 3.5 0.0 32.0
88. 88 -� 1174.0 606.0
198. AG 956. 3.5 0.0 32.0
89. Q1-N6401 Thru �� 1671.2 1979.1
198. AG 13. 100.0 0.0 12.0 0.60 5.7
90. Q2-►vg401 Thru �� 1682.6 1975.4
198. AG 13. 100.0 0.0 12.0 0.60 5.7
91. Q3-N6401 Thru �� 1694.0 1971.6
198. AG 13. 100.0 0.0 12.0 0.60 5.7
92. Q4-S6401 Thru �� 1276.7 994.1
18. AG 15. 100.0 0.0 12.0 1.17 102.0
93. Q5-Sg401 Thru -• 1288.1 990.4
18. AG 15. 100.0 0.0 12.0 1.17 102.0
94. Q6-Sg401 Thru �� 1299.5 986.6
18. AG 15. 100.0 0.0 12.0 1.17 102.0
95. Q7-Ng401 RT -• 1346.8 881.2
198. AG 15. 100.0 0.0 12.0 0.51 5.1
�
923.0
1096.0
1271.0
2103.0
1894.0
1686.0
1470.0
1390.0
1332.0
1250.0
1207.0
1154.0
1053.0
1019.0
972.0
1635.9
1647.4
1658.7
1906.0
1917.4
1928.9
1315.6
1084 . 0 ��
1015.0 �
958.0 �
866.0 ��
859.0 �
865.0 �
902 . 0 ��
893.0 ��
838.0 ��
589.0 �
498.0 �
508.0 ��
203.0 �
68.0 �
-2.0 ..
1872.3 ��
1868.6 ��
1864.8 �
2901.4 �
2897.7 ::
2893.9 �
786.7 ..
144.
186.
184.
200.
209.
208.
219.
81.
80.
262.
101.
100.
321.
139.
641.
112.
112.
112.
2008.
2008.
2008.
100.
PAGE 3
70B: BUild Fayetteville 2027 RUN: BUild
Fayetteville 2027
DATE : 7/15/14
TIME . 13:47: 3
LINK VARIABLES
--------------
LINK DESCRIPTION �• LINK COORDINATES (FT) �� LENGTH
BRG TYPE VPH EF H W V/C QUEUE
�� Xl Yl X2 Y2 �� (FT)
(DEG) (G/MI) (FT) (FT) (VEH)
------------------------'°----------------------------------------��------------------
----------------------------------------
96. Q8-N6401 Thru �� 1335.4 884.9 1296.5 767.1 � 124.
198. AG 15. 100.0 0.0 12.0 0.64 6.3
Page 4

Fayettevi11e2027.out
97. Q9-Ng401 Thru �� 1324.0 888.7
198. AG 15. 100.0 0.0 12.0 0.64 6.3
98. Q10-►vg401 Thru �� 1312.6 892.5
198. AG 15. 100.0 0.0 12.0 0.64 6.3
99. Q11-E6540 to N6540 °� 1250.2 965.0
288. AG 34. 100.0 0.0 12.0 1.00 9.2
100. Q12-EB540 to SB540 �• 1246.4 953.6
288. AG 34. 100.0 0.0 12.0 1.31 48.3
101. Q13-EB540 to SB540 �� 1242.7 942.2
288. AG 34. 100.0 0.0 12.0 1.31 48.3
102. Q14-EB Donny �• 925.5 57.4
305. AG 37. 100.0 0.0 12.0 2.59 107.4
103. Q15-wg �onny -� 1060.6 4.2
108. AG 37. 100.0 0.0 12.0 3.37 156.8
104. Q16-SB401atDonny LT �� 1019.9 70.4
17. AG 37. 100.0 0.0 12.0 2.85 137.7
105. Q17-Sg401at�onny �� 993.0 58.0
18. AG 17. 100.0 0.0 12.0 1.21 115.0
106. Q18-Sg401at�onny �� 981.6 61.7
18. AG 17. 100.0 0.0 12.0 1.21 115.0
107. Q19-S6401atDonny �� 970.2 65.5
18. AG 17. 100.0 0.0 12.0 1.21 115.0
108. Q20-Sg401at�onny RT -� 958.8 69.3
18. AG 17. 100.0 0.0 12.0 0.15 1.5
�
PAGE 4
]06: Build Fayetteville 2027
Fayetteville 2027
DATE : 7/15/14
TIME . 13:47: 3
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �� CYCLE
IDLE SIGNAL ARRIVAL
�� LENGTH
EM FAC TYPE RATE
�• (SEC)
(gm/hr)
RED
1285.1
1273.7
1077.6
343.7
339.9
-814.7
3992.4
1801.4
1702.9
1691.5
1680.1
968.2
r�Zi��
774.7 �
1021.9 �
1251.6 ��
1239.7 �
1257.3 �
-962.7 ::
2666.2 ��
2208.3 ��
2212.0 �
2215.8 �
97.7 ..
RUN: BUild
124.
124.
182.
951.
951.
2114.
3087.
2711.
2264.
2264.
2264.
30.
CLEARANCE APPROACH SATURATION
TIME LOST TIME
(SEC) (SEC)
VOL
(VPH)
FLOW RATE
(VPH)
------------------------��-----------------------------------------------------------
---------------------
89. Q1-N6401 Thru �� 110 34 5.0 605 1600
16.11 1 3
90. Q2-N6401 Thru �� 110 34 5.0 605 1600
16.11 1 3
91. Q3-N6401 Thru �� 110 34 5.0 605 1600
16.11 1 3
92. Q4-S6401 Thru •� 110 37 5.0 1123 1600
16.11 1 3
93. Q5-56401 Thru •� 110 37 5.0 1123 1600
16.11 1 3
94. Q6-S6401 Thru •• 110 37 5.0 11�3 1600
16.11 1 3
95. Q7-N6401 RT �� 110 37 5.0 492 1600
16.11 1 3
96. Q8-N6401 Thru •� 110 37 5.0 613 1600
16.11 1 3
97. Q9-N6401 Thru �� 110 37 5.0 613 1600
16.11 1 3
98. Q10-N6401 Thru �� 110 37 5.0 613 1600
16.11 1 3
Page 5

Fayettevi11e2027.out
99. Q11-Eg540 to Ng540 �� 110 87 5.0 231 1600
16.11 1 3
100. Q12-EB540 to SB540 �� 110 87 5.0 304 1600
16.11 1 3
101. Q13-E6540 to 56540 �� 110 87 5.0 304 1600
16.11 1 3
102. Q14-EB �onny -• 110 95 5.0 301 1600
16.11 1 3
103. Q15-wg �onny �� 110 95 5.0 391 1600
16.11 1 3
104. Q16-SB401atDonny LT �� 110 94 5.0 370 1600
16.11 1 3
105. Q17-Sg401at�onny -� 110 43 5.0 1059 1600
16.11 1 3
106. Q18-Sg401at�onny �� 110 43 5.0 1059 1600
16.11 1 3
107. Q19-Sg401at�onny �� 110 43 5.0 1059 1600
16.11 1 3
108. Q20-SB401atDonny RT �� 110 43 5.0 127 1600
16.11 1 3
RECEPTOR LOCATIONS
------------------
�� COORDINATES (FT) •�
RECEPTOR �� X Y Z ��
1. uS401-1 -• 990.0 939.2 6.0 ��
2. US401-2 �� 1084.6 844.3 6.0 ��
3. uS401-3 �� 1136.4 792.3 6.0 ��
4. US401-4 �� 1024.3 452.7 6.0 •�
5. uS401-5 �� 964.0 270.1 6.0 ��
6. US401-6 �� 864.8 177.7 6.0 ••
7. uS401-7 �� 737.4 130.6 6.0 ��
8. US401-8 •� 843.1 48.5 6.0 �•
9. uS401-9 �� 869.5 -64.1 6.0 ��
10. US401-10 •� 1141.9 7.6 6.0 •�
11. uS401-11 �� 1310.2 569.3 6.0 ��
12. US401-12 •• 1358.4 715.4 6.0 �•
13. uS401-13 �• 1544.3 790.2 6.0 ��
�
PAGE 5
JOB: BUild Fayetteville 2027 RUN: BUild
Fayetteville 2027
MODEL RESULTS
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
WIND �` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` RECl REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------`-----------------------------------------------------------------------------
0. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.6 0.3 0.3
0.0
Page 6

5. ��
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10 . ��
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15 . ��
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40. •�
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0.0
6 5 . ��
0.0
70 . ..
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0.0
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0.0
9 5 . ��
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0.0
10 5 . ��
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110 . •�
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115 . ��
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120. •�
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0.0
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155. ��
0.0
160 . •�
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.4
0.2
0.0
0.0
0.0
0.1
0.2
0.2
0.3
0.3
0.3
0.2
0.2
0.3
0.3
0.3
0.3
0.2
0.2
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.0
0.0
0.0
0.2
0.4
0.4
0.4
0.3
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.6
Fayettevi11e2027.out
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.2 0.3 0.0 0.1 0.1
0.3 0.3 0.0 0.1 0.4
0.4 0.3 0.3 0.1 0.4
0.4 0.5 0.2 0.1 0.4
0.6 0.6 0.2 0.1 0.5
0.5 0.6 0.2 0.2 0.5
0.5 0.6 0.2 0.2 0.4
0.5 0.5 0.2 0.1 0.3
0.5 0.5 0.2 0.1 0.3
0.4 0.4 0.2 0.1 0.3
0.3 0.3 0.2 0.1 0.3
0.3 0.3 0.2 0.1 0.2
0.3 0.3 0.2 0.1 0.2
0.2 0.3 0.2 0.1 0.2
0.2 0.2 0.2 0.1 0.2
0.2 0.2 0.2 0.1 0.2
0.2 0.3 0.2 0.1 0.3
0.2 0.2 0.2 0.2 0.1
0.2 0.2 0.3 0.2 0.1
0.2 0.3 0.3 0.1 0.1
0.2 0.3 0.3 0.0 0.0
0.2 0.2 0.3 0.0 0.0
0.2 0.3 0.2 0.0 0.0
0.3 0.3 0.2 0.0 0.0
0.3 0.3 0.2 0.0 0.0
0.3 0.3 0.1 0.0 0.0
0.4 0.3 0.0 0.0 0.0
0.4 0.3 0.0 0.0 0.0
0.5 0.3 0.0 0.0 0.0
Page 7
0.0
0.0
0.1
0.3
0.5
0.7
0.7
0.6
0.6
0.6
0.3
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.6
0.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
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0.0
0.0
0.0

0.0
165. �• 0.0 0.2 0.6
0.0
170. �• 0.0 0.2 0.5
0.0
175. •� 0.0 0.2 0.6
0.0
180. •� 0.0 0.2 0.6
0.0
185. �• 0.0 0.2 0.5
0.0
190. �• 0.0 0.0 0.3
0.0
195. �� 0.0 0.0 0.2
0.0
200. •� 0.0 0.0 0.0
0.0
205. �• 0.0 0.0 0.0
0.0
�
Fayettevi11e2027.out
0.5 0.3 0.1 0.0
0.4 0.3 0.1 0.0
0.3 0.2 0.1 0.0
0.3 0.2 0.1 0.0
0.2 0.1 0.1 0.0
0.2 0.0 0.1 0.0
0.0 0.0 0.1 0.0
0.0 0.0 0.1 0.0
0.0 0.0 0.1 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.3
PAGE 6
JOB: BUild Fayetteville 2027 RUN: BUild
Fayetteville 2027
WIND �` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------��-----------------------------------------------------------------------------
210. •� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.3 0.3
0.0
215. �• 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.4 0.5
0.0
220. �• 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.6 0.5
0.0
225. •� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.6 0.4
0.0
230. •� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.6 0.4
0.0
235. �• 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.4 0.4
0.0
240. �• 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.4 0.4
0.0
245. �� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.4 0.4
0.0
250. •� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.4 0.5
0.0
255. �• 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.4 0.5
0.0
260. �• 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.4 0.5
0.0
265. •� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.4 0.5
0.0
270. •� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.3 0.4
0.0
275. �• 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.3 0.4
0.0
280. �• 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.3 0.4
0.0
285. �� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.3 0.4
0.0
Page 8

290. ��
0.0
295. ��
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300. ��
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305. •�
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310 . ��
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315 . •�
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320. ��
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330. ��
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340. ��
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345. •�
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350. ��
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355. •�
0.0
0.0
0.0
0.2
0.2
0.2
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Fayettevi11e2027.out
0.0 0.0 0.1 0.0 0.0
0.0 0.0 0.1 0.0 0.0
0.0 0.0 0.1 0.1 0.0
0.0 0.0 0.1 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.2
0.2
0.3
0.3
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.3
0.3
0.3
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.3
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.4
0.3
0.2
0.2
0.2
------�_-----------------------------------------------------------------------------
MAX •� 0.2 0.4 0.6 0.6 0.6 0.3 0.2 0.5 0.7 0.6 0.6 0.5
0.0
DEGR. ` 300 35 160 40 40 30 45 40 30 0 220 215
0
THE HIGHEST CONCENTRATION OF 0.70 PPM OCCURRED AT RECEPTOR REC9 .
Page 9

Fayettevi11e2035.out
g CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
95221 PAGE 1
�og: suild Fayetteville 2035 RUN: Build
Fayetteville 2035
DATE : 7/15/14
TIME . 13:47: 3
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5
U= 1.0 M/S CLAS = 5(E)
1000. M AMB = 0.0 PPM
ZO = 108. CM
ATIM = 60. MINUTES
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 �• 1544.0 1804.0 1501.0 1714.0 �� 100.
206. AG 175. 3.3 0.0 32.0
2. 2 �� 1501.0 1714.0 1346.0 1244.0 '� 495.
198. AG 175. 3.3 0.0 32.0
3. 3 �� 1341.0 1246.0 1198.0 1099.0 �� 205.
224. AG 175. 3.7 0.0 32.0
4. 4 �� 1198.0 1099.0 1009.0 1119.0 �� 190.
276. AG 175. 3.7 0.0 32.0
5. 5 �� 1009.0 1119.0 902.0 1277.0 � 191.
326. AG 175. 3.7 0.0 32.0
6. 6 �� 902.0 1277.0 954.0 1460.0 � 190.
16. AG 175. 3.7 0.0 32.0
7. 7 -• 954.0 1460.0 1127.0 1539.0 �� 190.
65. AG 175. 3.7 0.0 32.0
8. 8 �� 1127.0 1539.0 1315.0 1481.0 �� 197.
107. AG 175. 3.7 0.0 32.0
9. 9 �• 1315.0 1481.0 1393.0 1442.0 �� 87.
117. AG 175. 3.7 0.0 32.0
10. 10 �� 1393.0 1442.0 1459.0 1411.0 '� 73.
115. AG 175. 3.3 0.0 32.0
11. 11 �� 1459.0 1411.0 2298.0 1061.0 �� 909.
113. AG 175. 3.3 0.0 32.0
12. 12 �� 2297.0 1075.0 1464.0 1422.0 �� 902.
293. AG 1232. 3.3 0.0 32.0
13. 13 �� 1464.0 1422.0 764.0 1780.0 � 786.
297. AG 1232. 3.3 0.0 32.0
14. 14 �� 776.0 1788.0 1469.0 1433.0 � 779.
117. AG 1232. 3.3 0.0 32.0
15. 15 �• 1469.0 1433.0 2295.0 1088.0 �� 895.
113. AG 1232. 3.3 0.0 32.0
16. 16 �� 2293.0 1102.0 1474.0 1444.0 �� 888.
293. AG 1232. 3.3 0.0 32.0
17. 17 �• 1474.0 1444.0 788.0 1795.0 �� 771.
297. AG 1232. 3.3 0.0 32.0
18. 18 �� 873.0 1841.0 1500.0 1522.0 '� 703.
117. AG 604. 3.3 0.0 32.0
19. 19 �� 1500.0 1522.0 2272.0 1197.0 �� 838.
Page 1

113. AG 604.
20. 20
293. AG 604.
21. 21
297. AG 604.
22. 22
117. AG 604.
23. 23
113. AG 604.
24. 24
117. AG 311.
25. 25
114. AG 311.
26. 26
94. AG 311.
27. 27
63. ,4G 311.
28. 28
22. AG 311.
29. 29
331. AG 311.
30. 30
280. AG 311.
31. 31
230. AG 311.
32. 32
198. AG 311.
33. 33
205. AG 311.
34. 34
20. ,4G 798.
35. 35
18. AG 186.
36. 36
18. AG 674.
37. 37
18. AG 363.
38. 38
198. AG 674.
39. 39
198. AG 798.
40. 40
18. AG 798.
41. 41
18. AG 674.
42. 42
198. AG 1276.
43. 43
198. AG 1428.
44. 44
18. AG 1428.
�
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.7
3.7
3.7
3.7
3.7
3.7
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
Fayettevi11e2035.out
0.0 32.0
•� 2268.0 1211.0
0.0 32.0
•� 1503.0 1534.0
0.0 32.0
•• 900.0 1854.0
0.0 32.0
•� 1508.0 1545.0
0.0 32.0
•� 914.0 1860.0
0.0 32.0
�� 1512.0 1556.0
0.0 32.0
�� 1758.0 1445.0
0.0 32.0
�� 1895.0 1436.0
0.0 32.0
•� 2000.0 1490.0
0.0 32.0
•� 2074.0 1672.0
0.0 32.0
•• 1978.0 1844.0
0.0 32.0
�� 1786.0 1878.0
0.0 32.0
•� 1632.0 1748.0
0.0 32.0
�� 1470.0 1256.0
0.0 32.0
�� 1035.0 22.0
0.0 32.0
�� 1207.0 498.0
0.0 32.0
•� 1360.0 962.0
0.0 32.0
•� 1428.0 1166.0
0.0 32.0
•• 1650.0 1878.0
0.0 32.0
•� 1349.0 965.0
0.0 32.0
•� 1012.0 -15.0
0.0 32.0
�� 1338.0 969.0
0.0 32.0
�� 1599.0 1896.0
0.0 32.0
.. 1298.0 982.0
0.0 32.0
•� 961.0 1.0
0.0 32.0
PAGE 2
7og: Build Fayetteville 2035
Fayetteville 2035
DATE : 7/15/14
TIME . 13:47: 3
LINK VARIABLES
--------------
LINK DESCRIPTION ��
BRG TYPE VPH EF H W
1503.0 1534.0 �° 830.
887.0 1848.0 �° 691.
1508.0 1545.0 �° 682.
2264.0 1226.0 � 821.
1512.0 1556.0 �� 671.
1758.0 1445.0 �� 270.
1895.0
2000.0
2074.0
1978.0
1786.0
1632.0
1470.0
1428.0
1207.0
1360.0
1428.0
1662.0
1436.0 �
1490.0 ��
1672.0 �°
1844 . 0 �°
1878.0 �°
1748.0 �
1256.0 ��
1166.0 ��
498.0 �
962.0 ��
1166.0 �°
1874.0 �°
137.
118.
196.
197.
195.
202.
518.
99.
506.
489.
215.
746.
1349.0 965.0 �° 961.
1024.0 -19.0 � 1036.
1338.0 969.0 �� 1037.
1639.0 1882.0 �� 961.
1298.0 982.0 � 962.
1174.0 606.0 �� 396.
1286.0 986.0 �° 1037.
RUN: BUild
LINK COORDINATES (FT) �� LENGTH
V/C QUEUE
Page 2

Fayettevi11e2035.out
�� Xl Yl X2 Y2 �� (FT)
(DEG) (G/MI) (FT) (FT) (VEH)
------------------------�°----------------------------------------��------------------
----------------------------------------
45. 45 •• 1286.0 986.0 1588.0 1899.0 �° 962.
18. ,4G 1276. 3.3 0.0 32.0
46. 46 •� 1576.0 1902.0 1275.0 990.0 � 960.
198. AG 1276. 3.3 0.0 32.0
47. 47 •� 1275.0 990.0 950.0 5.0 �� 1037.
198. AG 1428. 3.3 0.0 32.0
48. 48 �� 457.0 1469.0 573.0 1292.0 �� 212.
147. AG 342. 3.3 0.0 32.0
49. 49 �� 573.0 1292.0 656.0 1105.0 � 205.
156. AG 342. 3.3 0.0 32.0
50. 50 �� 656.0 1105.0 708.0 910.0 �� 202.
165. AG 342. 3.3 0.0 32.0
51. 51 •� 708.0 910.0 730.0 710.0 �° 201.
174. AG 342. 3.3 0.0 32.0
52. 52 •� 730.0 710.0 722.0 502.0 �° 208.
182. AG 342. 3.3 0.0 32.0
53. 53 •• 722.0 502.0 716.0 297.0 �° 205.
182. AG 342. 3.3 0.0 32.0
54. 54 �� 716.0 297.0 753.0 198.0 � 106.
160. AG 342. 3.3 0.0 32.0
55. 55 •� 753.0 198.0 828.0 122.0 �� 107.
135. AG 342. 3.3 0.0 32.0
56. 56 �� 828.0 122.0 959.0 32.0 �� 159.
124. AG 342. 3.3 0.0 32.0
57. 57 �� 963.0 44.0 835.0 132.0 � 155.
305. AG 171. 3.3 0.0 32.0
58. 58 �� 835.0 132.0 750.0 227.0 �� 127.
318. AG 171. 3.3 0.0 32.0
59. 59 •� 750.0 227.0 725.0 351.0 �° 126.
349. AG 171. 3.3 0.0 32.0
60. 60 •� 725.0 351.0 735.0 503.0 �° 152.
4. AG 171. 3.3 0.0 32.0
61. 61 •• 735.0 503.0 742.0 717.0 �° 214.
2. ,4G 171. 3.3 0.0 32.0
62. 62 •� 742.0 717.0 719.0 916.0 � 200.
353. AG 171. 3.3 0.0 32.0
63. 63 •� 719.0 916.0 667.0 1110.0 �� 201.
345. AG 171. 3.3 0.0 32.0
64. 64 �� 667.0 1110.0 586.0 1293.0 �� 200.
336. AG 171. 3.3 0.0 32.0
65. 65 �� 586.0 1293.0 464.0 1480.0 � 223.
327. AG 171. 3.3 0.0 32.0
66. 66 �� 563.0 1609.0 641.0 1432.0 �� 193.
156. AG 873. 3.3 0.0 32.0
67. 67 •� 641.0 1432.0 730.0 1252.0 �° 201.
154. AG 873. 3.3 0.0 32.0
68. 68 •� 730.0 1252.0 803.0 1163.0 �° 115.
141. AG 873. 3.3 0.0 32.0
69. 69 •• 803.0 1163.0 993.0 1037.0 �° 228.
124. AG 316. 3.3 0.0 32.0
70. 70 •� 993.0 1037.0 1261.0 948.0 � 282.
108. AG 316. 3.3 0.0 32.0
71. 71 •� 1257.0 937.0 1015.0 1017.0 �� 255.
288. AG 316. 3.3 0.0 32.0
72. 72 �� 1015.0 1017.0 911.0 1063.0 �� 114.
294. AG 316. 3.3 0.0 32.0
73. 73 �� 911.0 1063.0 803.0 1163.0 � 147.
313. AG 316. 3.3 0.0 32.0
Page 3

Fayettevi11e2035.out
74. 74 �� 803.0 1163.0
123. AG 241. 3.3 0.0 32.0
75. 75 �� 923.0 1084.0
112. AG 241. 3.3 0.0 32.0
76. 76 �� 1096.0 1015.0
108. AG 241. 3.3 0.0 32.0
77. 77 -• 2303.0 875.0
267. AG 612. 3.3 0.0 32.0
78. 78 �� 2103.0 866.0
268. AG 612. 3.3 0.0 32.0
79. 79 �• 1894.0 859.0
272. AG 612. 3.3 0.0 32.0
80. 80 -� 1686.0 865.0
280. AG 612. 3.3 0.0 32.0
81. 81 �� 1470.0 902.0
264. AG 612. 3.7 0.0 32.0
82. 82 �� 1390.0 893.0
227. AG 612. 3.7 0.0 32.0
83. 83 �� 1332.0 838.0
198. AG 612. 3.3 0.0 32.0
84. 84 �� 1250.0 589.0
205. AG 612. 3.3 0.0 32.0
85. 85 �• 1174.0 606.0
192. AG 420. 3.3 0.0 32.0
86. 86 �� 1154.0 508.0
198. AG 420. 3.3 0.0 32.0
87. 87 -• 1053.0 203.0
194. AG 420. 3.3 0.0 32.0
88. 88 -� 1174.0 606.0
198. AG 1020. 3.3 0.0 32.0
89. Q1-N6401 Thru �� 1671.2 1979.1
198. AG 11. 100.0 0.0 12.0 0.57 5.4
90. Q2-►vg401 Thru �� 1682.6 1975.4
198. AG 11. 100.0 0.0 12.0 0.57 5.4
91. Q3-N6401 Thru �� 1694.0 1971.6
198. AG 11. 100.0 0.0 12.0 0.57 5.4
92. Q4-S6401 Thru �� 1276.7 994.1
18. AG 12. 100.0 0.0 12.0 1.27 150.7
93. Q5-Sg401 Thru -• 1288.1 990.4
18. AG 12. 100.0 0.0 12.0 1.27 150.7
94. Q6-Sg401 Thru �� 1299.5 986.6
18. AG 12. 100.0 0.0 12.0 1.27 150.7
95. Q7-Ng401 RT -• 1346.8 881.2
198. AG 12. 100.0 0.0 12.0 0.64 6.3
�
923.0
1096.0
1271.0
2103.0
1894.0
1686.0
1470.0
1390.0
1332.0
1250.0
1207.0
1154.0
1053.0
1019.0
972.0
1637.9
1649.3
1660.7
2206.5
2217.8
2229.4
1308.1
1084 . 0 ��
1015.0 �
958.0 �
866.0 ��
859.0 �
865.0 �
902 . 0 ��
893.0 ��
838.0 ��
589.0 �
498.0 �
508.0 ��
203.0 �
68.0 �
-2.0 ..
1878.3 ��
1874.6 ��
1870.8 �
3812.2 �
3808.5 ��
3804.6 �
764.0 ��
144.
186.
184.
200.
209.
208.
219.
81.
80.
262.
101.
100.
321.
139.
641.
106.
106.
106.
2967.
2967.
2967.
123.
PAGE 3
706: Build Fayetteville 2035 RUN: Build
Fayetteville 2035
DATE : 7/15/14
TIME . 13:47: 3
LINK VARIABLES
--------------
LINK DESCRIPTION �• LINK COORDINATES (FT) �� LENGTH
BRG TYPE VPH EF H W V/C QUEUE
�� Xl Yl X2 Y2 �� (FT)
(DEG) (G/MI) (FT) (FT) (VEH)
------------------------'°----------------------------------------��------------------
----------------------------------------
96. Q8-N6401 Thru �� 1335.4 884.9 1297.7 770.8 � 120.
198. AG 12. 100.0 0.0 12.0 0.62 6.1
Page 4

Fayettevi11e2035.out
97. Q9-Ng401 Thru �� 1324.0 888.7
198. AG 12. 100.0 0.0 12.0 0.62 6.1
98. Q10-►vg401 Thru �� 1312.6 892.5
198. AG 12. 100.0 0.0 12.0 0.62 6.1
99. Q11-E6540 to N6540 �� 1250.2 965.0
288. AG 29. 100.0 0.0 12.0 1.04 14.2
100. Q12-EB540 to SB540 �• 1246.4 953.6
288. AG 29. 100.0 0.0 12.0 1.36 54.8
101. Q13-EB540 to SB540 �� 1242.7 942.2
288. AG 29. 100.0 0.0 12.0 1.36 54.8
102. Q14-EB Donny �• 925.5 57.4
305. AG 31. 100.0 0.0 12.0 2.95 129.9
103. Q15-wg �onny -� 1060.6 4.2
108. AG 31. 100.0 0.0 12.0 4.09 202.4
104. Q16-SB401atDonny LT �� 1019.9 70.4
17. AG 31. 100.0 0.0 12.0 3.23 165.1
105. Q17-Sg401at�onny �� 993.0 58.0
18. AG 14. 100.0 0.0 12.0 1.40 200.9
106. Q18-Sg401at�onny �� 981.6 61.7
18. AG 14. 100.0 0.0 12.0 1.40 200.9
107. Q19-S6401atDonny �� 970.2 65.5
18. AG 14. 100.0 0.0 12.0 1.40 200.9
108. Q20-Sg401at�onny RT -� 958.8 69.3
18. AG 14. 100.0 0.0 12.0 0.22 2.3
�
PAGE 4
]06: Build Fayetteville 2035
Fayetteville 2035
DATE : 7/15/14
TIME . 13:47: 3
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �� CYCLE
IDLE SIGNAL ARRIVAL
�� LENGTH
EM FAC TYPE RATE
�• (SEC)
(gm/hr)
RED
1286.3
1274.9
983.9
222.5
218.6
-1179.7
4845.0
1956.8
2232.7
2221.3
2209.9
973.0
774.6 ��
778.4 �
1052.7 �
1291.6 ��
1279.7 �
1509.0 �
-1243.9 ��
3182 . 5 ��
3813 . 2 -�
3816.9 �
3820.7 �
112 . 4 ��
RUN: Build
120.
120.
280.
1078.
1078.
2557.
3985.
3250.
3955.
3955.
3955.
45.
CLEARANCE APPROACH SATURATION
TIME LOST TIME
(SEC) (SEC)
VOL
(VPH)
FLOW RATE
(VPH)
------------------------��-----------------------------------------------------------
---------------------
89. Q1-N6401 Thru �� 110 34 5.0 571 1600
13.52 1 3
90. Q2-N6401 Thru �� 110 34 5.0 571 1600
13.52 1 3
91. Q3-N6401 Thru �� 110 34 5.0 571 1600
13.52 1 3
92. Q4-S6401 Thru •� 110 37 5.0 1�17 1600
13.52 1 3
93. Q5-56401 Thru •� 110 37 5.0 1217 1600
13.52 1 3
94. Q6-S6401 Thru •• 110 37 5.0 1217 1600
13.52 1 3
95. Q7-N6401 RT �� 110 37 5.0 610 1600
13.52 1 3
96. Q8-N6401 Thru •� 110 37 5.0 594 1600
13.52 1 3
97. Q9-N6401 Thru �� 110 37 5.0 594 1600
13.52 1 3
98. Q10-N6401 Thru �� 110 37 5.0 594 1600
13.52 1 3
Page 5

Fayettevi11e2035.out
99. Q11-EB540 to NB540 �� 110 87 5.0 241 1600
13.52 1 3
100. Q12-E6540 to 56540 �� 110 87 5.0 316 1600
13.52 1 3
101. Q13-E6540 to Sg540 �� 110 87 5.0 316 1600
13.52 1 3
102. Q14-EB Donny -• 110 95 5.0 342 1600
13.52 1 3
103. Q15-w6 Donny �� 110 95 5.0 474 1600
13.52 1 3
104. Q16-SB401atDonny LT �� 110 94 5.0 420 1600
13.52 1 3
105. Q17-S6401atDonny �� 110 43 5.0 1224 1600
13.52 1 3
106. Q18-S6401atDonny �� 110 43 5.0 1224 1600
13.52 1 3
107. Q19-S6401atDonny �� 110 43 5.0 1224 1600
13.52 1 3
108. Q20-SB401atDonny RT �� 110 43 5.0 193 1600
13.52 1 3
RECEPTOR LOCATIONS
------------------
�� COORDINATES (FT) •�
RECEPTOR �� X Y Z ��
1. uS401-1 -• 990.0 939.2 6.0 ��
2. US401-2 �� 1084.6 844.3 6.0 ��
3. uS401-3 �� 1136.4 792.3 6.0 ��
4. US401-4 �� 1024.3 452.7 6.0 •�
5. uS401-5 �� 964.0 270.1 6.0 ��
6. US401-6 �� 864.8 177.7 6.0 ••
7. uS401-7 �� 737.4 130.6 6.0 ��
8. US401-8 •� 843.1 48.5 6.0 �•
9. uS401-9 �� 869.5 -64.1 6.0 ��
10. US401-10 •� 1141.9 7.6 6.0 •�
11. uS401-11 �� 1310.2 569.3 6.0 ��
12. US401-12 •• 1358.4 715.4 6.0 �•
13. uS401-13 �• 1544.3 790.2 6.0 ��
�
PAGE 5
JOB: Build Fayetteville 2035 RUN: Build
Fayetteville 2035
MODEL RESULTS
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
WIND �` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` RECl REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------`-----------------------------------------------------------------------------
0. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.5 0.1 0.3
0.0
Page 6

5. ��
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10 . ��
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15 . ��
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6 5 . ��
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115 . ��
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0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.3
0.3
0.3
0.0
0.0
0.1
0.2
0.3
0.3
0.3
0.3
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.2
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.0
0.0
0.0
0.4
0.4
0.4
0.5
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
Fayettevi11e2035.out
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.0
0.0 0.0 0.0 0.0 0.0
0.2 0.3 0.0 0.1 0.0
0.4 0.3 0.0 0.1 0.2
0.4 0.3 0.2 0.1 0.2
0.4 0.3 0.2 0.1 0.2
0.4 0.3 0.2 0.1 0.3
0.2 0.3 0.2 0.3 0.3
0.2 0.3 0.2 0.2 0.3
0.3 0.3 0.2 0.1 0.2
0.3 0.3 0.2 0.1 0.2
0.3 0.3 0.2 0.1 0.2
0.3 0.3 0.2 0.1 0.2
0.3 0.3 0.2 0.1 0.2
0.3 0.3 0.2 0.1 0.2
0.3 0.3 0.2 0.1 0.2
0.2 0.2 0.2 0.1 0.2
0.3 0.3 0.2 0.1 0.2
0.3 0.3 0.2 0.1 0.3
0.3 0.3 0.2 0.2 0.1
0.3 0.3 0.3 0.1 0.1
0.3 0.3 0.3 0.1 0.0
0.3 0.3 0.3 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.3 0.3 0.2 0.0 0.0
0.3 0.3 0.2 0.0 0.0
0.3 0.3 0.2 0.0 0.0
0.3 0.3 0.1 0.0 0.0
0.3 0.3 0.0 0.0 0.0
0.3 0.3 0.0 0.0 0.0
0.3 0.3 0.0 0.0 0.0
Page 7
0.0
0.0
0.1
0.3
0.4
0.5
0.5
0.3
0.3
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.4
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.4
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
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0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.4
0.1
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0.0
0.0
0.0
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0.0

0.0
165. �• 0.0 0.2 0.3
0.0
170. �• 0.0 0.2 0.2
0.0
175. •� 0.0 0.2 0.4
0.0
180. •� 0.0 0.2 0.4
0.0
185. �• 0.0 0.2 0.3
0.0
190. �• 0.0 0.0 0.3
0.0
195. �� 0.0 0.0 0.2
0.0
200. •� 0.0 0.0 0.0
0.0
205. �• 0.0 0.0 0.0
0.0
�
Fayettevi11e2035.out
0.3 0.3 0.0 0.0
0.3 0.3 0.0 0.0
0.3 0.2 0.0 0.0
0.3 0.2 0.0 0.0
0.2 0.1 0.0 0.0
0.2 0.0 0.0 0.0
0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
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0.0
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0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
PAGE 6
JOB: Build Fayetteville 2035 RUN: Build
Fayetteville 2035
WIND �` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------��-----------------------------------------------------------------------------
210. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1
0.0
215. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.5
0.0
220. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 0.5
0.0
225. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 0.4
0.0
230. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.3
0.0
235. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.3
0.0
240. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2
0.0
245. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2
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250. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3
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255. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3
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260. �• 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.2 0.3
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265. •� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.2 0.3
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270. •� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.2
0.0
275. �• 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.2
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280. �• 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.2 0.3
0.0
285. �� 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.2 0.3
0.0
Page 8

290. ��
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295. ��
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300. ��
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310 . ��
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340. ��
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350. ��
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355. •�
0.0
0.0
0.0
0.1
0.2
0.1
0.1
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Fayettevi11e2035.out
0.0 0.0 0.1 0.0 0.0
0.0 0.0 0.1 0.0 0.0
0.0 0.0 0.1 0.0 0.0
0.0 0.0 0.1 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0 0.0 0.0 0.1 0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.0
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.3
0.2
0.3
0.3
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.2
0.1
0.0
0.0
0.3
------�_-----------------------------------------------------------------------------
MAX •� 0.2 0.3 0.5 0.4 0.3 0.3 0.3 0.3 0.5 0.5 0.6 0.5
0.0
DEGR. ` 305 30 35 25 20 110 45 40 30 0 220 215
0
THE HIGHEST CONCENTRATION OF 0.60 PPM OCCURRED AT RECEPTOR REC11.
Page 9

EXFayettevi11e2022.out
g CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
95221 PAGE 1
JOB: No Build Fayetteville 2022 RUN: No Build
Fayetteville 2022
DATE : 7/15/14
TIME . 13:47: 1
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5
U= 1.0 M/S CLAS = 5(E)
1000. M AMB = 0.0 PPM
ZO = 108. CM
ATIM = 60. MINUTES
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 -• 1575.0 1903.0 1295.0 1076.0 �� 873.
199. AG 1358. 3.9 0.0 32.0
2. 2 �� 1295.0 1076.0 935.0 11.0 '� 1124.
199. AG 1280. 3.9 0.0 32.0
3. 3 �� 950.0 5.0 1306.0 1072.0 �� 1125.
18. AG 1280. 3.9 0.0 32.0
4. 4 �� 1306.0 1072.0 1518.0 1708.0 �� 670.
18. AG 1096. 3.9 0.0 32.0
5. 5 �� 1518.0 1708.0 1582.0 1901.0 � 203.
18. AG 1358. 3.9 0.0 32.0
6. 6 �� 1518.0 1708.0 1440.0 1447.0 � 272.
197. AG 262. 3.9 0.0 32.0
7. 7 �• 1440.0 1447.0 1339.0 1144.0 �� 319.
198. AG 262. 3.9 0.0 32.0
8. 8 �� 1622.0 1888.0 1336.0 1053.0 �� 883.
199. AG 742. 3.9 0.0 32.0
9. 9 �• 1336.0 1053.0 972.0 -2.0 �� 1116.
199. AG 678. 3.9 0.0 32.0
10. 10 �� 987.0 -7.0 1249.0 752.0 '� 803.
19. AG 678. 3.9 0.0 32.0
11. 11 �� 1249.0 752.0 1351.0 1048.0 �� 313.
19. AG 621. 3.9 0.0 32.0
12. 12 �� 1351.0 1048.0 1638.0 1883.0 �� 883.
19. AG 744. 3.9 0.0 32.0
13. 13 �� 1249.0 752.0 1296.0 869.0 � 126.
22. AG 57. 3.9 0.0 32.0
14. 14 �� 1296.0 869.0 1356.0 1026.0 � 168.
21. AG 57. 3.9 0.0 32.0
15. 15 �• 497.0 1528.0 645.0 1395.0 �� 199.
132. AG 342. 4.4 0.0 32.0
16. 16 �� 645.0 1395.0 805.0 1275.0 �� 200.
127. AG 342. 4.4 0.0 32.0
17. 17 -• 805.0 1275.0 968.0 1216.0 �� 173.
110. AG 342. 4.4 0.0 32.0
18. 18 -� 968.0 1216.0 1301.0 1094.0 '� 355.
110. AG 124. 4.4 0.0 32.0
19. 19 �� 1295.0 1076.0 1126.0 1144.0 �� 182.
Page 1

EXFayettevi11e2022.out
292. AG 218. 4.4 0.0 32.0
20. 20 •� 1126.0 1144.0
294. AG 218. 4.4 0.0 32.0
21. 21 •� 505.0 1539.0
133. AG 187. 4.4 0.0 32.0
22. 22 •• 649.0 1404.0
126. AG 187. 4.4 0.0 32.0
23. 23 •� 828.0 1276.0
110. AG 187. 4.4 0.0 32.0
24. 24 •� 1017.0 1207.0
108. AG 187. 4.4 0.0 32.0
25. 25 �� 1387.0 1065.0
110. AG 126. 4.4 0.0 32.0
26. 26 �� 1542.0 1010.0
113. AG 126. 4.4 0.0 32.0
27. 27 �� 2285.0 738.0
289. AG 205. 4.4 0.0 32.0
28. 28 •� 1703.0 943.0
289. AG 79. 4.4 0.0 32.0
29. 29 •� 1351.0 1048.0
109. AG 387. 4.4 0.0 32.0
30. Q1-NB 401 •• 1372.4 1032.8
198. AG 22. 100.0 0.0 12.0 0.80 4.8
31. Q2-NB 401 �� 1361.6 1037.4
198. AG 22. 100.0 0.0 12.0 0.80 4.8
32. Q3-NB 401 LT �� 1349.6 1041.7
198. AG 22. 100.0 0.0 12.0 0.08 0.4
33. Q4-EB Donny LT �� 1309.9 1102.2
293. AG 47. 100.0 0.0 12.0 1.27 18.0
34. Q5-EB Donny Thru&RT '� 1304.0 1092.8
294. AG 50. 100.0 0.0 12.0 9.08 111.6
35. Q6-SB 401 �� 1341.9 1155.5
18. AG 22. 100.0 0.0 12.0 1.51 226.7
36. Q7-SB 401 •� 1354.0 1152.2
18. AG 22. 100.0 0.0 12.0 1.51 226.7
37. Q8-56 401 LT •� 1366.0 1147.1
18. AG 22. 100.0 0.0 12.0 0.32 1.8
38. Q9-w6 Donny Thru&RT '� 1408.1 1077.4
109. AG 50. 100.0 0.0 12.0 6.33 74.1
39. Q10-w6 Donny LT •� 1402.5 1064.5
110. AG 47. 100.0 0.0 12.0 0.54 0.8
�
PAGE 2
JOB: No Build Fayetteville 2022
Fayetteville 2022
DATE : 7/15/14
TIME . 13:47: 1
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �� CYCLE
IDLE SIGNAL ARRIVAL
�• LENGTH
EM FAC TYPE RATE
�� (SEC)
(gm/hr)
968.0 1�16.0 �° 174.
649.0 1404.0 �° 197.
828.0
1017.0
1307.0
1542.0
1703.0
1703.0
1356.0
2283.0
1342.4
1331.6
1347.0
984.6
1276.0 �°
1207.0 �
1112 . 0 ��
1010 . 0 ��
943.0 �
943.0 ��
1064.0 �°
728.0 ::
942 . 5 �°
947.1 �
1033.5 ��
1241.7 ��
220.
201.
305.
164.
174.
617.
367.
985.
95.
95.
9.
354.
-694.7 2002.2 � 2196.
2737.5 5394.9 �� 4463.
2750.1 5391.4 �� 4463.
1376.9 1181.2 �� 36.
2786.5 597.4 �� 1460.
1418.1 1058.9 � 17.
RUN: NO BUild
RED CLEARANCE APPROACH SATURATION
TIME LOST TIME
(SEC) (SEC)
1�L�7�
(VPH)
FLOW RATE
(VPH)
-------------------------�-----------------------------------------------------------
---------------------
30. Q1-NB 401 -� 65 25 5.0 647 1600
21.05 1 3
31. Q2-NB 401 �� 65 25 5.0 647 1600
Page 2

EXFayettevi11e2022.out
21.05 1 3
32. Q3-NB 401 LT •� 65 25 5.0 63 1600
21.05 1 3
33. Q4-EB Donny LT •� 65 54 5.0 124 1600
21.05 1 3
34. Q5-EB Donny Thru&RT '� 65 57 5.0 218 1600
21.05 1 3
35. Q6-56 401 •� 65 25 5.0 1227 1600
21.05 1 3
36. Q7-SB 401 •� 65 25 5.0 1227 1600
21.05 1 3
37. Q8-56 401 LT �� 65 25 5.0 262 1600
21.05 1 3
38. Q9-w6 Donny Thru&RT '� 65 57 5.0 152 1600
21.05 1 3
39. Q10-w6 Donny LT �� 65 54 5.0 53 1600
21.05 1 3
RECEPTOR LOCATIONS
------------------
�� COORDINATES (FT) ��
RECEPTOR �• X Y Z �•
1. US401-1 �� 990.0 939.2 6.0 •�
2. US401-2 �� 1084.6 844.3 6.0 ��
3. US401-3 •� 1136.4 792.3 6.0 •�
4. US401-4 �• 1024.3 452.7 6.0 ��
5. US401-5 �� 964.0 270.1 6.0 ��
6. uS401-6 �� 864.8 177.7 6.0 ��
7. US401-7 �� 737.4 130.6 6.0 •�
8. US401-8 �� 843.1 48.5 6.0 ��
9. US401-9 �� 869.5 -64.1 6.0 ••
10. US401-10 �� 1141.9 7.6 6.0 ��
11. US401-11 •� 1310.2 569.3 6.0 �•
12. US401-12 �� 1358.4 715.4 6.0 ��
13. US401-13 •� 1544.3 790.2 6.0 ��
�
PAGE 3
70B: No Build Fayetteville 2022 RUN: No Build
Fayetteville 2022
MODEL RESULTS
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
WIND �` CONCENTRATION
ANGLE �` (PPM)
(DEGR)` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
-------�-----------------------------------------------------------------------------
0. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.2
0.0
5. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.2
0.0
10. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1
Page 3

0.0
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0.0
60. �•
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6 5 . •�
0.0
70 . ..
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7 5 . ..
0.0
80 . ..
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90 . ..
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9 5 . ..
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110 . •�
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115 . �•
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120. �•
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140 . �•
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155. �•
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160 . ••
0.0
165. ��
0.0
0.0
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0.0
0.0
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.2
0.0
0.0
0.1
0.2
0.2
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.0
0.2
0.3
0.4
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
EXFayettevi11e2022.out
0.0 0.1 0.0 0.0 0.0
0.2 0.2 0.0 0.0 0.1
0.2 0.2 0.2 0.0 0.2
0.2 0.4 0.2 0.0 0.2
0.4 0.4 0.2 0.1 0.2
0.4 0.4 0.2 0.2 0.2
0.3 0.3 0.2 0.2 0.2
0.3 0.3 0.2 0.2 0.2
0.2 0.2 0.2 0.2 0.2
0.2 0.2 0.2 0.2 0.2
0.2 0.2 0.2 0.1 0.2
0.2 0.2 0.2 0.1 0.2
0.2 0.2 0.2 0.0 0.2
0.2 0.2 0.2 0.0 0.2
0.2 0.2 0.2 0.0 0.2
0.2 0.2 0.2 0.0 0.2
0.2 0.2 0.2 0.0 0.2
0.2 0.2 0.2 0.0 0.2
0.2 0.2 0.2 0.0 0.2
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.1 0.0 0.0
0.2 0.2 0.0 0.0 0.0
0.2 0.2 0.0 0.0 0.0
0.2 0.2 0.0 0.0 0.0
Page 4
0.2
0.3
0.5
0.6
0.6
0.4
0.4
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
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0.0
0.0
0.0
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0.0
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0.0
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0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
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0.0
0.0
0.0
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0.0
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0.0
0.0
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0.0

170. �� 0.2 0.2 0.3
0.0
175. �� 0.1 0.2 0.3
0.0
180. �� 0.0 0.2 0.4
0.0
185. •� 0.0 0.2 0.4
0.0
190. �� 0.0 0.2 0.2
0.0
195. �� 0.0 0.0 0.2
0.0
200. �� 0.0 0.0 0.1
0.0
205. �� 0.0 0.0 0.0
0.0
g
EXFayettevi11e2022.out
0.3 0.2 0.0 0.0 0.0
0.3 0.2 0.0 0.0 0.0
0.2 0.2 0.0 0.0 0.0
0.2 0.2 0.0 0.0 0.0
0.2 0.1 0.0 0.0 0.0
0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
PAGE 4
]06: No Build Fayetteville 2022
Fayetteville 2022
WIND ` CONCENTRATION
ANGLE �` (PPM)
(DEGR)` REC1 REC2 REC3 REC4 RECS
REC13
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
RUN: No Build
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
REC6 REC7 REC8 REC9 REC10 REC11 REC12
------��-----------------------------------------------------------------------------
210. " 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
215. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2
0.0
220. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3
0.0
225. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
230. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
235. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
240. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
245. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
250. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
255. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
260. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
265. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
270. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
275. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
280. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
285. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
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290. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2
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295. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2
Page 5

0.0
300. �•
0.1
305. �•
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310 . •�
0.1
315 . •�
0.0
320. �•
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3 2 5 . �•
0.0
330. ��
0.0
335. •�
0.0
340. �•
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345. �•
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350. •�
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355. •�
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0.0
0.0
0.0
0.0
0.0
0.0
EXFayettevi11e2022.out
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.0
0.1
-------�-----------------------------------------------------------------------------
MAX �� 0.2 0.2 0.4 0.4 0.4 0.2 0.2 0.2 0.6 0.2 0.2 0.3
0.1
DEGR. �` 160 30 30 35 30 25 40 25 30 0 220 220
300
THE HIGHEST CONCENTRATION OF 0.60 PPM OCCURRED AT RECEPTOR REC9 .
Page 6

EXFayettevi11e2027.out
g CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
95221 PAGE 1
JOB: No Build Fayetteville 2022 RUN: No Build
Fayetteville 2027
DATE : 7/15/14
TIME . 13:47: 2
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5
U= 1.0 M/S CLAS = 5(E)
1000. M AMB = 0.0 PPM
ZO = 108. CM
ATIM = 60. MINUTES
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 -• 1575.0 1903.0 1295.0 1076.0 �� 873.
199. AG 1516. 3.5 0.0 32.0
2. 2 �� 1295.0 1076.0 935.0 11.0 '� 1124.
199. AG 1438. 3.5 0.0 32.0
3. 3 �� 950.0 5.0 1306.0 1072.0 �� 1125.
18. AG 1438. 3.5 0.0 32.0
4. 4 �� 1306.0 1072.0 1518.0 1708.0 �� 670.
18. AG 1233. 3.5 0.0 32.0
5. 5 �� 1518.0 1708.0 1582.0 1901.0 � 203.
18. AG 1515. 3.5 0.0 32.0
6. 6 �� 1518.0 1708.0 1440.0 1447.0 � 272.
197. AG 283. 3.5 0.0 32.0
7. 7 �• 1440.0 1447.0 1339.0 1144.0 �� 319.
198. AG 283. 3.5 0.0 32.0
8. 8 �� 1622.0 1888.0 1336.0 1053.0 �� 883.
199. AG 828. 3.5 0.0 32.0
9. 9 �• 1336.0 1053.0 972.0 -2.0 �� 1116.
199. AG 763. 3.5 0.0 32.0
10. 10 �� 987.0 -7.0 1249.0 752.0 '� 803.
19. AG 763. 3.5 0.0 32.0
11. 11 �� 1249.0 752.0 1351.0 1048.0 �� 313.
19. AG 491. 3.5 0.0 32.0
12. 12 �� 1351.0 1048.0 1638.0 1883.0 �� 883.
19. AG 828. 3.5 0.0 32.0
13. 13 �� 1249.0 752.0 1296.0 869.0 � 126.
22. AG 72. 3.5 0.0 32.0
14. 14 �� 1296.0 869.0 1356.0 1026.0 � 168.
21. AG 72. 3.5 0.0 32.0
15. 15 �• 497.0 1528.0 645.0 1395.0 �� 199.
132. AG 394. 3.9 0.0 32.0
16. 16 �� 645.0 1395.0 805.0 1275.0 �� 200.
127. AG 394. 3.9 0.0 32.0
17. 17 -• 805.0 1275.0 968.0 1216.0 �� 173.
110. AG 394. 3.9 0.0 32.0
18. 18 -� 968.0 1216.0 1301.0 1094.0 '� 355.
110. AG 139. 3.9 0.0 32.0
19. 19 �� 1295.0 1076.0 1126.0 1144.0 �� 182.
Page 1

EXFayettevi11e2027.out
292. AG 255. 3.9 0.0 32.0
20. 20 •� 1126.0 1144.0
294. AG 255. 3.9 0.0 32.0
21. 21 •� 505.0 1539.0
133. AG 215. 3.9 0.0 32.0
22. 22 •• 649.0 1404.0
126. AG 215. 3.9 0.0 32.0
23. 23 •� 828.0 1276.0
110. AG 215. 3.9 0.0 32.0
24. 24 •� 1017.0 1207.0
108. AG 215. 3.9 0.0 32.0
25. 25 �� 1387.0 1065.0
110. AG 167. 3.9 0.0 32.0
26. 26 �� 1542.0 1010.0
113. AG 167. 3.9 0.0 32.0
27. 27 �� 2285.0 738.0
289. AG 233. 3.9 0.0 32.0
28. 28 •� 1703.0 943.0
289. AG 66. 3.9 0.0 32.0
29. 29 •� 1351.0 1048.0
109. AG 439. 3.9 0.0 32.0
30. Q1-NB 401 •• 1372.4 1032.8
198. AG 17. 100.0 0.0 12.0 0.90 7.0
31. Q2-NB 401 �� 1361.6 1037.4
198. AG 17. 100.0 0.0 12.0 0.90 7.0
32. Q3-NB 401 LT �� 1349.6 1041.7
198. AG 17. 100.0 0.0 12.0 0.09 0.5
33. Q4-EB Donny LT �� 1309.9 1102.2
293. AG 36. 100.0 0.0 12.0 1.42 26.1
34. Q5-EB Donny Thru&RT '� 1304.0 1092.8
294 . AG 38 . 100 . 0 0. 0 12 . 0�� �� �� �� 132 . 5
35. Q6-SB 401 �� 1341.9 1155.5
18. AG 17. 100.0 0.0 12.0 1.69 303.0
36. Q7-SB 401 •� 1354.0 1152.2
18. AG 17. 100.0 0.0 12.0 1.69 303.0
37. Q8-56 401 LT •� 1366.0 1147.1
18. AG 17. 100.0 0.0 12.0 0.35 2.0
38. Q9-w6 Donny Thru&RT '� 1408.1 1077.4
109. AG 38. 100.0 0.0 12.0 6.96 82.6
39. Q10-w6 Donny LT •� 1402.5 1064.5
110. AG 36. 100.0 0.0 12.0 0.67 1.2
�
PAGE 2
JOB: No Build Fayetteville 2022
Fayetteville 2027
DATE : 7/15/14
TIME . 13:47: 2
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �� CYCLE
IDLE SIGNAL ARRIVAL
�• LENGTH
EM FAC TYPE RATE
�� (SEC)
(gm/hr)
968.0 1�16.0 �° 174.
649.0 1404.0 �° 197.
828.0
1017.0
1307.0
1542.0
1703.0
1703.0
1356.0
2283.0
1328.9
1318.1
1346.6
838.0
1276.0 �°
1207.0 �
1112 . 0 ��
1010 . 0 ��
943.0 �
943.0 ��
1064.0 �°
728.0 ::
901. 9 �°
906.5 �
10 3 2 . 3 ��
1304.5 ��
220.
201.
305.
164.
174.
617.
367.
985.
138.
138.
10.
513.
-1070.4 2173.2 � 2609.
3207.2 6821.9 �� 5966.
3220.1 6818.4 �� 5966.
1377.8 1183.9 �� 39.
2944.5 542.4 �� 1627.
1425.0 1056.5 � 24.
RUN: NO BUild
RED CLEARANCE APPROACH SATURATION
TIME LOST TIME
(SEC) (SEC)
1�L�7�
(VPH)
FLOW RATE
(VPH)
-------------------------�-----------------------------------------------------------
---------------------
30. Q1-NB 401 �� 65 25 5.0 727 1600
16.11 1 3
31. Q2-NB 401 �� 65 25 5.0 727 1600
Page 2

EXFayettevi11e2027.out
16.11 1 3
32. Q3-NB 401 LT •� 65 25 5.0 72 1600
16.11 1 3
33. Q4-EB Donny LT •� 65 54 5.0 139 1600
16.11 1 3
34. Q5-EB Donny Thru&RT '� 65 57 5.0 255 1600
16.11 1 3
35. Q6-56 401 •� 65 25 5.0 1375 1600
16.11 1 3
36. Q7-SB 401 •� 65 25 5.0 1375 1600
16.11 1 3
37. Q8-56 401 LT �� 65 25 5.0 283 1600
16.11 1 3
38. Q9-w6 Donny Thru&RT '� 65 57 5.0 167 1600
16.11 1 3
39. Q10-w6 Donny LT �� 65 54 5.0 66 1600
16.11 1 3
RECEPTOR LOCATIONS
------------------
�� COORDINATES (FT) ��
RECEPTOR �• X Y Z �•
1. US401-1 �� 990.0 939.2 6.0 •�
2. US401-2 �� 1084.6 844.3 6.0 ��
3. US401-3 •� 1136.4 792.3 6.0 •�
4. US401-4 �• 1024.3 452.7 6.0 ��
5. US401-5 �� 964.0 270.1 6.0 ��
6. uS401-6 �� 864.8 177.7 6.0 ��
7. US401-7 �� 737.4 130.6 6.0 •�
8. US401-8 �� 843.1 48.5 6.0 ��
9. US401-9 �� 869.5 -64.1 6.0 ••
10. US401-10 �� 1141.9 7.6 6.0 ��
11. US401-11 •� 1310.2 569.3 6.0 �•
12. US401-12 �� 1358.4 715.4 6.0 ��
13. US401-13 •� 1544.3 790.2 6.0 ��
�
PAGE 3
70B: No Build Fayetteville 2022 RUN: No Build
Fayetteville 2027
MODEL RESULTS
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
WIND �` CONCENTRATION
ANGLE �` (PPM)
(DEGR)` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
-------�-----------------------------------------------------------------------------
0. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.2
0.0
5. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.2
0.0
10. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1
Page 3

0.0
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60. �•
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6 5 . •�
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70 . ..
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80 . ..
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140 . �•
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155. �•
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160 . ••
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165. ��
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0.1
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.0
0.0
0.1
0.2
0.2
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.0
0.2
0.3
0.4
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
EXFayettevi11e2027.out
0.0 0.1 0.0 0.0 0.0
0.2 0.2 0.0 0.0 0.1
0.2 0.2 0.2 0.0 0.2
0.2 0.4 0.2 0.0 0.2
0.4 0.4 0.2 0.1 0.2
0.3 0.4 0.2 0.2 0.2
0.3 0.3 0.2 0.2 0.2
0.3 0.3 0.2 0.2 0.2
0.2 0.2 0.2 0.2 0.2
0.2 0.2 0.2 0.2 0.2
0.2 0.2 0.2 0.1 0.2
0.2 0.2 0.2 0.0 0.2
0.2 0.2 0.2 0.0 0.2
0.2 0.2 0.2 0.0 0.2
0.2 0.2 0.2 0.0 0.2
0.2 0.2 0.2 0.0 0.2
0.2 0.2 0.2 0.0 0.2
0.2 0.2 0.2 0.0 0.2
0.2 0.2 0.2 0.0 0.1
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.1 0.0 0.0
0.2 0.2 0.0 0.0 0.0
0.2 0.2 0.0 0.0 0.0
0.2 0.2 0.0 0.0 0.0
Page 4
0.2
0.3
0.5
0.6
0.5
0.4
0.4
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
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170. �� 0.2 0.2 0.3
0.0
175. �� 0.1 0.2 0.3
0.0
180. �� 0.0 0.2 0.4
0.0
185. •� 0.0 0.2 0.4
0.0
190. �� 0.0 0.2 0.2
0.0
195. �� 0.0 0.0 0.2
0.0
200. �� 0.0 0.0 0.1
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205. �� 0.0 0.0 0.0
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g
EXFayettevi11e2027.out
0.2 0.2 0.0 0.0 0.0
0.2 0.2 0.0 0.0 0.0
0.2 0.2 0.0 0.0 0.0
0.2 0.2 0.0 0.0 0.0
0.2 0.1 0.0 0.0 0.0
0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
PAGE 4
]06: No Build Fayetteville 2022
Fayetteville 2027
WIND ` CONCENTRATION
ANGLE �` (PPM)
(DEGR)` REC1 REC2 REC3 REC4 RECS
REC13
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
RUN: No Build
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
REC6 REC7 REC8 REC9 REC10 REC11 REC12
------��-----------------------------------------------------------------------------
210. " 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
215. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2
0.0
220. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
225. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
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230. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
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235. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
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240. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
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245. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
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250. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
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255. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
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260. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
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270. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
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280. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
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Page 5

0.0
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EXFayettevi11e2027.out
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0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
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0.1
-------�-----------------------------------------------------------------------------
MAX �� 0.2 0.2 0.4 0.4 0.4 0.2 0.2 0.2 0.6 0.2 0.2 0.2
0.1
DEGR. �` 165 30 30 35 30 25 40 25 30 0 220 0
305
THE HIGHEST CONCENTRATION OF 0.60 PPM OCCURRED AT RECEPTOR REC9 .
Page 6

ExFayettevi11e2035.out
g CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
95221 PAGE 1
JOB: No Build Fayetteville 2035 RUN: No Build
Fayetteville 2035
DATE : 7/15/14
TIME . 13:47: 2
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5
U= 1.0 M/S CLAS = 5(E)
1000. M AMB = 0.0 PPM
ZO = 108. CM
ATIM = 60. MINUTES
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 -• 1575.0 1903.0 1295.0 1076.0 �� 873.
199. AG 1778. 3.3 0.0 32.0
2. 2 �� 1295.0 1076.0 935.0 11.0 '� 1124.
199. AG 1685. 3.3 0.0 32.0
3. 3 �� 950.0 5.0 1306.0 1072.0 �� 1125.
18. AG 1685. 3.3 0.0 32.0
4. 4 �� 1306.0 1072.0 1518.0 1708.0 �� 670.
18. AG 1472. 3.3 0.0 32.0
5. 5 �� 1518.0 1708.0 1582.0 1901.0 � 203.
18. AG 1778. 3.3 0.0 32.0
6. 6 �� 1518.0 1708.0 1440.0 1447.0 � 272.
197. AG 306. 3.3 0.0 32.0
7. 7 �• 1440.0 1447.0 1339.0 1144.0 �� 319.
198. AG 306. 3.3 0.0 32.0
8. 8 �� 1622.0 1888.0 1336.0 1053.0 �� 883.
199. AG 958. 3.3 0.0 32.0
9. 9 �• 1336.0 1053.0 972.0 -2.0 �� 1116.
199. AG 907. 3.3 0.0 32.0
10. 10 �� 987.0 -7.0 1249.0 752.0 '� 803.
19. AG 907. 3.3 0.0 32.0
11. 11 �� 1249.0 752.0 1351.0 1048.0 �� 313.
19. AG 783. 3.3 0.0 32.0
12. 12 �� 1351.0 1048.0 1638.0 1883.0 �� 883.
19. AG 958. 3.3 0.0 32.0
13. 13 �� 1249.0 752.0 1296.0 869.0 � 126.
22. AG 124. 3.3 0.0 32.0
14. 14 �� 1296.0 869.0 1356.0 1026.0 � 168.
21. AG 124. 3.3 0.0 32.0
15. 15 �• 497.0 1528.0 645.0 1395.0 �� 199.
132. AG 481. 3.7 0.0 32.0
16. 16 �� 645.0 1395.0 805.0 1275.0 �� 200.
127. AG 481. 3.7 0.0 32.0
17. 17 -• 805.0 1275.0 968.0 1216.0 �� 173.
110. AG 481. 3.7 0.0 32.0
18. 18 -� 968.0 1216.0 1301.0 1094.0 '� 355.
110. AG 116. 3.7 0.0 32.0
19. 19 �� 1295.0 1076.0 1126.0 1144.0 �� 182.
Page 1

ExFayettevi11e2035.out
292. AG 365. 3.7 0.0 32.0
20. 20 •� 1126.0 1144.0
294. AG 365. 3.7 0.0 32.0
21. 21 •� 505.0 1539.0
133. AG 259. 3.7 0.0 32.0
22. 22 •• 649.0 1404.0
126. AG 259. 3.7 0.0 32.0
23. 23 •� 828.0 1276.0
110. AG 259. 3.7 0.0 32.0
24. 24 •� 1017.0 1207.0
108. AG 259. 3.7 0.0 32.0
25. 25 �� 1387.0 1065.0
110. AG 206. 3.7 0.0 32.0
26. 26 �� 1542.0 1010.0
113. AG 206. 3.7 0.0 32.0
27. 27 �� 2285.0 738.0
289. AG 273. 3.7 0.0 32.0
28. 28 •� 1703.0 943.0
289. AG 67. 3.7 0.0 32.0
29. 29 •� 1351.0 1048.0
109. AG 507. 3.7 0.0 32.0
30. Q1-NB 401 •• 1372.4 1032.8
198. AG 14. 100.0 0.0 12.0 1.12 64.8
31. Q2-NB 401 �� 1361.6 1037.4
198. AG 14. 100.0 0.0 12.0 1.12 64.8
32. Q3-NB 401 LT �� 1349.6 1041.7
198. AG 14. 100.0 0.0 12.0 0.11 0.6
33. Q4-EB Donny LT �� 1309.9 1102.2
293. AG 30. 100.0 0.0 12.0 1.18 13.7
34. Q5-EB Donny Thru&RT '� 1304.0 1092.8
294 . AG 32 . 100 . 0 0. 0 12 . 0�� �� �� �� 194 . 9
35. Q6-SB 401 �� 1341.9 1155.5
18. AG 14. 100.0 0.0 12.0 2.02 440.2
36. Q7-SB 401 •� 1354.0 1152.2
18. AG 14. 100.0 0.0 12.0 2.02 440.2
37. Q8-56 401 LT •� 1366.0 1147.1
18. AG 14. 100.0 0.0 12.0 0.34 1.9
38. Q9-w6 Donny Thru&RT '� 1408.1 1077.4
109. AG 32. 100.0 0.0 12.0 8.58 104.7
39. Q10-w6 Donny LT •� 1402.5 1064.5
110. AG 30. 100.0 0.0 12.0 0.68 1.3
�
PAGE 2
JOB: No Build Fayetteville 2035
Fayetteville 2035
DATE : 7/15/14
TIME . 13:47: 2
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �� CYCLE
IDLE SIGNAL ARRIVAL
�• LENGTH
EM FAC TYPE RATE
�� (SEC)
(gm/hr)
968.0 1�16.0 �° 174.
649.0 1404.0 �° 197.
828.0
1017.0
1307.0
1542.0
1703.0
1703.0
1356.0
2283.0
1276.0 �°
1207.0 �
1112 . 0 ��
1010 . 0 ��
943.0 �
943.0 ��
1064.0 �°
728.0 ::
220.
201.
305.
164.
174.
617.
367.
985.
970.5 -178.0 �° 1276.
959.0 -173.2 � 1276.
1345.9 1030.2 �� 12.
1062.8 1208.1 �� 269.
-2187.5 �681.4 � 3836.
4051.5 9386.7 �� 8666.
4064.7 9383.0 �° 8666.
1377.5 1182.9 �� 38.
3355.4 399.3 �° 2062.
1425.7 1056.2 � 25.
RUN: NO BUild
RED CLEARANCE APPROACH SATURATION
TIME LOST TIME
(SEC) (SEC)
1�L�7�
(VPH)
FLOW RATE
(VPH)
-------------------------�-----------------------------------------------------------
---------------------
30. Q1-NB 401 -� 65 25 5.0 913 1600
13.52 1 3
31. Q2-NB 401 �� 65 25 5.0 913 1600
Page 2

ExFayettevi11e2035.out
13.52 1 3
32. Q3-NB 401 LT •� 65 25 5.0 88 1600
13.52 1 3
33. Q4-EB Donny LT •� 65 54 5.0 116 1600
13.52 1 3
34. Q5-EB Donny Thru&RT '� 65 57 5.0 365 1600
13.52 1 3
35. Q6-56 401 •� 65 25 5.0 1641 1600
13.52 1 3
36. Q7-SB 401 •� 65 25 5.0 1641 1600
13.52 1 3
37. Q8-56 401 LT �� 65 25 5.0 275 1600
13.52 1 3
38. Q9-w6 Donny Thru&RT '� 65 57 5.0 206 1600
13.52 1 3
39. Q10-w6 Donny LT �� 65 54 5.0 67 1600
13.52 1 3
RECEPTOR LOCATIONS
------------------
�� COORDINATES (FT) ��
RECEPTOR �• X Y Z �•
1. US401-1 �� 990.0 939.2 6.0 •�
2. US401-2 �� 1084.6 844.3 6.0 ��
3. US401-3 •� 1136.4 792.3 6.0 •�
4. US401-4 �• 1024.3 452.7 6.0 ��
5. US401-5 �� 964.0 270.1 6.0 ��
6. uS401-6 �� 864.8 177.7 6.0 ��
7. US401-7 �� 737.4 130.6 6.0 •�
8. US401-8 �� 843.1 48.5 6.0 ��
9. US401-9 �� 869.5 -64.1 6.0 ••
10. US401-10 �� 1141.9 7.6 6.0 ��
11. US401-11 •� 1310.2 569.3 6.0 �•
12. US401-12 �� 1358.4 715.4 6.0 ��
13. US401-13 •� 1544.3 790.2 6.0 ��
�
PAGE 3
70B: No Build Fayetteville 2035 RUN: No Build
Fayetteville 2035
MODEL RESULTS
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
WIND �` CONCENTRATION
ANGLE �` (PPM)
(DEGR)` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
-------�-----------------------------------------------------------------------------
0. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.2
0.0
5. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.2
0.0
10. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1
Page 3

0.0
15 . �•
0.0
2 0 . ..
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30. •�
0.0
3 5 . �•
0.0
40. �•
0.0
4 5 . ��
0.0
5 0 . •�
0.0
5 5 . �•
0.0
60. �•
0.0
6 5 . •�
0.0
70 . ..
0.0
7 5 . ..
0.0
80 . ..
0.0
8 5 . ..
0.0
90 . ..
0.0
9 5 . ..
0.0
100 . �•
0.0
10 5 . •�
0.0
110 . •�
0.0
115 . �•
0.0
120. �•
0.0
12 5 . ��
0.0
130. •�
0.0
135. �•
0.0
140 . �•
0.0
14 5 . •�
0.0
150 . •�
0.0
155. �•
0.0
160 . ••
0.0
165. ��
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.2
0.2
0.2
0.2
0.0
0.0
0.1
0.2
0.2
0.2
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.2
0.3
0.5
0.3
0.2
0.2
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
ExFayettevi11e2035.out
0.0 0.1 0.0 0.0 0.0
0.2 0.2 0.0 0.0 0.1
0.2 0.3 0.2 0.0 0.2
0.3 0.4 0.2 0.0 0.2
0.4 0.5 0.2 0.2 0.3
0.4 0.5 0.2 0.2 0.3
0.4 0.5 0.2 0.2 0.2
0.3 0.4 0.2 0.2 0.2
0.3 0.3 0.2 0.2 0.2
0.3 0.3 0.2 0.2 0.2
0.2 0.3 0.2 0.2 0.2
0.2 0.2 0.2 0.2 0.2
0.2 0.2 0.2 0.2 0.2
0.2 0.2 0.2 0.1 0.2
0.2 0.2 0.2 0.1 0.2
0.2 0.2 0.2 0.1 0.2
0.2 0.2 0.2 0.0 0.2
0.2 0.2 0.2 0.0 0.2
0.2 0.2 0.2 0.0 0.2
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.2 0.0 0.0
0.2 0.2 0.1 0.0 0.0
0.3 0.3 0.0 0.0 0.0
0.3 0.3 0.0 0.0 0.0
0.3 0.3 0.0 0.0 0.0
Page 4
0.2
0.3
0.5
0.6
0.6
0.4
0.4
0.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0

170. �� 0.2 0.2 0.4
0.0
175. �� 0.2 0.2 0.5
0.0
180. �� 0.0 0.2 0.5
0.0
185. •� 0.0 0.2 0.4
0.0
190. �� 0.0 0.2 0.3
0.0
195. �� 0.0 0.0 0.2
0.0
200. �� 0.0 0.0 0.2
0.0
205. �� 0.0 0.0 0.0
0.0
g
ExFayettevi11e2035.out
0.4 0.2 0.0 0.0 0.0
0.4 0.2 0.0 0.0 0.0
0.4 0.2 0.0 0.0 0.0
0.2 0.2 0.0 0.0 0.0
0.2 0.1 0.0 0.0 0.0
0.2 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
PAGE 4
]06: No Build Fayetteville 2035
Fayetteville 2035
WIND ` CONCENTRATION
ANGLE �` (PPM)
(DEGR)` REC1 REC2 REC3 REC4 RECS
REC13
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
RUN: No Build
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
REC6 REC7 REC8 REC9 REC10 REC11 REC12
------��-----------------------------------------------------------------------------
210. " 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
0.0
215. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3
0.0
220. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4
0.0
225. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4
0.0
230. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3
0.0
235. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
240. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
245. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
250. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
255. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
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260. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
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265. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
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270. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
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275. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
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280. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
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285. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2
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290. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2
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295. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2
Page 5

0.0
300. �•
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305. �•
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310 . •�
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315 . •�
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320. �•
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340. �•
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345. �•
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0.0
0.0
0.0
0.0
0.0
ExFayettevi11e2035.out
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.0
0.1
-------�-----------------------------------------------------------------------------
MAx �� 0.2 0.2 0.5 0.4 0.5 0.2 0.2 0.3 0.6 0.2 0.3 0.4
0.1
DEGR. �` 145 30 30 35 35 25 35 35 30 0 220 220
345
THE HIGHEST CONCENTRATION OF 0.60 PPM OCCURRED AT RECEPTOR REC9 .
Page 6

�
95221
2022
oldstage2022.out
CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
PAGE 1
706: Build old stage 2022
DATE : 7/15/14
TIME . 13:47: 4
RUN: Build Old Stage
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5
U= 1.0 M/S CLAS = 5(E)
1000. M AMB = 0.0 PPM
ZO = 108. CM
ATIM = 60. MINUTES
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 �• 1000.0 1714.0 1175.0 702.0 �� 1027.
170. AG 720. 3.9 0.0 32.0
2. 2 �� 1175.0 702.0 1327.0 -172.0 '� 887.
170. AG 656. 3.9 0.0 32.0
3. 3 �� 1327.0 -172.0 1289.0 -352.0 �� 184.
192. AG 494. 4.4 0.0 32.0
4. 4 �� 1289.0 -352.0 1126.0 -453.0 �� 192.
238. AG 494. 4.4 0.0 32.0
5. 5 �� 1126.0 -453.0 944.0 -395.0 � 191.
288. AG 494. 4.4 0.0 32.0
6. 6 �� 944.0 -395.0 872.0 -218.0 � 191.
338. AG 494. 4.4 0.0 32.0
7. 7 �• 872.0 -218.0 960.0 -48.0 �� 191.
27. AG 494. 4.4 0.0 32.0
8. 8 �� 960.0 -48.0 1145.0 2.0 �� 192.
75. AG 494. 4.4 0.0 32.0
9. 9 �• 1145.0 2.0 1770.0 -92.0 �� 632.
99. AG 494. 4.1 0.0 32.0
10. 10 -� 1012.0 1716.0 1186.0 704.0 '� 1027.
170. AG 720. 3.9 0.0 32.0
11. 11 �� 1186.0 704.0 1352.0 -253.0 �� 971.
170. AG 656. 3.9 0.0 32.0
12. 12 �� 1364.0 -251.0 1198.0 706.0 �� 971.
350. AG 656. 3.9 0.0 32.0
13. 13 �� 1198.0 706.0 1024.0 1718.0 � 1027.
350. AG 720. 3.9 0.0 32.0
14. 14 �� 1035.0 1720.0 1050.0 1626.0 � 95.
171. AG 62. 3.9 0.0 32.0
15. 15 �• 1056.0 1724.0 1207.0 859.0 �� 878.
170. AG 528. 3.9 0.0 32.0
16. 16 �� 1207.0 859.0 1398.0 -245.0 �� 1120.
170. AG 410. 3.9 0.0 32.0
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351. AG 410. 3.9 0.0 32.0
18. 18 -� 1229.0 871.0 1068.0 1726.0 '� 870.
349. AG 528. 3.9 0.0 32.0
19. 19 �� 1087.0 1620.0 1578.0 1666.0 �� 493.
Page 1

85. AG 766. 3.9 0.0 32.0
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264. AG 77. 3.9 0.0 32.0
21. 21 •� 1
265. AG 478. 3.9 0.0 32.0
22 . 22 •• 1
170. AG 416. 3.9 0.0 32.0
23. 23 •� 1
170. AG 379. 3.9 0.0 32.0
24. 24 •� 1
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354. AG 31. 3.9 0.0 32.0
26. 26 �� 1
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27. 27 �� 1
72. ,4G 31. 4.4 0.0 32.0
28. 28 •� 1
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29. 29 •� 1
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37. 37 •� 1
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43 . 43 �•
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100. AG 493. 4.1 0.0 32.0
�
PAGE 2
706: Build old stage 2022
2022
DATE : 7/15/14
TIME . 13:47: 4
LINK VARIABLES
--------------
LINK DESCRIPTION ��
BRG TYPE VPH EF H W
ldstage2022.out
549.0 1677.0
606.0 1655.0
111.0 1550.0
229.0 871.0
350.0 181.0
350.0 181.0
334.0 331.0
405.0 509.0
586.0 569.0
749.0 469.0
778.0 280.0
652.0 136.0
460.0 117.0
377.0 184.0
414.0 111.0
903.0 15.0
413.0 99.0
893.0 4.0
420.0 86.0
447.0 90.0
439.0 12.0
811.0 -63.0
438.0 1.0
469.0 66.0
436.0 -10.0
1084.0
1160.0
1229.0
1350.0
1404.0
1334.0
1405.0
1586.0
1749.0
1778.0
1652.0
1460.0
369.0
1414.0
1914.0
1413.0
385.0
1420.0
393.0
1439.0
1824.0
1438.0
458.0
1436.0
1798.0
1632.0 �°
1616.0 �°
871.0 �°
181.0 �
-128.0 ��
331.0 ��
509.0 �
569.0 ��
469.0 �°
280.0 �°
136.0 �°
117.0 �
196.0 ��
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25.0 �
99.0 ::
172.0 �°
86.0 �°
160 . 0 �°
12.0 �
-53.0 ��
1.0 ��
78.0 �
-10.0 ��
-73.0 �°
467.
448.
689.
701.
314.
151.
192.
191.
191.
191.
191.
193.
1094.
1040.
507.
497.
1031.
480.
1030.
995.
390.
378.
983.
970.
367.
Ru►v: Build old stage
LINK COORDINATES (FT) �� LENGTH
V/C QUEUE
Page 2

old5tage2022.out
�� Xl Yl X2 Y2 �� ( FT)
(DEG) (G/MI) (FT) (FT) (VEH)
------------------------�°----------------------------------------��------------------
----------------------------------------
45. 45 •• 1784.0 -83.0 1438.0 -�3.0 �° 351.
280. AG 493. 4.1 0.0 32.0
46. 46 •� 1438.0 -23.0 480.0 54.0 � 961.
275. AG 493. 4.1 0.0 32.0
47. 47 •� 265.0 411.0 445.0 511.0 �� 206.
61. AG 371. 3.9 0.0 32.0
48. 48 �� 445.0 511.0 628.0 601.0 �� 204.
64. AG 371. 3.9 0.0 32.0
49. 49 �� 628.0 601.0 812.0 665.0 � 195.
71. ,4G 371. 3.9 0.0 32.0
50. 50 �� 812.0 665.0 1015.0 708.0 �� 208.
78. ,4G 371. 3.9 0.0 32.0
51. 51 •� 1015.0 708.0 1116.0 772.0 �° 120.
58. AG 371. 4.4 0.0 32.0
52. 52 •� 1116.0 772.0 1142.0 888.0 �° 119.
13. AG 371. 4.4 0.0 32.0
53. 53 •• 1229.0 871.0 1364.0 767.0 �° 170.
128. AG 136. 4.4 0.0 32.0
54. 54 �� 1364.0 767.0 1568.0 764.0 � 204.
91. AG 136. 3.9 0.0 32.0
55. 55 •� 1568.0 764.0 1760.0 697.0 �� 203.
109. AG 136. 3.9 0.0 32.0
56. 56 �� 1760.0 697.0 1900.0 593.0 �� 174.
127. AG 136. 3.9 0.0 32.0
57. 57 �� 1900.0 593.0 2001.0 489.0 � 145.
136. AG 136. 3.9 0.0 32.0
58. 58 �� 2001.0 489.0 2128.0 338.0 �� 197.
140. AG 136. 3.9 0.0 32.0
59. 59 •� 2128.0 338.0 1916.0 560.0 �° 307.
316. AG 136. 3.9 0.0 32.0
60. 60 •� 1916.0 560.0 1752.0 687.0 �° 207.
308. AG 136. 3.9 0.0 32.0
61. 61 •• 1752.0 687.0 1562.0 753.0 �° 201.
289. AG 136. 3.9 0.0 32.0
62. 62 •� 1562.0 753.0 1358.0 755.0 � 204.
271. AG 136. 3.9 0.0 32.0
63. 63 •� 1358.0 755.0 1219.0 861.0 �� 175.
307. AG 136. 4.4 0.0 32.0
64. 64 �� 1253.0 734.0 1411.0 747.0 �� 159.
85. AG 180. 3.9 0.0 32.0
65. 65 �� 1411.0 747.0 1611.0 730.0 � 201.
95. ,4G 180. 3.9 0.0 32.0
66. 66 �� 1611.0 730.0 1795.0 647.0 �� 202.
114. AG 180. 3.9 0.0 32.0
67. 67 •� 1795.0 647.0 1983.0 472.0 �° 257.
133. AG 180. 3.9 0.0 32.0
68. 68 •� 1983.0 472.0 2128.0 338.0 �° 197.
133. AG 180. 3.9 0.0 32.0
69. 69 •• 1111.0 1550.0 1160.0 1616.0 �° 82.
37. ,4G 416. 4.4 0.0 32.0
70. Ql-Sg-ostage at vs ' 1015.0 1620.6 995.3 1748.2 � 129.
351. AG 24. 100.0 0.0 12.0 0.54 6.6
71. Q2-SB-oStage at vs �� 1026.8 1622.7 1007.1 1750.3 �� 129.
351. AG 24. 100.0 0.0 12.0 0.54 6.6
72. Q3-SB-ostage at vs ' 1038.6 1624.7 1019.0 1752.3 �� 129.
351. AG 24. 100.0 0.0 12.0 0.54 6.6
73. Q4-SB-ostage at vs �� 1050.5 1626.5 1041.5 1684.6 � 59.
351. AG 53. 100.0 0.0 12.0 0.90 3.0
Page 3

old5tage2022.out
74. Q5-WB VS RT �� 1104.4 1634.4
84. AG 33. 100.0 0.0 12.0 0.12 1.4
75. Q6-w6 vS LT �� 1105.6 1622.4
84. AG 40. 100.0 0.0 12.0 1.72 186.7
76. Q7-NB OS AT VS RT �� 1108.4 1567.7
170. AG 10. 100.0 0.0 12.0 0.33 2.4
77. Q8-NB os AT VS THRU -� 1096.6 1565.6
170. AG 30. 100.0 0.0 12.0 0.71 8.6
78. Q9-NB OS AT VS THRU �` 1084.8 1563.5
170. AG 30. 100.0 0.0 12.0 0.71 8.6
79. Q10-SB OS AT NC540 '• 1187.0 774.4
350. AG 16. 100.0 0.0 12.0 0.64 6.4
80. Q11-SB OS AT NC540 '� 1175.2 772.3
350. AG 16. 100.0 0.0 12.0 0.64 6.4
81. Q12-SB OS AT NC540 R�� 1163.4 770.2
350. AG 16. 100.0 0.0 12.0 0.64 6.4
82. Q13-w6540 TO NB OS '� 1265.7 759.2
85. AG 48. 100.0 0.0 12.0 0.61 3.7
83. Q14-WB540 TO NB OS '� 1266.8 747.3
85. AG 48. 100.0 0.0 12.0 0.61 3.7
84. Q15-w6540 TO SB OS �� 1267.8 735.3
85. AG 48. 100.0 0.0 12.0 0.81 5.6
85. Q16-NB OS THRU �• 1258.8 705.8
170. AG 16. 100.0 0.0 12.0 0.36 3.6
86. Q17-NB OS THRU �� 1247.0 703.8
170. AG 16. 100.0 0.0 12.0 0.36 3.6
87. Q18-NB OS THRU �• 1235.2 701.7
170. AG 16. 100.0 0.0 12.0 0.36 3.6
�
2022
PAGE 3
�OB: Build Old Stage 2022
DATE : 7/15/14
TIME . 13:47: 4
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �• CYCLE
IDLE SIGNAL ARRIVAL
�� LENGTH
EM FAC TYPE RATE
�• (SEC)
(gm/hr)
G7X�
1132.5
4760.5
1116.6
1125.9
1114.1
1165.3
1153.6
1141.7
1338.1
1339.2
1377.8
1270.8
1259.0
1247.2
1637.4 �
2009.5 �
1520.6 �
1398.0 ��
1395.9 �
898.5 �
896.4 -�
894.3 ��
765.4 ''�
753.5 �
744.8 �
636.9 ��
634.9 �
632.8 �
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3675.
48.
170.
170.
126.
126.
126.
73.
73.
110.
70.
70.
70.
RU►v: Build Old Stage
CLEARANCE APPROACH SATURATION
TIME LOST TIME
(SEC) (SEC)
VOL
(VPH)
FLOW RATE
(VPH)
------------------------��-----------------------------------------------------------
---------------------
70. Q1-SB-ostage at vs ' 115 48 0.0 492 1600
21.05 1 3
71. Q2-SB-ostage at vs ' 115 48 0.0 492 1600
21.05 1 3
72. Q3-5g-ostage at vs '� 115 48 0.0 492 1600
21.05 1 3
73. Q4-SB-ostage at vs �'� 115 108 0.0 62 1600
21.05 1 3
74. Q5-w6 v5 RT �� 115 67 0.0 77 1600
21.05 1 3
75. Q6-w6 v5 LT �� 115 81 0.0 766 1600
21.05 1 3
76. Q7-NB OS AT VS RT �� 115 21 0.0 416 1600
21.05 1 3
77. Q8-NB OS AT VS THRU � 115 62 0.0 502 1600
21.05 1 3
Page 4

78. Q9-NB OS AT VS THRU ��
21.05 1 3
79. Q10-SB OS AT NC540 '�
21.05 1 3
80. Q11-SB OS AT NC540 '�
21.05 1 3
81. Q12-SB OS AT NC540 R��
21.05 1 3
82. Q13-WB540 TO NB OS ��
21.05 1 3
83. Q14-WB540 TO NB OS '•
21.05 1 3
84. Q15-w6540 TO SB OS '�
21.05 1 3
85. Q16-NB OS THRU ��
21.05 1 3
86. Q17-NB OS THRU ��
21.05 1 3
87. Q18-NB OS THRU ��
21.05 1 3
RECEPTOR LOCATIONS
------------------
oldstage2022.out
115 62
115 32
115 32
115 32
115 97
115 97
115 97
115 32
115 32
115 32
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
502
720
720
720
136
136
180
400
400
400
�� COORDINATES (FT) •�
RECEPTOR �� X Y Z ��
1. Oldstage-1 -• 946.9 1760.9 6.0 ��
2. oldstage-2 �� 969.7 1612.7 6.0 ��
3. Oldstage-3 �� 1023.9 1166.5 6.0 ��
4. oldstage-4 �� 1046.5 960.1 6.0 •�
5. O1d5tage-5 �� 947.9 792.0 6.0 ��
6. Oldstage-6 �� 1400.7 878.2 6.0 ••
7. O1d5tage-7 �� 1305.2 888.1 6.0 ��
8. oldstage-8 •� 1299.1 1214.5 6.0 �•
9. oldstage-9 �� 1264.3 1401.7 6.0 ��
10. oldstage-10 •� 1267.2 1559.1 6.0 •�
11. Oldstage-11 �� 1364.9 1728.9 6.0 ��
12. oldstage-12 •• 1229.4 1715.9 6.0 �•
13. Oldstage-13 �• 1175.6 1710.3 6.0 ��
�
PAGE 4
706: Build old stage 2022
2022
MODEL RESULTS
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
RUN: Build Old Stage
WIND �` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` RECl REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------`-----------------------------------------------------------------------------
0. �� 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0
0.0
Page 5

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Page 6
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0.0 0.0 0.0
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0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
PAGE 5
706: Build old stage 2022
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
Ru►v: Build old stage
2022
WIND �` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------��-----------------------------------------------------------------------------
210. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
215. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
220. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2
0.0
225. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0
0.0
230. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0
0.0
235. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0
0.0
240. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0
0.0
245. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
250. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
255. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
260. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
265. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
270. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
275. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
280. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
285. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
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Page 7

290. ��
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295. ��
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310 . ��
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330. ��
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335. ��
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340. ��
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350. ��
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355. •�
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0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
oldstage2022.out
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.1
0.0 0.0 0.1
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
------�_-----------------------------------------------------------------------------
MAX •� 0.3 0.5 0.3 0.3 0.0 0.0 0.1 0.0 0.0 0.2 0.2 0.2
0.2
DEGR. ` 140 90 5 5 0 0 330 0 0 15 115 105
100
THE HIGHEST CONCENTRATION OF 0.50 PPM OCCURRED AT RECEPTOR REC2 .
Page 8

�
95221
2027
oldstage2027.out
CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
PAGE 1
706: Build old stage 2027
DATE : 7/15/14
TIME . 13:47: 5
RUN: Build Old Stage
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5
U= 1.0 M/S CLAS = 5(E)
1000. M AMB = 0.0 PPM
ZO = 108. CM
ATIM = 60. MINUTES
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 �• 1000.0 1714.0 1175.0 702.0 �� 1027.
170. AG 872. 3.5 0.0 32.0
2. 2 �� 1175.0 702.0 1327.0 -172.0 '� 887.
170. AG 801. 3.5 0.0 32.0
3. 3 �� 1327.0 -172.0 1289.0 -352.0 �� 184.
192. AG 615. 3.9 0.0 32.0
4. 4 �� 1289.0 -352.0 1126.0 -453.0 �� 192.
238. AG 615. 3.9 0.0 32.0
5. 5 �� 1126.0 -453.0 944.0 -395.0 � 191.
288. AG 615. 3.9 0.0 32.0
6. 6 �� 944.0 -395.0 872.0 -218.0 � 191.
338. AG 615. 3.9 0.0 32.0
7. 7 �• 872.0 -218.0 960.0 -48.0 �� 191.
27. AG 615. 3.9 0.0 32.0
8. 8 �� 960.0 -48.0 1145.0 2.0 �� 192.
75. AG 615. 3.9 0.0 32.0
9. 9 �• 1145.0 2.0 1770.0 -92.0 �� 632.
99. AG 615. 3.5 0.0 32.0
10. 10 �� 1012.0 1716.0 1352.0 -253.0 '� 1998.
170. AG 872. 3.5 0.0 32.0
11. 11 �� 1186.0 704.0 1352.0 -253.0 �� 971.
170. AG 801. 3.5 0.0 32.0
12. 12 �� 1364.0 -251.0 1198.0 706.0 �� 971.
350. AG 801. 3.5 0.0 32.0
13. 13 �� 1198.0 706.0 1024.0 1718.0 � 1027.
350. AG 872. 3.5 0.0 32.0
14. 14 �� 1035.0 1720.0 1050.0 1626.0 � 95.
171. AG 74. 3.5 0.0 32.0
15. 15 �• 1056.0 1724.0 1207.0 859.0 �� 878.
170. AG 649. 3.5 0.0 32.0
16. 16 �� 1207.0 859.0 1398.0 -245.0 �� 1120.
170. AG 490. 3.5 0.0 32.0
17. 17 �• 1410.0 -243.0 1229.0 871.0 �� 1129.
351. AG 490. 3.5 0.0 32.0
18. 18 -� 1229.0 871.0 1068.0 1726.0 '� 870.
349. AG 649. 3.5 0.0 32.0
19. 19 �� 1087.0 1620.0 1578.0 1666.0 �� 493.
Page 1

85. AG 885. 3.5 0.0 32.0
20. 20 •� 1
264. AG 92. 3.5 0.0 32.0
21. 21 •� 1
265. AG 553. 3.5 0.0 32.0
22 . 22 •• 1
170. AG 479. 3.5 0.0 32.0
23. 23 •� 1
170. AG 455. 3.5 0.0 32.0
24. 24 •� 1
170. AG 441. 3.5 0.0 32.0
25. 25 �� 1
354. AG 35. 3.9 0.0 32.0
26. 26 �� 1
22. ,4G 35. 3.9 0.0 32.0
27. 27 �� 1
72. ,4G 35. 3.9 0.0 32.0
28. 28 •� 1
122. AG 35. 3.9 0.0 32.0
29. 29 •� 1
171. AG 35. 3.9 0.0 32.0
30 . 30 •• 1
221. AG 35. 3.9 0.0 32.0
31. 31 �� 1
264. AG 35. 3.9 0.0 32.0
32 . 32 •� 1
274. AG 35. 3.5 0.0 32.0
33. 33 ��
94. AG 391. 3.5 0.0 32.0
34 . 34 �� 1
100. AG 391. 3.5 0.0 32.0
35. 35 �� 1
280. AG 391. 3.5 0.0 32.0
36. 36 •� 1
274. AG 391. 3.5 0.0 32.0
37. 37 •� 1
280. AG 391. 3.5 0.0 32.0
38. 38 •• 1
274. AG 391. 3.5 0.0 32.0
39. 39 •�
94. AG 605. 3.5 0.0 32.0
40 . 40 •� 1
100. AG 605. 3.5 0.0 32.0
41. 41 �� 1
280. AG 605. 3.5 0.0 32.0
42 . 42 �� 1
274. AG 605. 3.5 0.0 32.0
43 . 43 �•
94. ,4G 606. 3.5 0.0 32.0
44 . 44 •� 1
100. AG 606. 3.5 0.0 32.0
�
PAGE 2
706: Build old stage 2027
2027
DATE : 7/15/14
TIME . 13:47: 5
LINK VARIABLES
--------------
LINK DESCRIPTION ��
BRG TYPE VPH EF H W
ldstage2027.out
549.0 1677.0
606.0 1655.0
111.0 1550.0
229.0 871.0
350.0 181.0
350.0 181.0
334.0 331.0
405.0 509.0
586.0 569.0
749.0 469.0
778.0 280.0
652.0 136.0
460.0 117.0
377.0 184.0
414.0 111.0
903.0 15.0
413.0 99.0
893.0 4.0
420.0 86.0
447.0 90.0
439.0 12.0
811.0 -63.0
438.0 1.0
469.0 66.0
436.0 -10.0
1084.0
1160.0
1229.0
1350.0
1404.0
1334.0
1405.0
1586.0
1749.0
1778.0
1652.0
1460.0
369.0
1414.0
1914.0
1413.0
385.0
1420.0
393.0
1439.0
1824.0
1438.0
458.0
1436.0
1798.0
1632.0 �°
1616.0 �°
871.0 �°
181.0 �
-128.0 ��
331.0 ��
509.0 �
569.0 ��
469.0 �°
280.0 �°
136.0 �°
117.0 �
196.0 ��
111. 0 ��
25.0 �
99.0 ::
172.0 �°
86.0 �°
160 . 0 �°
12.0 �
-53.0 ��
1.0 ��
78.0 �
-10.0 ��
-73.0 �°
467.
448.
689.
701.
314.
151.
192.
191.
191.
191.
191.
193.
1094.
1040.
507.
497.
1031.
480.
1030.
995.
390.
378.
983.
970.
367.
Ru►v: Build old stage
LINK COORDINATES (FT) �� LENGTH
V/C QUEUE
Page 2

old5tage2027.out
�� Xl Yl X2 Y2 �� ( FT)
(DEG) (G/MI) (FT) (FT) (VEH)
------------------------�°----------------------------------------��------------------
----------------------------------------
45. 45 •• 1784.0 -83.0 1438.0 -�3.0 �° 351.
280. AG 606. 3.5 0.0 32.0
46. 46 •� 1438.0 -23.0 480.0 54.0 � 961.
275. AG 606. 3.5 0.0 32.0
47. 47 •� 265.0 411.0 445.0 511.0 �� 206.
61. AG 425. 3.5 0.0 32.0
48. 48 �� 445.0 511.0 628.0 601.0 �� 204.
64. AG 425. 3.5 0.0 32.0
49. 49 �� 628.0 601.0 812.0 665.0 � 195.
71. AG 425. 3.5 0.0 32.0
50. 50 �� 812.0 665.0 1015.0 708.0 �� 208.
78. AG 425. 3.5 0.0 32.0
51. 51 •� 1015.0 708.0 1116.0 772.0 �° 120.
58. AG 425. 3.9 0.0 32.0
52. 52 •� 1116.0 772.0 1142.0 888.0 �° 119.
13. AG 425. 3.9 0.0 32.0
53. 53 •• 1229.0 871.0 1364.0 767.0 �° 170.
128. AG 171. 3.9 0.0 32.0
54. 54 �� 1364.0 767.0 1568.0 764.0 � 204.
91. AG 171. 3.5 0.0 32.0
55. 55 •� 1568.0 764.0 1760.0 697.0 �� 203.
109. AG 171. 3.5 0.0 32.0
56. 56 �� 1760.0 697.0 1900.0 593.0 �� 174.
127. AG 171. 3.5 0.0 32.0
57. 57 �� 1900.0 593.0 2001.0 489.0 � 145.
136. AG 171. 3.5 0.0 32.0
58. 58 �� 2001.0 489.0 2128.0 338.0 �� 197.
140. AG 171. 3.5 0.0 32.0
59. 59 •� 2128.0 338.0 1916.0 560.0 �° 307.
316. AG 171. 3.5 0.0 32.0
60. 60 •� 1916.0 560.0 1752.0 687.0 �° 207.
308. AG 171. 3.5 0.0 32.0
61. 61 •• 1752.0 687.0 1562.0 753.0 �° 201.
289. AG 171. 3.5 0.0 32.0
62. 62 •� 1562.0 753.0 1358.0 755.0 � 204.
271. AG 171. 3.5 0.0 32.0
63. 63 •� 1358.0 755.0 1219.0 861.0 �� 175.
307. AG 171. 3.9 0.0 32.0
64. 64 �� 1253.0 734.0 1411.0 747.0 �� 159.
85. AG 213. 3.5 0.0 32.0
65. 65 �� 1411.0 747.0 1611.0 730.0 � 201.
95. ,4G 213. 3.5 0.0 32.0
66. 66 �� 1611.0 730.0 1795.0 647.0 �� 202.
114. AG 213. 3.5 0.0 32.0
67. 67 •� 1795.0 647.0 1983.0 472.0 �° 257.
133. AG 213. 3.5 0.0 32.0
68. 68 •� 1983.0 472.0 2128.0 338.0 �° 197.
133. AG 213. 3.5 0.0 32.0
69. 69 •• 1111.0 1550.0 1160.0 1616.0 �° 82.
37. ,4G 479. 3.9 0.0 32.0
70. Ql-Sg-ostage at vs ' 1015.0 1620.6 990.7 1778.3 � 160.
351. AG 18. 100.0 0.0 12.0 0.67 8.1
71. Q2-SB-oStage at vs �� 1026.8 1622.7 1002.5 1780.4 �� 160.
351. AG 18. 100.0 0.0 12.0 0.67 8.1
72. Q3-SB-ostage at vs ' 1038.6 1624.7 1014.3 1782.4 �� 160.
351. AG 18. 100.0 0.0 12.0 0.67 8.1
73. Q4-SB-ostage at vs �� 1050.5 1626.5 1029.7 1761.4 � 136.
351. AG 41. 100.0 0.0 12.0 1.07 6.9
Page 3

old5tage2027.out
74. Q5-WB VS RT �� 1104.4 1634.4
84. AG 25. 100.0 0.0 12.0 0.14 1.7
75. Q6-w6 vS LT �� 1105.6 1622.4
84. AG 30. 100.0 0.0 12.0 1.99 250.3
76. Q7-NB OS AT VS RT �� 1108.4 1567.7
170. AG 8. 100.0 0.0 12.0 0.37 2.8
77. Q8-NB os AT VS THRU -� 1096.6 1565.6
170. AG 23. 100.0 0.0 12.0 0.87 11.9
78. Q9-NB OS AT VS THRU �` 1084.8 1563.5
170. AG 23. 100.0 0.0 12.0 0.87 11.9
79. Q10-SB OS AT NC540 '• 1187.0 774.4
350. AG 12. 100.0 0.0 12.0 0.77 7.8
80. Q11-SB OS AT NC540 '� 1175.2 772.3
350. AG 12. 100.0 0.0 12.0 0.77 7.8
81. Q12-SB OS AT NC540 R�� 1163.4 770.2
350. AG 12. 100.0 0.0 12.0 0.77 7.8
82. Q13-w6540 TO NB OS '� 1265.7 759.2
85. AG 36. 100.0 0.0 12.0 0.77 5.1
83. Q14-WB540 TO NB OS '� 1266.8 747.3
85. AG 36. 100.0 0.0 12.0 0.77 5.1
84. Q15-w6540 TO SB OS �� 1267.8 735.3
85. AG 36. 100.0 0.0 12.0 0.96 8.4
85. Q16-NB OS THRU �• 1258.8 705.8
170. AG 12. 100.0 0.0 12.0 0.42 4.2
86. Q17-NB OS THRU �� 1247.0 703.8
170. AG 12. 100.0 0.0 12.0 0.42 4.2
87. Q18-NB OS THRU �• 1235.2 701.7
170. AG 12. 100.0 0.0 12.0 0.42 4.2
g
2027
PAGE 3
70g: Build Old Stage 2027
DATE : 7/15/14
TIME . 13:47: 5
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �• CYCLE
IDLE SIGNAL ARRIVAL
�� LENGTH
EM FAC TYPE RATE
�• (SEC)
(gm/hr)
G7X�
1137.9
6004.9
1117.9
1137.0
1125.2
1160.8
1149.0
1137.1
1366.0
1367.2
1433.5
1273.2
1261.4
1249.6
1637.9 �
2141.2 �
1513 . 5 �
1334.5 ��
1332.4 �
924.7 �
922.6 ::
920. 5 ��
767.8 ..
755.9 �
749.6 ��
623.4 ��
621.4 �
619.3 �
34.
4927.
55.
235.
235.
153.
153.
153.
101.
101.
166.
84.
84.
84.
RU►v: Build Old Stage
CLEARANCE APPROACH SATURATION
TIME LOST TIME
(SEC) (SEC)
VOL
(VPH)
FLOW RATE
(VPH)
------------------------��-----------------------------------------------------------
---------------------
70. Q1-SB-ostage at vs ' 115 48 0.0 608 1600
16.11 1 3
71. Q2-SB-ostage at vs ' 115 48 0.0 608 1600
16.11 1 3
72. Q3-5g-ostage at vs '� 115 48 0.0 608 1600
16.11 1 3
73. Q4-SB-ostage at vs �'� 115 108 0.0 74 1600
16.11 1 3
74. Q5-w6 v5 RT �� 115 67 0.0 92 1600
16.11 1 3
75. Q6-w6 v5 LT �� 115 81 0.0 885 1600
16.11 1 3
76. Q7-NB OS AT VS RT �� 115 21 0.0 479 1600
16.11 1 3
77. Q8-NB OS AT VS THRU � 115 62 0.0 619 1600
16.11 1 3
Page 4

78. Q9-NB OS AT VS THRU ��
16.11 1 3
79. Q10-SB OS AT NC540 '�
16.11 1 3
80. Q11-SB OS AT NC540 '�
16.11 1 3
81. Q12-SB OS AT NC540 R��
16.11 1 3
82. Q13-WB540 TO NB OS ��
16.11 1 3
83. Q14-WB540 TO NB OS '•
16.11 1 3
84. Q15-w6540 TO SB OS '�
16.11 1 3
85. Q16-NB OS THRU ��
16.11 1 3
86. Q17-NB OS THRU ��
16.11 1 3
87. Q18-NB OS THRU ��
16.11 1 3
RECEPTOR LOCATIONS
------------------
oldstage2027.out
115 62
115 32
115 32
115 32
115 97
115 97
115 97
115 32
115 32
115 32
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
619
872
872
872
171
171
213
478
478
478
�� COORDINATES (FT) •�
RECEPTOR �� X Y Z ��
1. Oldstage-1 -• 946.9 1760.9 6.0 ��
2. oldstage-2 �� 969.7 1612.7 6.0 ��
3. Oldstage-3 �� 1023.9 1166.5 6.0 ��
4. oldstage-4 �� 1046.5 960.1 6.0 •�
5. O1d5tage-5 �� 947.9 792.0 6.0 ��
6. Oldstage-6 �� 1400.7 878.2 6.0 ••
7. O1d5tage-7 �� 1305.2 888.1 6.0 ��
8. oldstage-8 •� 1299.1 1214.5 6.0 �•
9. oldstage-9 �� 1264.3 1401.7 6.0 ��
10. oldstage-10 •� 1267.2 1559.1 6.0 •�
11. Oldstage-11 �� 1364.9 1728.9 6.0 ��
12. oldstage-12 •• 1229.4 1715.9 6.0 �•
13. Oldstage-13 �• 1175.6 1710.3 6.0 ��
�
PAGE 4
706: Build old stage 2027
2027
MODEL RESULTS
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
1600
1600
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RUN: Build Old Stage
WIND �` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` RECl REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------`-----------------------------------------------------------------------------
0. �� 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0
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Page 5

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Page 6
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PAGE 5
7og: Build old stage 2027 Ru►v: Build old stage
2027
WIND �` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------��-----------------------------------------------------------------------------
210. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1
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Page 7

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------�_-----------------------------------------------------------------------------
MAX •� 0.3 0.5 0.3 0.3 0.0 0.0 0.2 0.0 0.0 0.2 0.2 0.2
0.2
DEGR. ` 135 75 5 5 0 0 325 0 0 55 115 105
100
THE HIGHEST CONCENTRATION OF 0.50 PPM OCCURRED AT RECEPTOR REC2 .
Page 8

�
95221
2035
oldStage2035.out
CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
PAGE 1
7og: Build old Stage 2035
DATE : 7/15/14
TIME . 13:47: 5
RUN: Build Old Stage
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5
U= 1.0 M/S CLAS = 5(E)
1000. M AMB = 0.0 PPM
ZO = 108. CM
ATIM = 60. MINUTES
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 �• 1000.0 1714.0 1175.0 702.0 �� 1027.
170. AG 1178. 3.3 0.0 32.0
2. 2 �� 1175.0 702.0 1327.0 -172.0 '� 887.
170. AG 1090. 3.3 0.0 32.0
3. 3 �� 1327.0 -172.0 1289.0 -352.0 �� 184.
192. AG 906. 3.7 0.0 32.0
4. 4 �� 1289.0 -352.0 1126.0 -453.0 �� 192.
238. AG 906. 3.7 0.0 32.0
5. 5 �� 1126.0 -453.0 944.0 -395.0 � 191.
288. AG 906. 3.7 0.0 32.0
6. 6 �� 944.0 -395.0 872.0 -218.0 � 191.
338. AG 906. 3.7 0.0 32.0
7. 7 �• 872.0 -218.0 960.0 -48.0 �� 191.
27. AG 906. 3.7 0.0 32.0
8. 8 �� 960.0 -48.0 1145.0 2.0 �� 192.
75. AG 906. 3.7 0.0 32.0
9. 9 �• 1145.0 2.0 1770.0 -92.0 �� 632.
99. AG 906. 3.3 0.0 32.0
10. 10 �� 1012.0 1716.0 1352.0 -253.0 '� 1998.
170. AG 1178. 3.3 0.0 32.0
11. 11 �� 1186.0 704.0 1352.0 -253.0 �� 971.
170. AG 1090. 3.3 0.0 32.0
12. 12 �� 1364.0 -251.0 1198.0 706.0 �� 971.
350. AG 1090. 3.3 0.0 32.0
13. 13 �� 1198.0 706.0 1024.0 1718.0 � 1027.
350. AG 1178. 3.3 0.0 32.0
14. 14 �� 1035.0 1720.0 1050.0 1626.0 � 95.
171. AG 81. 3.3 0.0 32.0
15. 15 �• 1056.0 1724.0 1207.0 859.0 �� 878.
170. AG 915. 3.3 0.0 32.0
16. 16 �� 1207.0 859.0 1398.0 -245.0 �� 1120.
170. AG 656. 3.3 0.0 32.0
17. 17 �• 1410.0 -243.0 1229.0 871.0 �� 1129.
351. AG 656. 3.3 0.0 32.0
18. 18 -� 1229.0 871.0 1068.0 1726.0 '� 870.
349. AG 915. 3.3 0.0 32.0
19. 19 �� 1087.0 1620.0 1578.0 1666.0 �� 493.
Page 1

85. AG 601. 3.3 0.0 32.0
20. 20 •� 1
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21. 21 •� 1
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22 . 22 •• 1
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23. 23 •� 1
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24. 24 •� 1
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25. 25 �� 1
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26. 26 �� 1
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27. 27 �� 1
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28. 28 •� 1
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29. 29 •� 1
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30 . 30 •• 1
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31. 31 �� 1
264. AG 76. 3.7 0.0 32.0
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274. AG 76. 3.3 0.0 32.0
33. 33 ��
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34 . 34 �� 1
100. AG 483. 3.3 0.0 32.0
35. 35 �� 1
280. AG 484. 3.3 0.0 32.0
36. 36 •� 1
274. AG 484. 3.3 0.0 32.0
37. 37 •� 1
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38. 38 •• 1
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39. 39 •�
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40 . 40 •� 1
100. AG 755. 3.3 0.0 32.0
41. 41 �� 1
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42 . 42 �� 1
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43 . 43 �•
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44 . 44 •� 1
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�
PAGE 2
7og: Build old Stage 2035
2035
DATE : 7/15/14
TIME . 13:47: 5
LINK VARIABLES
--------------
LINK DESCRIPTION ��
BRG TYPE VPH EF H W
1dStage2035.out
549.0 1677.0
606.0 1655.0
111.0 1550.0
229.0 871.0
350.0 181.0
350.0 181.0
334.0 331.0
405.0 509.0
586.0 569.0
749.0 469.0
778.0 280.0
652.0 136.0
460.0 117.0
377.0 184.0
414.0 111.0
903.0 15.0
413.0 99.0
893.0 4.0
420.0 86.0
447.0 90.0
439.0 12.0
811.0 -63.0
438.0 1.0
469.0 66.0
436.0 -10.0
1084.0
1160.0
1229.0
1350.0
1404.0
1334.0
1405.0
1586.0
1749.0
1778.0
1652.0
1460.0
369.0
1414.0
1914.0
1413.0
385.0
1420.0
393.0
1439.0
1824.0
1438.0
458.0
1436.0
1798.0
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1616.0 �°
871.0 �°
181.0 �
-128.0 ��
331.0 ��
509.0 �
569.0 ��
469.0 �°
280.0 �°
136.0 �°
117.0 �
196.0 ��
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172.0 �°
86.0 �°
160 . 0 �°
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1.0 ��
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467.
448.
689.
701.
314.
151.
192.
191.
191.
191.
191.
193.
1094.
1040.
507.
497.
1031.
480.
1030.
995.
390.
378.
983.
970.
367.
Ru►v: Build old stage
LINK COORDINATES (FT) �� LENGTH
V/C QUEUE
Page 2

old5tage2035.out
�� Xl Yl X2 Y2 �� ( FT)
(DEG) (G/MI) (FT) (FT) (VEH)
------------------------�°----------------------------------------��------------------
----------------------------------------
45. 45 •• 1784.0 -83.0 1438.0 -�3.0 �° 351.
280. AG 755. 3.3 0.0 32.0
46. 46 •� 1438.0 -23.0 480.0 54.0 � 961.
275. AG 755. 3.3 0.0 32.0
47. 47 •� 265.0 411.0 445.0 511.0 �� 206.
61. AG 558. 3.3 0.0 32.0
48. 48 �� 445.0 511.0 628.0 601.0 �� 204.
64. AG 558. 3.3 0.0 32.0
49. 49 �� 628.0 601.0 812.0 665.0 � 195.
71. ,4G 558. 3.3 0.0 32.0
50. 50 �� 812.0 665.0 1015.0 708.0 �� 208.
78. ,4G 558. 3.3 0.0 32.0
51. 51 •� 1015.0 708.0 1116.0 772.0 �° 120.
58. AG 558. 3.7 0.0 32.0
52. 52 •� 1116.0 772.0 1142.0 888.0 �° 119.
13. AG 558. 3.7 0.0 32.0
53. 53 •• 1229.0 871.0 1364.0 767.0 �° 170.
128. AG 252. 3.7 0.0 32.0
54. 54 �� 1364.0 767.0 1568.0 764.0 � 204.
91. AG 252. 3.3 0.0 32.0
55. 55 •� 1568.0 764.0 1760.0 697.0 �� 203.
109. AG 252. 3.3 0.0 32.0
56. 56 �� 1760.0 697.0 1900.0 593.0 �� 174.
127. AG 252. 3.3 0.0 32.0
57. 57 �� 1900.0 593.0 2001.0 489.0 � 145.
136. AG 252. 3.3 0.0 32.0
58. 58 �� 2001.0 489.0 2128.0 338.0 �� 197.
140. AG 252. 3.3 0.0 32.0
59. 59 •� 2128.0 338.0 1916.0 560.0 �° 307.
316. AG 251. 3.3 0.0 32.0
60. 60 •� 1916.0 560.0 1752.0 687.0 �° 207.
308. AG 251. 3.3 0.0 32.0
61. 61 •• 1752.0 687.0 1562.0 753.0 �° 201.
289. AG 251. 3.3 0.0 32.0
62. 62 •� 1562.0 753.0 1358.0 755.0 � 204.
271. AG 251. 3.3 0.0 32.0
63. 63 •� 1358.0 755.0 1219.0 861.0 �� 175.
307. AG 251. 3.7 0.0 32.0
64. 64 �� 1253.0 734.0 1411.0 747.0 �� 159.
85. AG 295. 3.3 0.0 32.0
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114. AG 295. 3.3 0.0 32.0
67. 67 •� 1795.0 647.0 1983.0 472.0 �° 257.
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69. 69 •• 1111.0 1550.0 1160.0 1616.0 �° 82.
37. ,4G 567. 3.7 0.0 32.0
70. Ql-Sg-ostage at vs ' 1015.0 1620.6 976.9 1867.8 � 250.
351. AG 15. 100.0 0.0 12.0 0.90 12.7
71. Q2-SB-oStage at vs �� 1026.8 1622.7 988.7 1869.9 �� 250.
351. AG 15. 100.0 0.0 12.0 0.90 12.7
72. Q3-SB-ostage at vs ' 1038.6 1624.7 1000.5 1871.9 �� 250.
351. AG 15. 100.0 0.0 12.0 0.90 12.7
73. Q4-SB-ostage at vs �� 1050.5 1626.5 1018.0 1837.6 � 214.
351. AG 34. 100.0 0.0 12.0 1.17 10.9
Page 3

old5tage2035.out
74. Q5-WB VS RT �� 1104.4 1634.4
84. AG 21. 100.0 0.0 12.0 0.23 2.8
75. Q6-w6 vS LT �� 1105.6 1622.4
84. AG 26. 100.0 0.0 12.0 2.37 340.0
76. Q7-NB OS AT VS RT �� 1108.4 1567.7
170. AG 7. 100.0 0.0 12.0 0.51 3.8
77. Q8-NB os AT VS THRU -� 1096.6 1565.6
170. AG 20. 100.0 0.0 12.0 1.12 64.6
78. Q9-NB OS AT VS THRU �` 1084.8 1563.5
170. AG 20. 100.0 0.0 12.0 1.12 64.6
79. Q10-SB OS AT NC540 '• 1187.0 774.4
350. AG 10. 100.0 0.0 12.0 1.05 45.2
80. Q11-SB OS AT NC540 '� 1175.2 772.3
350. AG 10. 100.0 0.0 12.0 1.05 45.2
81. Q12-SB OS AT NC540 R�� 1163.4 770.2
350. AG 10. 100.0 0.0 12.0 1.05 45.2
82. Q13-w6540 TO NB OS '� 1265.7 759.2
85. AG 31. 100.0 0.0 12.0 1.13 25.4
83. Q14-WB540 TO NB OS '� 1266.8 747.3
85. AG 31. 100.0 0.0 12.0 1.13 25.4
84. Q15-w6540 TO SB OS �� 1267.8 735.3
85. AG 31. 100.0 0.0 12.0 1.33 49.3
85. Q16-NB OS THRU �• 1258.8 705.8
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86. Q17-NB OS THRU �� 1247.0 703.8
170. AG 10. 100.0 0.0 12.0 0.56 5.6
87. Q18-NB OS THRU �• 1235.2 701.7
170. AG 10. 100.0 0.0 12.0 0.56 5.6
�
2035
PAGE 3
�OB: Build Old Stage 2035
DATE : 7/15/14
TIME . 13:47: 5
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �• CYCLE
IDLE SIGNAL ARRIVAL
�� LENGTH
EM FAC TYPE RATE
�• (SEC)
(gm/hr)
G7X�
1159.1
7761.8
1121.2
1315.4
1303.6
1034.1
1022.4
1010.4
1764.5
1765.6
2235.7
1277.8
1266.0
1254.2
1640.2 �
2327.3 �
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310.9 �
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74.
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1272.
889.
889.
889.
501.
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971.
110.
110.
110.
RU►v: Build Old Stage
CLEARANCE APPROACH SATURATION
TIME LOST TIME
(SEC) (SEC)
VOL
(VPH)
FLOW RATE
(VPH)
------------------------��-----------------------------------------------------------
---------------------
70. Q1-SB-ostage at vs ' 115 48 0.0 815 1600
13.52 1 3
71. Q2-SB-ostage at vs ' 115 48 0.0 815 1600
13.52 1 3
72. Q3-5g-ostage at vs '� 115 48 0.0 815 1600
13.52 1 3
73. Q4-SB-ostage at vs �'� 115 108 0.0 81 1600
13.52 1 3
74. Q5-w6 v5 RT �� 115 67 0.0 150 1600
13.52 1 3
75. Q6-w6 v5 LT �� 115 81 0.0 1053 1600
13.52 1 3
76. Q7-NB OS AT VS RT �� 115 21 0.0 648 1600
13.52 1 3
77. Q8-NB OS AT VS THRU � 115 62 0.0 796 1600
13.52 1 3
Page 4

78. Q9-NB OS AT VS THRU ��
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79. Q10-SB OS AT NC540 '�
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80. Q11-SB OS AT NC540 '�
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81. Q12-SB OS AT NC540 R��
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82. Q13-WB540 TO NB OS ��
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85. Q16-NB OS THRU ��
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86. Q17-NB OS THRU ��
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87. Q18-NB OS THRU ��
13.52 1 3
RECEPTOR LOCATIONS
------------------
oldStage2035.out
115 62
115 32
115 32
115 32
115 97
115 97
115 97
115 32
115 32
115 32
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251
251
295
631
631
631
�� COORDINATES (FT) •�
RECEPTOR �� X Y Z ��
1. Oldstage-1 -• 946.9 1760.9 6.0 ��
2. oldstage-2 �� 969.7 1612.7 6.0 ��
3. Oldstage-3 �� 1023.9 1166.5 6.0 ��
4. oldstage-4 �� 1046.5 960.1 6.0 •�
5. O1d5tage-5 �� 947.9 792.0 6.0 ��
6. Oldstage-6 �� 1400.7 878.2 6.0 ••
7. O1d5tage-7 �� 1305.2 888.1 6.0 ��
8. oldstage-8 •� 1299.1 1214.5 6.0 �•
9. oldstage-9 �� 1264.3 1401.7 6.0 ��
10. oldstage-10 •� 1267.2 1559.1 6.0 •�
11. Oldstage-11 �� 1364.9 1728.9 6.0 ��
12. oldstage-12 •• 1229.4 1715.9 6.0 �•
13. Oldstage-13 �• 1175.6 1710.3 6.0 ��
�
PAGE 4
)og: Build old Stage 2035
2035
MODEL RESULTS
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
RUN: Build Old Stage
WIND �` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` RECl REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------`-----------------------------------------------------------------------------
0. �� 0.0 0.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
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Page 5

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Page 6
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PAGE 5
7og: Build old stage 2035 Ru►v: Build old stage
2035
WIND �` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------��-----------------------------------------------------------------------------
210. " 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0
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Page 7

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------�_-----------------------------------------------------------------------------
MAX •� 0.5 0.6 0.3 0.4 0.0 0.0 0.5 0.1 0.1 0.2 0.1 0.1
0.5
DEGR. ` 135 80 0 155 0 0 185 185 185 65 85 85
190
THE HIGHEST CONCENTRATION OF 0.60 PPM OCCURRED AT RECEPTOR REC2 .
Page 8

Exold5tage2022.out
g CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
95221 PAGE 1
JOB: No Build Old Stage 2022 RUN: No Build Old
Stage 2022
DATE : 7/15/14
TIME . 13:47: 4
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5 ZO = 108. CM
U= 1.0 M/S CLAS = 5(E) ATIM = 60. MINUTES
1000. M AMB = 0.0 PPM
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 �• 1113.0 1731.0 1212.0 1425.0 �� 322.
162. AG 1614. 3.9 0.0 32.0
2. 2 �� 1212.0 1425.0 1264.0 953.0 '� 475.
174. AG 1614. 3.9 0.0 32.0
3. 3 �� 1264.0 953.0 1339.0 464.0 �� 495.
171. AG 1614. 3.9 0.0 32.0
4. 4 �� 1339.0 464.0 1458.0 -232.0 �� 706.
170. AG 1614. 3.9 0.0 32.0
5. 5 �� 1474.0 -228.0 1358.0 462.0 � 700.
350. AG 1076. 3.9 0.0 32.0
6. 6 �� 1358.0 462.0 1273.0 987.0 � 532.
351. AG 1076. 3.9 0.0 32.0
7. 7 �• 1273.0 987.0 1219.0 1442.0 �� 458.
353. AG 1076. 3.9 0.0 32.0
8. 8 �� 1219.0 1442.0 1124.0 1732.0 �� 305.
342. AG 1076. 3.9 0.0 32.0
�
PAGE 2
JOB: NO Build Old Stage 2022
Stage 2022
DATE : 7/15/14
TIME . 13:47: 4
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �� CYCLE
IDLE SIGNAL ARRIVAL
�• LENGTH
EM FAC TYPE RATE
�� (SEC)
(gm/hr)
RED
RUN: NO Build Old
CLEARANCE APPROACH SATURATION
TIME LOST TIME
(SEC) (SEC)
VOL
(VPH)
FLOW RATE
(VPH)
------------------------'�-----------------------------------------------------------
---------------------
RECEPTOR LOCATIONS
Page 1

Exold5tage2022.out
------------------
•� COORDINATES (FT) �•
RECEPTOR �� X Y Z ��
1. Oldstage-1 �� 946.9 1760.9 6.0 ��
2. oldstage-2 •• 969.7 1612.7 6.0 •�
3. Oldstage-3 �• 1023.9 1166.5 6.0 ��
4. oldstage-4 •� 1046.5 960.1 6.0 •�
5. O1dStage-5 �� 947.9 792.0 6.0 ��
6. oldstage-6 •� 1400.7 878.2 6.0 •�
7. O1dStage-7 -• 1305.2 888.1 6.0 �•
8. oldstage-8 �� 1299.1 1214.5 6.0 ��
9. Oldstage-9 �� 1264.3 1401.7 6.0 ��
10. oldstage-10 �� 1267.2 1559.1 6.0 •�
11. O1d5tage-11 �� 1364.9 1728.9 6.0 ��
12. oldstage-12 �� 1229.4 1715.9 6.0 ••
13. O1d5tage-13 �� 1175.6 1710.3 6.0 ��
�
PAGE 3
JOB: No Build Old Stage 2022 RUN: No Build Old
Stage 2022
MODEL RESULTS
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
WIND '` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------��-----------------------------------------------------------------------------
0. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0
0.0
5. �• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
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0.0
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0.0
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Page 2

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Exoldstage2022.out
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0.0 0.0 0.2 0.6 0.2
0.0 0.0 0.2 0.4 0.2
0.0 0.0 0.2 0.4 0.3
PAGE 4
JOB: No Build Old Stage 2022
Page 3
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RUN: No Build Old

Exoldstage2022.out
Stage 2022
WIND �` CONCENTRATION
ANGLE �` (PPM)
(DEGR)�` RECl REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------`-----------------------------------------------------------------------------
210. �• 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.2 0.3 0.2 0.0 0.2
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Page 4

Exoldstage2022.out
345. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.3 0.2 0.0 0.0 0.0
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0.0
------`-----------------------------------------------------------------------------
MAX �• 0.2 0.1 0.1 0.1 0.1 0.3 0.7 0.4 0.4 0.2 0.1 0.4
0.4
DEGR. ` 120 60 15 25 40 190 180 185 190 175 190 185
170
THE HIGHEST CONCENTRATION OF 0.70 PPM OCCURRED AT RECEPTOR REC7 .
Page 5

Exold5tage2027.out
g CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
95221 PAGE 1
JOB: No BUild Old Stage 2027 RUN: No BUild Old
Stage 2027
DATE : 7/15/14
TIME . 13:47: 4
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5 ZO = 108. CM
U= 1.0 M/S CLAS = 5(E) ATIM = 60. MINUTES
1000. M AMB = 0.0 PPM
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 �• 1113.0 1731.0 1212.0 1425.0 �� 322.
162. AG 1950. 3.5 0.0 32.0
2. 2 �� 1212.0 1425.0 1264.0 953.0 '� 475.
174. AG 1950. 3.5 0.0 32.0
3. 3 �� 1264.0 953.0 1339.0 464.0 �� 495.
171. AG 1950. 3.5 0.0 32.0
4. 4 �� 1339.0 464.0 1458.0 -232.0 �� 706.
170. AG 1950. 3.5 0.0 32.0
5. 5 �� 1474.0 -228.0 1358.0 462.0 � 700.
350. AG 1300. 3.5 0.0 32.0
6. 6 �� 1358.0 462.0 1273.0 987.0 � 532.
351. AG 1300. 3.5 0.0 32.0
7. 7 �• 1273.0 987.0 1219.0 1442.0 �� 458.
353. AG 1300. 3.5 0.0 32.0
8. 8 �� 1219.0 1442.0 1124.0 1732.0 �� 305.
342. AG 1300. 3.5 0.0 32.0
�
PAGE 2
JOB: NO Build Old Stage 2027
Stage 2027
DATE : 7/15/14
TIME . 13:47: 4
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �� CYCLE
IDLE SIGNAL ARRIVAL
�• LENGTH
EM FAC TYPE RATE
�� (SEC)
(gm/hr)
RED
RUN: NO BUild Old
CLEARANCE APPROACH SATURATION
TIME LOST TIME
(SEC) (SEC)
VOL
(VPH)
FLOW RATE
(VPH)
------------------------'�-----------------------------------------------------------
---------------------
RECEPTOR LOCATIONS
Page 1

Exold5tage2027.out
------------------
•� COORDINATES (FT) �•
RECEPTOR �� X Y Z ��
1. Oldstage-1 �� 946.9 1760.9 6.0 ��
2. oldstage-2 •• 969.7 1612.7 6.0 •�
3. Oldstage-3 �• 1023.9 1166.5 6.0 ��
4. oldstage-4 •� 1046.5 960.1 6.0 •�
5. O1dStage-5 �� 947.9 792.0 6.0 ��
6. oldstage-6 •� 1400.7 878.2 6.0 •�
7. O1dStage-7 -• 1305.2 888.1 6.0 �•
8. oldstage-8 �� 1299.1 1214.5 6.0 ��
9. Oldstage-9 �� 1264.3 1401.7 6.0 ��
10. oldstage-10 �� 1267.2 1559.1 6.0 •�
11. O1d5tage-11 �� 1364.9 1728.9 6.0 ��
12. oldstage-12 �� 1229.4 1715.9 6.0 ••
13. O1d5tage-13 �� 1175.6 1710.3 6.0 ��
�
PAGE 3
JOB: No BUild Old Stage 2027 RUN: No BUild Old
Stage 2027
MODEL RESULTS
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
WIND '` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------��-----------------------------------------------------------------------------
0. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0
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Page 2

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0.0 0.0 0.0 0.3 0.0
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0.0 0.0 0.2 0.8 0.3
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0.0 0.0 0.3 0.6 0.3
0.0 0.0 0.2 0.6 0.2
0.0 0.0 0.2 0.5 0.3
0.0 0.0 0.2 0.4 0.3
PAGE 4
JOB: No BUild Old Stage 2027
Page 3
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0.4
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RUN: No BUild Old

Exoldstage2027.out
Stage 2027
WIND �` CONCENTRATION
ANGLE �` (PPM)
(DEGR)�` RECl REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------`-----------------------------------------------------------------------------
210. �• 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.3 0.3 0.2 0.0 0.2
0.3
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Page 4

Exoldstage2027.out
345. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 0.2 0.0 0.0 0.0
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0.0
355. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0
0.0
------`-----------------------------------------------------------------------------
MAX �• 0.2 0.1 0.1 0.1 0.1 0.3 0.8 0.4 0.4 0.3 0.2 0.4
0.4
DEGR. ` 115 60 15 25 35 190 180 185 180 190 195 185
165
THE HIGHEST CONCENTRATION OF 0.80 PPM OCCURRED AT RECEPTOR REC7 .
Page 5

Exold5tage2035.out
g CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated
95221 PAGE 1
JOB: No Build Old Stage 2035 RUN: No Build Old
Stage 2035
DATE : 7/15/14
TIME . 13:47: 4
The MODE flag has been set to C for calculating Co averages.
SITE & METEOROLOGICAL VARIABLES
-------------------------------
VS = 0.0 CM/S VD = 0.0 CM/5 ZO = 108. CM
U= 1.0 M/S CLAS = 5(E) ATIM = 60. MINUTES
1000. M AMB = 0.0 PPM
LINK VARIABLES
--------------
LINK DESCRIPTION •� LINK COORDINATES (FT)
BRG TYPE VPH EF H W V/C QUEUE
•• X1 Yl X2 Y2
(DEG) (G/MI) (FT) (FT) (VEH)
MIXH =
•� LENGTH
•• ( FT)
----------------------------------------
l. 1 �• 1113.0 1731.0 1212.0 1425.0 �� 322.
162. AG 2484. 3.3 0.0 32.0
2. 2 �� 1212.0 1425.0 1264.0 953.0 '� 475.
174. AG 2484. 3.3 0.0 32.0
3. 3 �� 1264.0 953.0 1339.0 464.0 �� 495.
171. AG 2484. 3.3 0.0 32.0
4. 4 �� 1339.0 464.0 1458.0 -232.0 �� 706.
170. AG 2484. 3.3 0.0 32.0
5. 5 �� 1474.0 -228.0 1358.0 462.0 � 700.
350. AG 1656. 3.3 0.0 32.0
6. 6 �� 1358.0 462.0 1273.0 987.0 � 532.
351. AG 1656. 3.3 0.0 32.0
7. 7 �• 1273.0 987.0 1219.0 1442.0 �� 458.
353. AG 1656. 3.3 0.0 32.0
8. 8 �� 1219.0 1442.0 1124.0 1732.0 �� 305.
342. AG 1656. 3.3 0.0 32.0
�
PAGE 2
JOB: NO Build Old Stage 2035
Stage 2035
DATE : 7/15/14
TIME . 13:47: 4
ADDITIONAL QUEUE LINK PARAMETERS
--------------------------------
LINK DESCRIPTION �� CYCLE
IDLE SIGNAL ARRIVAL
�• LENGTH
EM FAC TYPE RATE
�� (SEC)
(gm/hr)
RED
RUN: NO Build Old
CLEARANCE APPROACH SATURATION
TIME LOST TIME
(SEC) (SEC)
VOL
(VPH)
FLOW RATE
(VPH)
------------------------'�-----------------------------------------------------------
---------------------
RECEPTOR LOCATIONS
Page 1

Exold5tage2035.out
------------------
•� COORDINATES (FT) �•
RECEPTOR �� X Y Z ��
1. Oldstage-1 �� 946.9 1760.9 6.0 ��
2. oldstage-2 •• 969.7 1612.7 6.0 •�
3. Oldstage-3 �• 1023.9 1166.5 6.0 ��
4. oldstage-4 •� 1046.5 960.1 6.0 •�
5. O1dStage-5 �� 947.9 792.0 6.0 ��
6. oldstage-6 •� 1400.7 878.2 6.0 •�
7. O1dStage-7 -• 1305.2 888.1 6.0 �•
8. oldstage-8 �� 1299.1 1214.5 6.0 ��
9. Oldstage-9 �� 1264.3 1401.7 6.0 ��
10. oldstage-10 �� 1267.2 1559.1 6.0 •�
11. O1d5tage-11 �� 1364.9 1728.9 6.0 ��
12. oldstage-12 �� 1229.4 1715.9 6.0 ••
13. O1d5tage-13 �� 1175.6 1710.3 6.0 ��
�
PAGE 3
JOB: No Build Old Stage 2035 RUN: No Build Old
Stage 2035
MODEL RESULTS
REMARKS : In search of the angle corresponding to
the maximum concentration, only the first
angle, of the angles with same maximum
concentrations, is indicated as maximum.
WIND ANGLE RANGE: 0.-355.
WIND '` CONCENTRATION
ANGLE ` (PPM)
(DEGR)�` REC1 REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------��-----------------------------------------------------------------------------
0. •� 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0
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Page 2

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ExoldStage2035.out
0.1 0.0 0.0 0.0 0.0
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0.1 0.1 0.0 0.0 0.0
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0.2 0.1 0.0 0.0 0.0
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0.2 0.0 0.0 0.0 0.0
0.2 0.0 0.0 0.0 0.0
0.2 0.1 0.0 0.0 0.0
0.2 0.1 0.0 0.0 0.0
0.1 0.1 0.0 0.0 0.0
0.2 0.1 0.0 0.0 0.0
0.1 0.0 0.0 0.1 0.0
0.1 0.0 0.0 0.1 0.0
0.0 0.0 0.0 0.4 0.0
0.0 0.0 0.0 0.7 0.2
0.0 0.0 0.2 0.9 0.3
0.0 0.0 0.2 0.8 0.4
0.0 0.0 0.4 0.8 0.4
0.0 0.0 0.3 0.8 0.4
0.0 0.0 0.2 0.6 0.3
0.0 0.0 0.2 0.6 0.3
0.0 0.0 0.2 0.6 0.3
PAGE 4
JOB: No Build Old Stage 2035
Page 3
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0.2
RUN: No Build Old

ExoldStage2035.out
Stage 2035
WIND �` CONCENTRATION
ANGLE �` (PPM)
(DEGR)�` RECl REC2 REC3 REC4 RECS REC6 REC7 REC8 REC9 REC10 REC11 REC12
REC13
------`-----------------------------------------------------------------------------
210. �• 0.0 0.0 0.0 0.0 0.0 0.2 0.5 0.3 0.4 0.2 0.1 0.2
0.3
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Page 4

ExoldStage2035.out
345. �� 0.0 0.0 0.0 0.0 0.0 0.1 0.8 0.4 0.2 0.0 0.0 0.0
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350. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.1 0.0 0.0 0.0 0.0
0.0
355. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0
0.0
------`-----------------------------------------------------------------------------
MAX �• 0.2 0.2 0.2 0.2 0.1 0.4 0.9 0.4 0.6 0.4 0.2 0.4
0.6
DEGR. ` 110 70 135 30 30 185 175 180 180 205 190 185
175
THE HIGHEST CONCENTRATION OF 0.90 PPM OCCURRED AT RECEPTOR REC7 .
Page 5