HomeMy WebLinkAboutAttachment 14 Air Quality Report
Orange Corporate Yard
Affordable Housing
AIR QUALITY IMPACT ANALYSIS
CITY OF ORANGE
PREPARED BY:
Haseeb Qureshi
hqureshi@urbanxroads.com
(949) 336-5987
Alyssa Tamase
atamase@urbanxroads.com
(949) 336-5988
MARCH 26, 2020
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TABLE OF CONTENTS
TABLE OF CONTENTS ............................................................................................................................. I
APPENDICES ......................................................................................................................................... II
LIST OF EXHIBITS .................................................................................................................................. II
LIST OF TABLES .................................................................................................................................... II
LIST OF ABBREVIATED TERMS ............................................................................................................. III
EXECUTIVE SUMMARY ......................................................................................................................... 1
ES.1 Summary of Findings ..................................................................................................................... 1
ES.2 Standard Regulatory Requirements .............................................................................................. 1
ES.3 Construction and Operational-Source Mitigation ........................................................................ 2
1 INTRODUCTION ........................................................................................................................... 4
1.1 Site Location .................................................................................................................................. 4
1.2 Project Description ........................................................................................................................ 4
2 AIR QUALITY SETTING ................................................................................................................. 8
2.1 South Coast Air Basin .................................................................................................................... 8
2.2 Regional Climate ........................................................................................................................... 8
2.3 Wind Patterns and Project Location ............................................................................................. 9
2.4 Criteria Pollutants ....................................................................................................................... 10
2.5 Existing Air Quality ...................................................................................................................... 17
2.6 Regional Air Quality .................................................................................................................... 20
2.7 Local Air Quality .......................................................................................................................... 20
2.8 Regulatory Background ............................................................................................................... 21
3 PROJECT AIR QUALITY IMPACT .................................................................................................. 27
3.1 Introduction ................................................................................................................................ 27
3.2 Standards of Significance ............................................................................................................ 27
3.3 California Emissions Estimator Model (CalEEMod) Employed To Analyze Air Quality ............... 28
3.4 Construction Emissions ............................................................................................................... 28
3.5 Operational Emissions ................................................................................................................ 31
3.6 Localized Significance .................................................................................................................. 33
3.7 Construction-Source Emissions LST Analysis .............................................................................. 37
3.8 Operational-Source Emissions LST Analysis ................................................................................ 39
3.9 CO “Hot Spot” Analysis ............................................................................................................... 39
3.10 Air Quality Management Planning .............................................................................................. 41
3.11 Potential Impacts to Sensitive Receptors ................................................................................... 43
3.12 Odors ........................................................................................................................................... 45
3.13 Cumulative Impacts .................................................................................................................... 45
4 REFERENCES .............................................................................................................................. 48
5 CERTIFICATIONS ........................................................................................................................ 52
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APPENDICES
APPENDIX 2.1: STATE/FEDERAL ATTAINMENT STATUS OF CRITERIA POLLUTANTS
APPENDIX 3.1: CALEEMOD EMISSIONS MODEL OUTPUTS
APPENDIX 3.2: EMFAC2017 OUTPUTS
APPENDIX 3.3: SCAQMD BRIEF
LIST OF EXHIBITS
EXHIBIT 1-A: LOCATION MAP ............................................................................................................... 5
EXHIBIT 1-B: SITE PLAN ........................................................................................................................ 6
EXHIBIT 3-A: SENSITIVE RECEPTOR LOCATIONS ................................................................................. 38
LIST OF TABLES
TABLE ES-1: SUMMARY OF CEQA SIGNIFICANCE FINDINGS .................................................................. 1
TABLE 2-1: CRITERIA POLLUTANTS ..................................................................................................... 10
TABLE 2-2: AMBIENT AIR QUALITY STANDARDS (1 OF 2) .................................................................... 18
TABLE 2-2: AMBIENT AIR QUALITY STANDARDS (2 OF 2) .................................................................... 19
TABLE 2-3: ATTAINMENT STATUS OF CRITERIA POLLUTANTS IN THE SCAB ......................................... 20
TABLE 2-4: PROJECT AREA AIR QUALITY MONITORING SUMMARY 2016-2018 .................................... 21
TABLE 3-1: MAXIMUM DAILY REGIONAL EMISSIONS THRESHOLDS ..................................................... 27
TABLE 3-2: CONSTRUCTION DURATION .............................................................................................. 29
TABLE 3-3: CONSTRUCTION EQUIPMENT ASSUMPTIONS .................................................................... 30
TABLE 3-4: OVERALL CONSTRUCTION EMISSIONS SUMMARY ............................................................. 31
TABLE 3-5: SUMMARY OF PEAK OPERATIONAL EMISSIONS ................................................................ 33
TABLE 3-6: MAXIMUM DAILY DISTURBED-ACREAGE ........................................................................... 35
TABLE 3-7: MAXIMUM DAILY LOCALIZED EMISSIONS THRESHOLDS .................................................... 37
TABLE 3-8: LOCALIZED CONSTRUCTION EMISSIONS SUMMARY .......................................................... 39
TABLE 3-9: CO MODEL RESULTS .......................................................................................................... 40
TABLE 3-10: TRAFFIC VOLUMES .......................................................................................................... 41
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LIST OF ABBREVIATED TERMS
% Percent
°F Degrees Fahrenheit
(1) Reference
µg/m3 Microgram per Cubic Meter
1992 CO Plan 1992 Federal Attainment Plan for Carbon Monoxide
1993 CEQA Handbook SCAQMD’s CEQA Air Quality Handbook (1993)
2003 AQMP SCAQMD’s 2003 Air Quality Management Plan
2016 AQMP SCAQMD’s Final 2019 Air Quality Management Plan
2016-2040 RTP/SCS 2016-2040 Regional Transportation Plan/Sustainable
Communities Strategy
AB 2595 California Clean Air Act
AQIA Air Quality Impact Analysis
AQMD Air Quality Management District
AQMP Air Quality Management Plan
BAAQMD Bay Area Air Quality Management District
Brief Brief of Amicus Curiae by the SCAQMD in the Friant Ranch
Case
C2H3Cl Vinyl Chloride
CAA Federal Clean Air Act
CAAQS California Ambient Air Quality Standards
CalEEMod California Emissions Estimator Model
CalEPA California Environmental Protection Agency
CALGreen CCR, Title 24, Part 11: California Green Building Standards
Code
Caltrans California Department of Transportation
CAPCOA California Air Pollution Control Officers Association
CARB California Air Resources Board
CCR California Code of Regulations
CEC California Energy Commission
CEQA California Environmental Quality Act
CEQA Guidelines 2019 CEQA Statute and Guidelines
City City of Orange
CO Carbon Monoxide
COHb Carboxyhemoglobin
CY Cubic Yards
DU Dwelling Unit
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EIR Environmental Impact Reports
EMFAC EMissions FACtor Model
EPA Environmental Protection Agency
FHWA Federal Highway Administration
FTA Federal Transit Administration
g/L Grams per Liter
gal/day Gallons Per Day
GC General Commercial
GHG Greenhouse Gas
H2S Hydrogen Sulfide
HI Hazard Index
lbs/day Pounds Per Day
LST Localized Significance Threshold
LST METHODOLOGY Final Localized Significance Threshold Methodology
MDR Medium Density Residential
MICR Maximum Individual Cancer Risk
mph Miles Per Hour
MWELO Model Water Efficient Landscape Ordinance
N2 Nitrogen
N2O Nitrous Oxide
NAAQS National Ambient Air Quality Standards
NO Nitric Oxide
NO2 Nitrogen Dioxide
NOX Nitrogen Oxides
O2 Oxygen
O3 Ozone
Pb Lead
PM10 Particulate Matter 10 microns in diameter or less
PM2.5 Particulate Matter 2.5 microns in diameter or less
ppm Parts Per Million
Project Orange Corporate Yard Affordable Housing
RECLAIM Regional Clean Air Incentives Market
ROG Reactive Organic Gases
Rule 402 Nuisance
Rule 403 Fugitive Dust
Rule 445 Wood Burning Devices
Rule 1113 Architectural Coating
SCAB South Coast Air Basin
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SCAG Southern California Association of Governments
SCAQMD South Coast Air Quality Management District
sf Square Feet
SIP State Implementation Plans
SO2 Sulfur Dioxide
SO4 Sulfates
SOX Sulfur Oxides
SRA Source Receptor Area
TAC Toxic Air Contaminants
Title 24 CCR Title 24 Part 6: California’s Energy Efficiency Standards
for Residential and Nonresidential Buildings
TITLE I Non-Attainment Provisions
TITLE II Mobile Sources Provisions
VOC Volatile Organic Compounds
VPH Vehicles Per Hour
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EXECUTIVE SUMMARY
ES.1 SUMMARY OF FINDINGS
The results of this Orange Corporate Yard Affordable Housing Air Quality Impact Analysis (AQIA)
are summarized below based on the significance criteria in Section 3 of this report consistent
with Appendix G of the California Environmental Quality Act (CEQA) Guidelines (CEQA Guidelines)
(1). Table ES-1 shows the findings of significance for each potential air quality impact under CEQA
before and after any required mitigation measures (MM) described below.
TABLE ES-1: SUMMARY OF CEQA SIGNIFICANCE FINDINGS
Analysis Report
Section
Significance Findings
Unmitigated Mitigated
Regional Construction Emissions 3.4 Less Than Significant n/a
Localized Construction Emissions 3.7 Less Than Significant n/a
Regional Operational Emissions 3.5 Less Than Significant n/a
Localized Operational Emissions 3.8 Less Than Significant n/a
CO “Hot Spot” Analysis 3.9 Less Than Significant n/a
Air Quality Management Plan 3.10 Less Than Significant n/a
Sensitive Receptors 3.11 Less Than Significant n/a
Odors 3.12 Less Than Significant n/a
Cumulative Impacts 3.13 Less Than Significant n/a
ES.2 STANDARD REGULATORY REQUIREMENTS
Measures listed below (or equivalent language) shall appear on all Project grading plans,
construction specifications and bid documents, and the City shall ensure such language is
incorporated prior to issuance of any development permits. South Coast Air Quality Management
District (SCAQMD) Rules that are currently applicable during construction and operational
activity for this Project include but are not limited to Rule 403 (Fugitive Dust), Rule 445 (Wood
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Burning Devices), and Rule 1113 (Architectural Coatings) (2) (3) (4). As such, credit for Rule 403,
Rule 1113, and Rule 445 have been taken.
SCAQMD RULE 403
Rule 403 is intended to reduce the amount of particulate matter entrained in the ambient air as
a result of anthropogenic (human-made) fugitive dust sources by requiring actions to prevent,
reduce, or mitigate fugitive dust emissions. Rule 403 applies to any activity or human-made
condition capable of generating fugitive dust, and requires best available control measures to be
applied to earth moving and grading activities (2).
SCAQMD RULE 445
Rule 445 is intended to reduce the emission of particulate matter from wood-burning devices (3).
The Project is required to comply with SCAQMD Rule 445, which prohibits the use of wood
burning stoves and fireplaces in new development (3).
SCAQMD RULE 1113
Rule 1113 serves to limit the Volatile Orange Compounds (VOC) content of architectural coatings
used on projects in the SCAQMD. Any person who supplies, sells, offers for sale, or manufactures
any architectural coating for use on projects in the SCAQMD must comply with the current VOC
standards set in this rule (4).
ES.3 CONSTRUCTION AND OPERATIONAL-SOURCE MITIGATION
The Project would not exceed any thresholds of significance for construction or operational-
source emissions. As such, a less than significant impact would occur for Project-related
construction or operational-source emissions and no mitigation would be required.
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1 INTRODUCTION
This report presents the results of the AQIA prepared by Urban Crossroads, Inc., for the proposed
Orange Corporate Yard Affordable Housing (Project). The purpose of this AQIA is to evaluate the
potential impacts to air quality associated with construction and operation of the proposed
Project and recommend measures to mitigate impacts considered potentially significant in
comparison to thresholds established by the SCAQMD.
1.1 SITE LOCATION
The proposed Orange Corporate Yard Affordable Housing site is located north of Struck Avenue
and east of Batavia Street in the City of Orange, as shown on Exhibit 1-A. The Project site is located
adjacent to the Metrolink Inland Empire-Orange County Line. Existing uses that surround the
Project site include commercial retail centers to the north, the Department of Public Works to
the west, and a nursey to the south. The City of Orange General Plan designates the Project site
for General Commercial (GC) uses. The GC designation allows for a wide range of retail and
service commercial uses and professional offices. Regional shopping centers, mid-rise office
projects, corridor shopping districts, and neighborhood corner stores are permitted uses (5).
1.2 PROJECT DESCRIPTION
The proposed Project is anticipated to include the development of up to 62 multi-family
affordable housing residential dwelling units (DU) as shown on Exhibit 1-B. As the land uses
proposed by the Project are not consistent with the General Plan land use designation, the
Project would require a Development Code Amendment from GC to Medium Density Residential
(MDR) (i.e., Zone Change).
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EXHIBIT 1-A: LOCATION MAP
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EXHIBIT 1-B: SITE PLAN
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2 AIR QUALITY SETTING
This section provides an overview of the existing air quality conditions in the Project area and
region.
2.1 SOUTH COAST AIR BASIN
The Project site is located in the South Coast Air Basin (SCAB) within the jurisdiction of SCAQMD
(6). The SCAQMD was created by the 1977 Lewis-Presley Air Quality Management Act, which
merged four county air pollution control bodies into one regional district. Under the Act, the
SCAQMD is responsible for bringing air quality in areas under its jurisdiction into conformity with
federal and state air quality standards. As previously stated, the Project site is located within the
SCAB, a 6,745-square mile subregion of the SCAQMD, which includes portions of Los Angeles,
Riverside, and San Bernardino Counties, and all of Orange County.
The SCAB is bounded by the Pacific Ocean to the west and the San Gabriel, San Bernardino, and
San Jacinto Mountains to the north and east. The Los Angeles County portion of the Mojave
Desert Air Basin is bounded by the San Gabriel Mountains to the south and west, the Los Angeles
/ Kern County border to the north, and the Los Angeles / San Bernardino County border to the
east. The Riverside County portion of the Salton Sea Air Basin is bounded by the San Jacinto
Mountains in the west and spans eastward up to the Palo Verde Valley.
2.2 REGIONAL CLIMATE
The regional climate has a substantial influence on air quality in the SCAB. In addition, the
temperature, wind, humidity, precipitation, and amount of sunshine influence the air quality.
The annual average temperatures throughout the SCAB vary from the low to middle 60s degrees
Fahrenheit (°F). Due to a decreased marine influence, the eastern portion of the SCAB shows
greater variability in average annual minimum and maximum temperatures. January is the
coldest month throughout the SCAB, with average minimum temperatures of 47°F in downtown
Los Angeles and 36°F in San Bernardino. All portions of the SCAB have recorded maximum
temperatures above 100°F.
Although the climate of the SCAB can be characterized as semi-arid, the air near the land surface
is quite moist on most days because of the presence of a marine layer. This shallow layer of sea
air is an important modifier of SCAB climate. Humidity restricts visibility in the SCAB, and the
conversion of sulfur dioxide (SO2) to sulfates (SO4) is heightened in air with high relative humidity.
The marine layer provides an environment for that conversion process, especially during the
spring and summer months. The annual average relative humidity within the SCAB is 71 percent
(%) along the coast and 59% inland. Since the ocean effect is dominant, periods of heavy early
morning fog are frequent and low stratus clouds are a characteristic feature. These effects
decrease with distance from the coast.
More than 90% of the SCAB’s rainfall occurs from November through April. The annual average
rainfall varies from approximately nine inches in Riverside to fourteen inches in downtown Los
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Angeles. Monthly and yearly rainfall totals are extremely variable. Summer rainfall usually
consists of widely scattered thunderstorms near the coast and slightly heavier shower activity in
the eastern portion of the SCAB with frequency being higher near the coast.
Due to its generally clear weather, about three-quarters of available sunshine is received in the
SCAB. The remaining one-quarter is absorbed by clouds. The ultraviolet portion of this abundant
radiation is a key factor in photochemical reactions. On the shortest day of the year there are
approximately 10 hours of possible sunshine, and on the longest day of the year there are
approximately 14½ hours of possible sunshine.
The importance of wind to air pollution is considerable. The direction and speed of the wind
determines the horizontal dispersion and transport of the air pollutants. During the late autumn
to early spring rainy season, the SCAB is subjected to wind flows associated with the traveling
storms moving through the region from the northwest. This period also brings five to ten periods
of strong, dry offshore winds, locally termed “Santa Anas” each year. During the dry season,
which coincides with the months of maximum photochemical smog concentrations, the wind
flow is bimodal, typified by a daytime onshore sea breeze and a nighttime offshore drainage
wind. Summer wind flows are created by the pressure differences between the relatively cold
ocean and the unevenly heated and cooled land surfaces that modify the general northwesterly
wind circulation over southern California. Nighttime drainage begins with the radiational cooling
of the mountain slopes. Heavy, cool air descends the slopes and flows through the mountain
passes and canyons as it follows the lowering terrain toward the ocean. Another characteristic
wind regime in the SCAB is the “Catalina Eddy,” a low level cyclonic (counterclockwise) flow
centered over Santa Catalina Island which results in an offshore flow to the southwest. On most
spring and summer days, some indication of an eddy is apparent in coastal sections.
In the SCAB, there are two distinct temperature inversion structures that control vertical mixing
of air pollution. During the summer, warm high-pressure descending (subsiding) air is undercut
by a shallow layer of cool marine air. The boundary between these two layers of air is a persistent
marine subsidence/inversion. This boundary prevents vertical mixing which effectively acts as an
impervious lid to pollutants over the entire SCAB. The mixing height for the inversion structure
is normally situated 1,000 to 1,500 feet above mean sea level.
A second inversion-type forms in conjunction with the drainage of cool air off the surrounding
mountains at night followed by the seaward drift of this pool of cool air. The top of this layer
forms a sharp boundary with the warmer air aloft and creates nocturnal radiation inversions.
These inversions occur primarily in the winter, when nights are longer and onshore flow is
weakest. They are typically only a few hundred feet above mean sea level. These inversions
effectively trap pollutants, such as nitrogen oxides (NOX) and carbon monoxide (CO) from
vehicles, as the pool of cool air drifts seaward. Winter is therefore a period of high levels of
primary pollutants along the coastline.
2.3 WIND PATTERNS AND PROJECT LOCATION
The distinctive climate of the Project area and the SCAB is determined by its terrain and
geographical location. The SCAB is located in a coastal plain with connecting broad valleys and
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low hills, bounded by the Pacific Ocean in the southwest quadrant with high mountains forming
the remainder of the perimeter.
Wind patterns across the south coastal region are characterized by westerly and southwesterly
onshore winds during the day and easterly or northeasterly breezes at night. Winds are
characteristically light although the speed is somewhat greater during the dry summer months
than during the rainy winter season.
2.4 CRITERIA POLLUTANTS
Criteria pollutants are pollutants that are regulated through the development of human health
based and/or environmentally based criteria for setting permissible levels. Criteria pollutants,
their typical sources, and health effects are identified below (7):
TABLE 2-1: CRITERIA POLLUTANTS
Criteria Pollutant Description Sources Health Effects
CO CO is a colorless, odorless gas
produced by the incomplete
combustion of carbon-containing
fuels, such as gasoline or wood.
CO concentrations tend to be the
highest during the winter
morning, when little to no wind
and surface-based inversions trap
the pollutant at ground levels.
Because CO is emitted directly
from internal combustion
engines, unlike ozone (O3), motor
vehicles operating at slow speeds
are the primary source of CO in
the SCAB. The highest ambient
CO concentrations are generally
found near congested
transportation corridors and
intersections.
Any source that
burns fuel such as
automobiles, trucks,
heavy construction
equipment, farming
equipment and
residential heating.
Individuals with a deficient
blood supply to the heart are
the most susceptible to the
adverse effects of CO
exposure. The effects
observed include earlier
onset of chest pain with
exercise, and
electrocardiograph changes
indicative of decreased
oxygen (O2) supply to the
heart. Inhaled CO has no
direct toxic effect on the
lungs but exerts its effect on
tissues by interfering with O2
transport and competing with
O2 to combine with
hemoglobin present in the
blood to form
carboxyhemoglobin (COHb).
Hence, conditions with an
increased demand for O2
supply can be adversely
affected by exposure to CO.
Individuals most at risk
include fetuses, patients with
diseases involving heart and
blood vessels, and patients
with chronic hypoxemia (O2
deficiency) as seen at high
altitudes.
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Criteria Pollutant Description Sources Health Effects
SO2 SO2 is a colorless, extremely
irritating gas or liquid. It enters
the atmosphere as a pollutant
mainly as a result of burning high
sulfur-content fuel oils and coal
and from chemical processes
occurring at chemical plants and
refineries. When SO2 oxidizes in
the atmosphere, it forms SO4.
Collectively, these pollutants are
referred to as sulfur oxides (SOX).
Coal or oil burning
power plants and
industries,
refineries, diesel
engines
A few minutes of exposure to
low levels of SO2 can result in
airway constriction in some
asthmatics, all of whom are
sensitive to its effects. In
asthmatics, increase in
resistance to air flow, as well
as reduction in breathing
capacity leading to severe
breathing difficulties, are
observed after acute
exposure to SO2. In contrast,
healthy individuals do not
exhibit similar acute
responses even after
exposure to higher
concentrations of SO2.
Animal studies suggest that
despite SO2 being a
respiratory irritant, it does
not cause substantial lung
injury at ambient
concentrations. However,
very high levels of exposure
can cause lung edema (fluid
accumulation), lung tissue
damage, and sloughing off of
cells lining the respiratory
tract.
Some population-based
studies indicate that the
mortality and morbidity
effects associated with fine
particles show a similar
association with ambient SO2
levels. In these studies,
efforts to separate the effects
of SO2 from those of fine
particles have not been
successful. It is not clear
whether the two pollutants
act synergistically, or one
pollutant alone is the
predominant factor.
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Criteria Pollutant Description Sources Health Effects
NOX NOX consist of nitric oxide (NO),
nitrogen dioxide (NO2) and
nitrous oxide (N2O) and are
formed when nitrogen (N2)
combines with O2. Their lifespan
in the atmosphere ranges from
one to seven days for nitric oxide
and nitrogen dioxide, to 170
years for nitrous oxide. NOX is
typically created during
combustion processes and are
major contributors to smog
formation and acid deposition.
NO2 is a criteria air pollutant and
may result in numerous adverse
health effects; it absorbs blue
light, resulting in a brownish-red
cast to the atmosphere and
reduced visibility. Of the seven
types of nitrogen oxide
compounds, NO2 is the most
abundant in the atmosphere. As
ambient concentrations of NO2
are related to traffic density,
commuters in heavy traffic may
be exposed to higher
concentrations of NO2 than those
indicated by regional monitoring
station.
Any source that
burns fuel such as
automobiles, trucks,
heavy construction
equipment, farming
equipment and
residential heating.
Population-based studies
suggest that an increase in
acute respiratory illness,
including infections and
respiratory symptoms in
children (not infants), is
associated with long-term
exposure to NO2 at levels
found in homes with gas
stoves, which are higher than
ambient levels found in
Southern California. Increase
in resistance to air flow and
airway contraction is
observed after short-term
exposure to NO2 in healthy
subjects. Larger decreases in
lung functions are observed
in individuals with asthma or
chronic obstructive
pulmonary disease (e.g.,
chronic bronchitis,
emphysema) than in healthy
individuals, indicating a
greater susceptibility of these
sub-groups.
In animals, exposure to levels
of NO2 considerably higher
than ambient concentrations
result in increased
susceptibility to infections,
possibly due to the observed
changes in cells involved in
maintaining immune
functions. The severity of
lung tissue damage
associated with high levels of
O3 exposure increases when
animals are exposed to a
combination of O3 and NO2.
O3 O3 is a highly reactive and
unstable gas that is formed when
VOCs and NOX, both byproducts
of internal combustion engine
exhaust, undergo slow
photochemical reactions in the
presence of sunlight. O3
concentrations are generally
highest during the summer
Formed when
reactive organic
gases (ROG)
and NOX
react in the
presence of
sunlight. ROG
sources
include any source
Individuals exercising
outdoors, children, and
people with preexisting lung
disease, such as asthma and
chronic pulmonary lung
disease, are considered to be
the most susceptible sub-
groups for O3 effects. Short-
term exposure (lasting for a
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Criteria Pollutant Description Sources Health Effects
months when direct sunlight,
light wind, and warm
temperature conditions are
favorable to the formation of this
pollutant.
that burns fuels,
(e.g., gasoline,
natural gas, wood,
oil) solvents,
petroleum
processing and
storage and
pesticides.
few hours) to O3 at levels
typically observed in
Southern California can result
in breathing pattern changes,
reduction of breathing
capacity, increased
susceptibility to infections,
inflammation of the lung
tissue, and some
immunological changes.
Elevated O3 levels are
associated with increased
school absences. In recent
years, a correlation between
elevated ambient O3 levels
and increases in daily hospital
admission rates, as well as
mortality, has also been
reported. An increased risk
for asthma has been found in
children who participate in
multiple outdoor sports and
live in communities with high
O3 levels.
O3 exposure under exercising
conditions is known to
increase the severity of the
responses described above.
Animal studies suggest that
exposure to a combination of
pollutants that includes O3
may be more toxic than
exposure to O3 alone.
Although lung volume and
resistance changes observed
after a single exposure
diminish with repeated
exposures, biochemical and
cellular changes appear to
persist, which can lead to
subsequent lung structural
changes.
Particulate Matter PM10: A major air pollutant
consisting of tiny solid or liquid
particles of soot, dust, smoke,
fumes, and aerosols. Particulate
matter pollution is a major cause
of reduce visibility (haze) which is
caused by the scattering of light
Sources of PM10
include road dust,
windblown dust and
construction. Also
formed from other
pollutants (acid
rain, NOX, SOX,
A consistent correlation
between elevated ambient
fine particulate matter (PM10
and PM2.5) levels and an
increase in mortality rates,
respiratory infections,
number and severity of
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Criteria Pollutant Description Sources Health Effects
and consequently the significant
reduction air clarity. The size of
the particles (10 microns or
smaller, about 0.0004 inches or
less) allows them to easily enter
the lungs where they may be
deposited, resulting in adverse
health effects. Additionally, it
should be noted that PM10 is
considered a criteria air
pollutant.
PM2.5: A similar air pollutant to
PM10 consisting of tiny solid or
liquid particles which are 2.5
microns or smaller (which is often
referred to as fine particles).
These particles are formed in the
atmosphere from primary
gaseous emissions that include
SO4 formed from SO2 release
from power plants and industrial
facilities and nitrates that are
formed from NOX release from
power plants, automobiles and
other types of combustion
sources. The chemical
composition of fine particles
highly depends on location, time
of year, and weather conditions.
PM2.5 is a criteria air pollutant.
organics).
Incomplete
combustion of any
fuel.
PM2.5 comes from
fuel combustion in
motor vehicles,
equipment and
industrial sources,
residential and
agricultural
burning. Also
formed from
reaction of other
pollutants (acid
rain, NOX, SOX,
organics).
asthma attacks and the
number of hospital
admissions has been
observed in different parts of
the United States and various
areas around the world. In
recent years, some studies
have reported an association
between long-term exposure
to air pollution dominated by
fine particles and increased
mortality, reduction in
lifespan, and an increased
mortality from lung cancer.
Daily fluctuations in PM2.5
concentration levels have
also been related to hospital
admissions for acute
respiratory conditions in
children, to school and
kindergarten absences, to a
decrease in respiratory lung
volumes in normal children,
and to increased medication
use in children and adults
with asthma. Recent studies
show lung function growth in
children is reduced with long
term exposure to particulate
matter.
The elderly, people with pre-
existing respiratory or
cardiovascular disease, and
children appear to be more
susceptible to the effects of
high levels of PM10 and PM2.5.
VOC VOCs are hydrocarbon
compounds (any compound
containing various combinations
of hydrogen and carbon atoms)
that exist in the ambient air.
VOCs contribute to the formation
of smog through atmospheric
photochemical reactions and/or
may be toxic. Compounds of
carbon (also known as organic
compounds) have different levels
of reactivity; that is, they do not
react at the same speed or do not
Organic chemicals
are widely used as
ingredients in
household
products. Paints,
varnishes and wax
all contain organic
solvents, as do
many cleaning,
disinfecting,
cosmetic,
degreasing and
hobby products.
Breathing VOCs can irritate
the eyes, nose and throat,
can cause difficulty breathing
and nausea, and can damage
the central nervous system as
well as other organs. Some
VOCs can cause cancer. Not
all VOCs have all these health
effects, though many have
several.
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Criteria Pollutant Description Sources Health Effects
form O3 to the same extent when
exposed to photochemical
processes. VOCs often have an
odor, and some examples include
gasoline, alcohol, and the
solvents used in paints.
Exceptions to the VOC
designation include CO, carbon
dioxide, carbonic acid, metallic
carbides or carbonates, and
ammonium carbonate. VOCs are
a criteria pollutant since they are
a precursor to O3, which is a
criteria pollutant. The terms VOC
and ROG (see below)
interchangeably.
Fuels are made up
of organic
chemicals. All of
these products can
release organic
compounds while
you are using them,
and, to some
degree, when they
are stored.
ROG Similar to VOC, ROGs are also
precursors in forming O3 and
consist of compounds containing
methane, ethane, propane,
butane, and longer chain
hydrocarbons, which are typically
the result of some type of
combustion/decomposition
process. Smog is formed when
ROG and NOX react in the
presence of sunlight. ROGs are a
criteria pollutant since they are a
precursor to O3, which is a
criteria pollutant. The terms ROG
and VOC (see previous)
interchangeably.
Sources similar to
VOCs.
Health effects similar to
VOCs.
Lead (Pb) Pb is a heavy metal that is highly
persistent in the environment
and is considered a criteria
pollutant. In the past, the primary
source of Pb in the air was
emissions from vehicles burning
leaded gasoline. The major
sources of Pb emissions are ore
and metals processing,
particularly Pb smelters, and
piston-engine aircraft operating
on leaded aviation gasoline.
Other stationary sources include
waste incinerators, utilities, and
lead-acid battery manufacturers.
It should be noted that the
Project does not include
Metal smelters,
resource recovery,
leaded gasoline,
deterioration of Pb
paint.
Fetuses, infants, and children
are more sensitive than
others to the adverse effects
of Pb exposure. Exposure to
low levels of Pb can adversely
affect the development and
function of the central
nervous system, leading to
learning disorders,
distractibility, inability to
follow simple commands, and
lower intelligence quotient. In
adults, increased Pb levels are
associated with increased
blood pressure.
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Criteria Pollutant Description Sources Health Effects
operational activities such as
metal processing or Pb acid
battery manufacturing. As such,
the Project is not anticipated to
generate a quantifiable amount
of Pb emissions.
Pb poisoning can cause
anemia, lethargy, seizures,
and death; although it
appears that there are no
direct effects of Pb on the
respiratory system. Pb can be
stored in the bone from early
age environmental exposure,
and elevated blood Pb levels
can occur due to breakdown
of bone tissue during
pregnancy, hyperthyroidism
(increased secretion of
hormones from the thyroid
gland) and osteoporosis
(breakdown of bony tissue).
Fetuses and breast-fed babies
can be exposed to higher
levels of Pb because of
previous environmental Pb
exposure of their mothers.
Odor Odor means the perception
experienced by a person when
one or more chemical substances
in the air come into contact with
the human olfactory nerves (8).
Odors can come
from many sources
including animals,
human activities,
industry, natures,
and vehicles.
Offensive odors can
potentially affect human
health in several ways. First,
odorant compounds can
irritate the eye, nose, and
throat, which can reduce
respiratory volume. Second,
studies have shown that the
VOCs that cause odors can
stimulate sensory nerves to
cause neurochemical changes
that might influence health,
for instance, by
compromising the immune
system. Finally, unpleasant
odors can trigger memories
or attitudes linked to
unpleasant odors, causing
cognitive and emotional
effects such as stress.
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2.5 EXISTING AIR QUALITY
Existing air quality is measured at established SCAQMD air quality monitoring stations. Monitored
air quality is evaluated in the context of ambient air quality standards. These standards are the
levels of air quality that are considered safe, with an adequate margin of safety, to protect the
public health and welfare. National Ambient Air Quality Standards (NAAQS) and California
Ambient Air Quality Standards (CAAQS) currently in effect are shown in Table 2-2 (9).
The determination of whether a region’s air quality is healthful or unhealthful is determined by
comparing contaminant levels in ambient air samples to the state and federal standards. At the
time of this AQIA, the most recent state and federal standards were updated by California Air
Resources Board (CARB) on May ,4 2016 and are presented in Table 2-2. The air quality in a
region is considered to be in attainment by the state if the measured ambient air pollutant levels
for O3, CO (except 8-hour Lake Tahoe), SO2 (1 and 24 hour), NO2, PM10, and PM2.5 are not to be
exceeded. All others are not to be equaled or exceeded. It should be noted that the three-year
period is presented for informational purposes and is not the basis for how the State assigns
attainment status. Attainment status for a pollutant means that the SCAQMD meets the
standards set by the Environmental Protection Agency (EPA) or the California EPA (CalEPA).
Conversely, nonattainment means that an area has monitored air quality that does not meet the
NAAQS or CAAQS standards. In order to improve air quality in nonattainment areas, a State
Implementation Plan (SIP) is drafted by CARB. The SIP outlines the measures that the state will
take to improve air quality. Once nonattainment areas meet the standards and additional
redesignation requirements, the EPA will designate the area as a maintenance area (10).
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TABLE 2-2: AMBIENT AIR QUALITY STANDARDS (1 OF 2)
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TABLE 2-2: AMBIENT AIR QUALITY STANDARDS (2 OF 2)
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2.6 REGIONAL AIR QUALITY
Air pollution contributes to a wide variety of adverse health effects. The EPA has established
NAAQS for six of the most common air pollutants: CO, Pb, O3, particulate matter (PM10 and PM2.5),
NO2, and SO2 which are known as criteria pollutants. The SCAQMD monitors levels of various
criteria pollutants at 37 permanent monitoring stations and 5 single-pollutant source Pb air
monitoring sites throughout the air district (11). On February 21, 2019, CARB posted the 2018
amendments to the state and national area designations. See Table 2-3 for attainment
designations for the SCAB (12). Appendix 2.1 provides geographic representation of the state and
federal attainment status for applicable criteria pollutants within the SCAB.
TABLE 2-3: ATTAINMENT STATUS OF CRITERIA POLLUTANTS IN THE SCAB
Criteria Pollutant State Designation Federal Designation
O3 – 1-hour standard Nonattainment --
O3 – 8-hour standard Nonattainment Nonattainment
PM10 Nonattainment Attainment
PM2.5 Nonattainment Nonattainment
CO Attainment Unclassifiable/Attainment
NO2 Attainment Unclassifiable/Attainment
SO2 Unclassifiable/Attainment Unclassifiable/Attainment
Pb1 Attainment Unclassifiable/Attainment
Note: See Appendix 2.1 for a detailed map of State/National Area Designations within the SCAB
“-“ = The national 1-hour O3 standard was revoked effective June 15, 2005.
2.7 LOCAL AIR QUALITY
The Project site is located within the Source Receptor Area (SRA) 17. Within SRA 17, the SCAQMD
Central Orange County monitoring station, located 4.85 miles west of the Project site, is the
nearest long-term air quality monitoring station for O3, CO, NO2, PM10, and PM2.5.
The most recent three (3) years of data available is shown on Table 2-4 and identifies the number
of days ambient air quality standards were exceeded for the study area, which is considered to
be representative of the local air quality at the Project site. Data for O3, CO, NO2, PM10, and PM2.5
for 2016 through 2018 was obtained from the SCAQMD Air Quality Data Tables (13). Additionally,
data for SO2 has been omitted as attainment is regularly met in the SCAB and few monitoring
stations measure SO2 concentrations.
1 The Federal nonattainment designation for lead is only applicable towards the Los Angeles County portion of the SCAB.
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TABLE 2-4: PROJECT AREA AIR QUALITY MONITORING SUMMARY 2016-2018
POLLUTANT STANDARD YEAR
2016 2017 2018
O3
Maximum Federal 1-Hour Concentration (ppm) 0.103 0.090 0.112
Maximum Federal 8-Hour Concentration (ppm) 0.074 0.076 0.071
Number of Days Exceeding State 1-Hour Standard > 0.09 ppm 2 0 1
Number of Days Exceeding State/Federal 8-Hour Standard > 0.070 ppm 4 4 1
CO
Maximum Federal 1-Hour Concentration > 35 ppm 2.6 2.5 2.3
Maximum Federal 8-Hour Concentration > 20 ppm 2.1 2.1 1.9
NO2
Maximum Federal 1-Hour Concentration > 0.100 ppm 0.064 0.081 0.066
Annual Average 0.015 0.014 0.014
PM10
Maximum Federal 24-Hour Concentration (µg/m3) > 150 µg/m3 74 128 129
Annual Federal Arithmetic Mean (µg/m3) 24.4 26.3 27.2
Number of Days Exceeding Federal 24-Hour Standard > 150 µg/m3 0 0 0
Number of Days Exceeding State 24-Hour Standard > 50 µg/m3 3 17 13
PM2.5
Maximum Federal 24-Hour Concentration (µg/m3) > 35 µg/m3 44.45 53.90 54.10
Annual Federal Arithmetic Mean (µg/m3) > 12 µg/m3 9.47 11.39 11.02
Number of Days Exceeding Federal 24-Hour Standard > 35 µg/m3 1 6 3
µg/m3 = Microgram per Cubic Meter
Source: Data for O3, CO, NO2, PM10, and PM2.5 was obtained from SCAQMD Air Quality Data Tables.
2.8 REGULATORY BACKGROUND
2.8.1 FEDERAL REGULATIONS
The EPA is responsible for setting and enforcing the NAAQS for O3, CO, NOX, SO2, PM10, and Pb
(14). The EPA has jurisdiction over emissions sources that are under the authority of the federal
government including aircraft, locomotives, and emissions sources outside state waters (Outer
Continental Shelf). The EPA also establishes emission standards for vehicles sold in states other
than California. Automobiles sold in California must meet the stricter emission requirements of
the CARB.
The Federal Clean Air Act (CAA) was first enacted in 1955 and has been amended numerous times
in subsequent years (1963, 1965, 1967, 1970, 1977, and 1990). The CAA establishes the federal
air quality standards, the NAAQS, and specifies future dates for achieving compliance (15). The
CAA also mandates that states submit and implement SIPs for local areas not meeting these
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standards. These plans must include pollution control measures that demonstrate how the
standards will be met.
The 1990 amendments to the CAA that identify specific emission reduction goals for areas not
meeting the NAAQS require a demonstration of reasonable further progress toward attainment
and incorporate additional sanctions for failure to attain or to meet interim milestones. The
sections of the CAA most directly applicable to the development of the Project site include Title
I (Non-Attainment Provisions) and Title II (Mobile Source Provisions) (16) (17). Title I provisions
were established with the goal of attaining the NAAQS for the following criteria pollutants O3,
NO2, SO2, PM10, CO, PM2.5, and Pb. The NAAQS were amended in July 1997 to include an
additional standard for O3 and to adopt a NAAQS for PM2.5. Table 2-3 (previously presented)
provides the NAAQS within the SCAB.
Mobile source emissions are regulated in accordance with Title II provisions. These provisions
require the use of cleaner burning gasoline and other cleaner burning fuels such as methanol and
natural gas. Automobile manufacturers are also required to reduce tailpipe emissions of
hydrocarbons and NOX. NOX is a collective term that includes all forms of NOX which are emitted
as byproducts of the combustion process.
2.8.2 CALIFORNIA REGULATIONS
CARB
The CARB, which became part of the CalEPA in 1991, is responsible for ensuring implementation
of the California Clean Air Act (AB 2595), responding to the federal CAA, and for regulating
emissions from consumer products and motor vehicles. AB 2595 mandates ac hievement of the
maximum degree of emissions reductions possible from vehicular and other mobile sources in
order to attain the state ambient air quality standards by the earliest practical date. The CARB
established the CAAQS for all pollutants for which the federal government has NAAQS and, in
addition, establishes standards for SO4, visibility, hydrogen sulfide (H2S), and vinyl chloride
(C2H3Cl). However, at this time, H2S and C2H3Cl are not measured at any monitoring stations in
the SCAB because they are not considered to be a regional air quality problem. Generally, the
CAAQS are more stringent than the NAAQS (18) (14).
Local air quality management districts, such as the SCAQMD, regulate air emissions from
stationary sources such as commercial and industrial facilities. All air pollution control districts
have been formally designated as attainment or non-attainment for each CAAQS.
Serious non-attainment areas are required to prepare Air Quality Management Plans (AQMP)
that include specified emission reduction strategies in an effort to meet clean air goals. These
plans are required to include:
• Application of Best Available Retrofit Control Technology to existing sources;
• Developing control programs for area sources (e.g., architectural coatings and solvents) and
indirect sources (e.g. motor vehicle use generated by residential and commercial development);
• A District permitting system designed to allow no net increase in emissions from any new or
modified permitted sources of emissions;
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• Implementing reasonably available transportation control measures and assuring a substantial
reduction in growth rate of vehicle trips and miles traveled;
• Significant use of low emissions vehicles by fleet operators;
• Sufficient control strategies to achieve a 5% or more annual reduction in emissions or 15% or
more in a period of three years for ROGs, NOX, CO and PM10. However, air basins may use
alternative emission reduction strategy that achieves a reduction of less than 5% per year under
certain circumstances.
TITLE 24 ENERGY EFFICIENCY STANDARDS AND CALIFORNIA GREEN BUILDING STANDARDS
California Code of Regulations (CCR) Title 24 Part 6: California’s Energy Efficiency Standards for
Residential and Nonresidential Buildings, was first adopted in 1978 in response to a legislative
mandate to reduce California’s energy consumption. The standards are updated periodically to
allow consideration and possible incorporation of new energy efficient technologies and
methods. CCR Title 24, Part 11: California Green Building Standards Code (CALGreen) is a
comprehensive and uniform regulatory code for all residential, commercial, and school buildings
that went in effect on January 1, 2011, and is administered by the California Building Standards
Commission. CALGreen is updated on a regular basis, with the most recent approved update
consisting of the 2019 California Green Building Code Standards that will be effective January 1,
2020. Local jurisdictions are permitted to adopt more stringent requirements, as state law
provides methods for local enhancements. CALGreen recognizes that many jurisdictions have
developed existing construction and demolition ordinances and defers to them as the ruling
guidance provided, they establish a minimum 65% diversion requirement. The code also
provides exemptions for areas not served by construction and demolition recycling
infrastructure. The State Building Code provides the minimum standard that buildings must meet
in order to be certified for occupancy, which is generally enforced by the local building official.
Energy efficient buildings require less electricity; therefore, increased energy efficiency reduces
fossil fuel consumption and decreases greenhouse gas (GHG) emissions. The 2019 version of
Title 24 was adopted by the California Energy Commission (CEC) and became effective on January
1, 2020.
The 2019 Title 24 standards will result in less energy use, thereby reducing air pollutant emissions
associated with energy consumption in the SCAB and across the State of California. For example,
the 2019 Title 24 standards will require solar photovoltaic systems for new homes, establish
requirements for newly constructed healthcare facilities, encourage demand responsive
technologies for residential buildings, and update indoor and outdoor lighting requirements for
nonresidential buildings. The CEC anticipates that single-family homes built with the 2019
standards will use approximately 7% less energy compared to the residential homes built under
the 2016 standards. Additionally, after implementation of solar photovoltaic systems, homes
built under the 2019 standards will use about 53% less energy than homes built under the 2016
standards. Nonresidential buildings (such as the Project) will use approximately 30% less energy
due to lighting upgrade requirements (19).
Because the Project will be constructed after January 1, 2020, the 2019 CALGreen standards are
applicable to the Project and require, among other items (20):
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• Short-term bicycle parking. If the new project or an additional alteration is anticipated to
generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors’
entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces
being added, with a minimum of one two-bike capacity rack (5.106.4.1.1).
• Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-
occupants, provide secure bicycle parking for 5% of the tenant-occupant vehicular parking spaces
with a minimum of one bicycle parking facility (5.106.4.1.2).
• Designated parking. In new projects or additions to alterations that add 10 or more vehicular parking
spaces, provide designated parking for any combination of low-emitting, fuel-efficient and
carpool/van pool vehicles as shown in Table 5.106.5.2 (5.106.5.2).
• Construction waste management. Recycle and/or salvage for reuse a minimum of 65% of the
nonhazardous construction and demolition waste in accordance with Section 5.408.1.1. 5.405.1.2,
or 5.408.1.3; or meet a local construction and demolition waste management ordinance,
whichever is more stringent (5.408.1).
• Excavated soil and land clearing debris. 100% of trees, stumps, rocks and associated vegetation
and soils resulting primarily from land clearing shall be reused or recycled. For a phased project,
such material may be stockpiled on site until the storage site is developed (5.408.3).
• Recycling by Occupants. Provide readily accessible areas that serve the entire building and are
identified for the depositing, storage and collection of non-hazardous materials for recycling,
including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or
meet a lawfully enacted local recycling ordinance, if more restrictive (5.410.1).
• Water conserving plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals) and
fittings (faucets and showerheads) shall comply with the following:
o Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons
per flush (5.303.3.1)
o Urinals. The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons
per flush (5.303.3.2.1). The effective flush volume of floor-mounted or other urinals shall
not exceed 0.5 gallons per flush (5.303.3.2.2).
o Showerheads. Single showerheads shall have a minimum flow rate of not more than 1.8
gallons per minute and 80 psi (5.303.3.3.1). When a shower is served by more than one
showerhead, the combine flow rate of all showerheads and/or other shower outlets
controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi (5.303.3.3.2).
o Faucets and fountains. Nonresidential lavatory faucets shall have a maximum flow rate of
note more than 0.5 gallons per minute at 60 psi (5.303.3.4.1). Kitchen faucets shall have
a maximum flow rate of not more than 1.8 gallons per minute of 60 psi (5.303.3.4.2).
Wash fountains shall have a maximum flow rate of not more than 1.8 gallons per minute
(5.303.3.4.3). Metering faucets shall not deliver more than 0.20 gallons per cycle
(5.303.3.4.4). Metering faucets for wash fountains shall have a maximum flow rate not
more than 0.20 gallons per cycle (5.303.3.4.5).
• Outdoor portable water use in landscaped areas. Nonresidential developments shall comply with
a local water efficient landscape ordinance or the current California Department of Water
Resources’ Model Water Efficient (MWELO), whichever is more stringent (5.304.1).
• Water meters. Separate submeters or metering devices shall be installed for new buildings or
additions in excess of 50,000 sf or for excess consumption where any tenant within a new building
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or within an addition that is project to consume more than 1,000 gallons per day (gal/day)
(5.303.1.1 and 5.303.1.2).
• Outdoor water use in rehabilitated landscape projects equal or greater than 2,500 sf.
Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 2,500
sf requiring a building or landscape permit (5.304.3).
• Commissioning. For new buildings 10,000 sf and over, building commissioning shall be included in
the design and construction processes of the building project to verify that the building systems and
components meet the owner’s or owner representative’s project requirements (5.410.2).
2.8.3 AIR QUALITY MANAGEMENT PLANNING
Currently, the NAAQS and CAAQS are exceeded in most parts of the SCAB. In response, the
SCAQMD has adopted a series of AQMPs to meet the state and federal ambient air quality
standards (21). AQMPs are updated regularly in order to more effectively reduce emissions,
accommodate growth, and to minimize any negative fiscal impacts of air pollution control on the
economy. A detailed discussion on the AQMP and Project consistency with the AQMP is provided
in Section 3.10.
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3 PROJECT AIR QUALITY IMPACT
3.1 INTRODUCTION
The Project has been evaluated to determine if it will violate an air quality standard , contribute
to an existing or projected air quality violation, or determine if it will result in a cumulatively
considerable net increase of a criteria pollutant for which the SCAB is non-attainment under an
applicable NAAQS and CAAQS. Additionally, the Project has been evaluated to determine
consistency with the applicable AQMP, exposure of sensitive receptors to substantial pollutant
concentrations, and the impacts of odors. The significance of these potential impacts is described
in the following section.
3.2 STANDARDS OF SIGNIFICANCE
The criteria used to determine the significance of potential Project-related air quality impacts are
taken from the CEQA Guidelines (14 CCR §§15000, et seq.). Based on these thresholds, a project
would result in a significant impact related to air quality if it would (1):
• Conflict with or obstruct implementation of the applicable air quality plan.
• Result in a cumulatively considerable net increase of any criteria pollutant for which the project
region is in non-attainment under an applicable federal or state ambient air quality standard.
• Expose sensitive receptors to substantial pollutant concentrations.
• Result in other emissions (such as those leading to odors) adversely affecting a substantial number
of people. affecting a substantial number of people.
The SCAQMD has also developed regional significance thresholds for other regulated pollutants,
as summarized at Table 3-1 (22). The SCAQMD’s CEQA Air Quality Significance Thresholds (April
2019) indicate that any projects in the SCAB with daily emissions that exceed any of the indicated
thresholds should be considered as having an individually and cumulatively significant air quality
impact.
TABLE 3-1: MAXIMUM DAILY REGIONAL EMISSIONS THRESHOLDS
Pollutant Construction Regional Thresholds Operational Regional Thresholds
NOX 100 lbs/day 55 lbs/day
VOC 75 lbs/day 55 lbs/day
PM10 150 lbs/day 150 lbs/day
PM2.5 55 lbs/day 55 lbs/day
SOX 150 lbs/day 150 lbs/day
CO 550 lbs/day 550 lbs/day
Pb 3 lbs/day 3 lbs/day
lbs/day = Pounds Per Day
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3.3 CALIFORNIA EMISSIONS ESTIMATOR MODEL (CALEEMOD) EMPLOYED TO ANALYZE AIR QUALITY
Land uses such as the Project affect air quality through construction-source and operational-
source emissions.
On October 17, 2017, the SCAQMD in conjunction with the California Air Pollution Control
Officers Association (CAPCOA) and other California air districts, released the latest version of the
CalEEMod Version 2016.3.2. The purpose of this model is to calculate construction-source and
operational-source criteria pollutant (VOCs, NOX, SOX, CO, PM10, and PM2.5) and GHG emissions
from direct and indirect sources; and quantify applicable air quality and GHG reductions achieved
from mitigation (23). Accordingly, the latest version of CalEEMod has been used for this Project
to determine construction and operational air quality emissions. Output from the model runs for
both construction and operational activity are provided in Appendix 3.1.
3.3.1 EMISSION FACTORS MODEL (EMFAC)
On August 19, 2019, the EPA approved the 2017 version of the EMFAC web database for use in
SIP and transportation conformity analyses. EMFAC2017 is a mathematical model that was
developed to calculate emission rates, fuel consumption, VMT from motor vehicles that operate
on highways, freeways, and local roads in California and is commonly used by the CARB to project
changes in future emissions from on-road mobile sources (24). This AQIA utilizes summer, winter,
and annual EMFAC2017 emission factors in order to derive vehicle emissions associated with
Project operational activities, which vary by season.
Because the EMFAC2017 emission rates are associated with vehicle fuel types while CalEEMod
vehicle emission factors are aggregated to include all fuel types for each individual vehicle class,
the EMFAC2017 emission rates for different fuel types of a vehicle class are averaged by activity
or by population and activity to derive CalEEMod emission factors. The equations applied to
obtain CalEEMod vehicle emission factors for each emission type are detailed in CalEEMod User’s
Guide Appendix A: Calculation Details for CalEEMod (25). EMFAC2017 emission rates utilized in
this analysis can be found in Appendix 3.2 of this report.
3.4 CONSTRUCTION EMISSIONS
3.4.1 CONSTRUCTION ACTIVITIES
Construction activities associated with the Project will result in emissions of VOCs, NOX, SOX, CO,
PM10, and PM2.5. Construction related emissions are expected from the following construction
activities:
• Site Preparation
• Grading
• Building Construction
• Paving
• Architectural Coating
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Grading Activities
Dust is typically a major concern during grading activities. Because such emissions are not
amenable to collection and discharge through a controlled source, they are called “fugitive
emissions”. Fugitive dust emissions rates vary as a function of many parameters (soil silt, soil
moisture, wind speed, area disturbed, number of vehicles, depth of disturbance or excavation,
etc.). CalEEMod was utilized to calculate fugitive dust emissions resulting from this phase of
activity. Based on information provided by the Project Applicant, the Project is expected to
require 914 cubic yards (CY) of exported soil. For purposes of analysis, the 914 CY of export was
analyzed with the CalEEMod default hauling trip length of 20 miles, and conservatively estimates
emissions.
Construction Worker Vehicle Trips
Construction emissions for construction worker vehicles traveling to and from the Project site, as
well as vendor trips (construction materials delivered to the Project site) were estimated based
on information from CalEEMod defaults.
3.4.2 CONSTRUCTION DURATION
For purposes of analysis, it is anticipated that construction activities will commence in October
2020 and last through September 2021. The construction schedule utilized in the analysis, shown
in Table 3-2, represents a “worst-case” analysis scenario should construction occur any time after
the respective dates since emission factors for construction decrease as time passes and the
analysis year increases due to emission regulations becoming more stringent.2 The duration of
construction activity and associated equipment represents a reasonable approximation of the
expected construction fleet as required per CEQA Guidelines (1). The duration of construction
activity was based on CalEEMod defaults.
TABLE 3-2: CONSTRUCTION DURATION
Phase Name Start Date End Date Days
Site Preparation 10/05/2020 10/07/2020 3
Grading 10/08/2020 10/15/2020 6
Building Construction 10/16/2020 08/19/2021 220
Grading 08/20/2021 09/02/2021 10
Architectural Coating 09/03/2021 09/16/2021 10
2 As shown in the CalEEMod User’s Guide Version 2016.3.2, Section 4.3 “Off-road Equipment” as the analysis year increases, emission factors
for the same equipment pieces decrease due to the natural turnover of older equipment being replaced by newer less polluting equipment
and new regulatory requirements.
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3.4.3 CONSTRUCTION EQUIPMENT
Site specific construction fleet may vary due to specific project needs at the time of construction.
The associated construction equipment was generally based on CalEEMod defaults. A detailed
summary of construction equipment assumptions by phase is provided at Table 3-3.
TABLE 3-3: CONSTRUCTION EQUIPMENT ASSUMPTIONS
Phase Name Equipment Type Quantity Hours Per Day
Site Preparation
Graders 1 8
Scrapers 1 8
Tractors/Loaders/Backhoes 1 8
Grading
Graders 1 8
Rubber Tired Dozers 1 8
Tractors/Loaders/Backhoes 2 8
Building Construction
Cranes 1 8
Forklifts 2 8
Generator Sets 1 8
Tractors/Loaders/Backhoes 1 8
Welders 3 8
Paving
Cement and Mortar Mixers 1 8
Pavers 1 8
Paving Equipment 1 8
Rollers 2 8
Tractors/Loaders/Backhoes 1 8
Architectural Coating Air Compressors 1 8
3.4.4 REGIONAL CONSTRUCTION EMISSIONS SUMMARY
CalEEMod calculates maximum daily emissions for summer and winter periods, shown on Tables
3-4. Detailed construction model outputs are presented in Appendix 3.1. Under the assumed
scenarios, emissions resulting from the Project construction will not exceed the thresholds
established by the SCAQMD for emissions of any criteria pollutant and Project construction-
source impacts would be less than significant.
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TABLE 3-4: OVERALL CONSTRUCTION EMISSIONS SUMMARY
Year
Emissions (lbs/day)
VOC NOX CO SOX PM10 PM2.5
Summer
2020 2.65 27.12 18.12 0.04 4.25 2.42
2021 40.23 18.15 17.60 0.04 1.64 1.04
Winter
2020 2.68 27.18 18.00 0.04 4.25 2.42
2021 40.24 18.16 17.49 0.04 1.64 1.04
Maximum Daily Emissions 40.24 27.18 18.12 0.04 4.25 2.42
SCAQMD Regional Threshold 75 100 550 150 150 55
Threshold Exceeded? NO NO NO NO NO NO
3.5 OPERATIONAL EMISSIONS
Operational activities associated with the proposed Project will result in emissions of VOCs, NOX,
SOX, CO, PM10, and PM2.5. Operational emissions would be expected from the following primary
sources:
• Area Source Emissions
• Energy Source Emissions
• Mobile Source Emissions
3.5.1 AREA SOURCE EMISSIONS
ARCHITECTURAL COATINGS
Over a period of time the building that is part of this Project will be subject to emissions resulting
from the evaporation of solvents contained in paints, varnishes, primers, and other surface
coatings as part of Project maintenance. The emissions associated with architectural coatings
were calculated using CalEEMod.
CONSUMER PRODUCTS
Consumer products include, but are not limited to detergents, cleaning compounds, polishes,
personal care products, and lawn and garden products. Many of these products contain organic
compounds which when released in the atmosphere can react to form ozone and other
photochemically reactive pollutants. The emissions associated with use of consumer products
were calculated based on defaults provided within CalEEMod.
HEARTHS/FIREPLACES
The emissions associated with use of hearths/fireplaces were calculated based on assumptions
provided in CalEEMod. The Project is required to comply with SCAQMD Rule 445, which prohibits
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the use of wood burning stoves and fireplaces in new development. In order to account for the
requirements of this Rule, the unmitigated CalEEMod default estimates were adjusted to remove
wood burning stoves and fireplaces. As the project is required to comply with SCAQMD Rule 445,
the removal of wood burning stoves and fireplaces is not considered "mitigation" although it
must be identified as such in CalEEMod in order to treat the case appropriately.
LANDSCAPE MAINTENANCE EQUIPMENT
Landscape maintenance equipment would generate emissions from fuel combustion and
evaporation of unburned fuel. Equipment in this category would include lawnmowers,
shedders/grinders, blowers, trimmers, chain saws, and hedge trimmers used to maintain the
landscaping of the Project. The emissions associated with landscape maintenance equipment
were calculated based on assumptions provided in CalEEMod.
3.5.2 ENERGY SOURCE EMISSIONS
COMBUSTION EMISSIONS ASSOCIATED WITH NATURAL GAS AND ELECTRICITY
Electricity and natural gas are used by almost every project. Criteria pollutant emissions are
emitted through the generation of electricity and consumption of natural gas. However, because
electrical generating facilities for the Project area are located either outside the region (state) or
offset through the use of pollution credits (RECLAIM) for generation within the SCAB, criteria
pollutant emissions from offsite generation of electricity is generally excluded from the
evaluation of significance and only natural gas use is considered. The emissions associated with
natural gas use were calculated using CalEEMod.
TITLE 24 ENERGY EFFICIENCY STANDARDS
California’s Energy Efficiency Standards for Residential and Nonresidential Buildings was first
adopted in 1978 in response to a legislative mandate to reduce California’s energy consumption.
The standards are updated periodically to allow consideration and possible incorporation of new
energy efficient technologies and methods. Energy efficient buildings require less electricity. The
2019 version of Title 24 was adopted by the CEC and became effective on January 1, 2020. The
CEC anticipates that residential buildings will use approximately 53% less energy and
nonresidential buildings will use approximately 30% less energy (19). The CalEEMod defaults for
Title 24 – Electricity, Title 24 – Natural Gas, and Lighting Energy were reduced by 53% for
residential uses in order to reflect consistency with the 2019 Title 24 standard.
3.5.3 MOBILE SOURCE EMISSIONS
The Project related operational air quality impacts derive primarily from vehicle trips generated
by the Project. Trip characteristics available from the Orange Corporate Yard Affordable Housing
Trip Generation Evaluation report were utilized in this analysis (26).
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FUGITIVE DUST RELATED TO VEHICULAR TRAVEL
Vehicles traveling on paved roads would be a source of fugitive emissions due to the generation
of road dust inclusive of brake and tire wear particulates. The emissions estimates for travel on
paved roads were calculated using CalEEMod.
3.5.4 REGIONAL OPERATIONAL EMISSIONS SUMMARY
IMPACTS WITHOUT MITIGATION
As previously stated, CalEEMod calculates maximum daily emissions for summer and winter
periods. As such, operational activities for summer and winter scenarios are presented in Table
3-5. Detailed construction model outputs are presented in Appendix 3.1. As indicated, Project
operation-source emissions would not exceed the SCAQMD regional thresholds of significance
for any criteria pollutants. Therefore, a less than significant impact is expected, and no mitigation
is required.
TABLE 3-5: SUMMARY OF PEAK OPERATIONAL EMISSIONS
Operational Activities –
Summer Scenario
Emissions (lbs/day)
VOC NOX CO SOX PM10 PM2.5
Area Source 1.63 1.09 5.56 6.83E-03 0.11 0.11
Energy Source 0.02 0.13 0.06 8.30E-04 0.01 0.01
Mobile Source 0.83 1.99 8.49 0.03 2.48 0.68
Total Maximum Daily Emissions 2.47 3.21 14.11 0.03 2.60 0.80
SCAQMD Regional Threshold 55 55 550 150 150 55
Threshold Exceeded? NO NO NO NO NO NO
Operational Activities –
Winter Scenario
Emissions (lbs/day)
VOC NOX CO SOX PM10 PM2.5
Area Source 1.63 1.09 5.56 6.83E-03 0.11 0.11
Energy Source 0.02 0.13 0.06 8.30E-04 0.01 0.01
Mobile Source 0.86 2.06 8.14 0.02 2.48 0.68
Total Maximum Daily Emissions 2.50 3.28 13.76 0.03 2.60 0.80
SCAQMD Regional Threshold 55 55 550 150 150 55
Threshold Exceeded? NO NO NO NO NO NO
Source: CalEEMod operational-source emissions are presented in Appendix 3.1.
3.6 LOCALIZED SIGNIFICANCE
3.6.1 BACKGROUND ON LOCALIZED SIGNIFICANCE THRESHOLD (LST) DEVELOPMENT
The analysis makes use of methodology included in the SCAQMD Final Localized Significance
Threshold Methodology (LST Methodology) (27). The SCAQMD has established that impacts to air
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quality are significant if there is a potential to contribute or cause localized exceedances of the
NAAQS and CAAQS. Collectively, these are referred to as LSTs.
The SCAQMD established LSTs in response to the SCAQMD Governing Board’s Environmental
Justice Initiative I-43. LSTs represent the maximum emissions from a project that will not cause
or contribute to an exceedance of the most stringent applicable federal or state ambient air
quality standard at the nearest residence or sensitive receptor. The SCAQMD states that l ead
agencies can use the LSTs as another indicator of significance in its air quality impact analyses.
LSTs were developed in response to environmental justice and health concerns raised by the
public regarding exposure of individuals to criteria pollutants in local communities. To address
the issue of localized significance, the SCAQMD adopted LSTs that show whether a project would
cause or contribute to localized air quality impacts and thereby cause or contribute to potential
localized adverse health effects. The analysis makes use of methodology included in the LST
Methodology (28).
3.6.2 APPLICABILITY OF LSTS FOR THE PROJECT
For this Project, the appropriate SRA for the LST analysis is the SCAQMD Central Orange County
(SRA 17). LSTs apply to CO, NO2, PM10, and PM2.5. The SCAQMD produced look-up tables for
projects less than or equal to 5 acres in size.
In order to determine the appropriate methodology for determining localized impacts that could
occur as a result of Project-related construction, the following process is undertaken:
• CalEEMod is utilized to determine the maximum daily on-site emissions that will occur during
construction activity.
• The SCAQMD’s Fact Sheet for Applying CalEEMod to Localized Significance Thresholds and
CalEEMod User’s Guide Appendix A: Calculation Details for CalEEMod is used to determine the
maximum site acreage that is actively disturbed based on the construction equipment fleet and
equipment hours as estimated in CalEEMod (29) (25).
• If the total acreage disturbed is less than or equal to five acres per day, then the SCAQMD’s
screening look-up tables are utilized to determine if a Project has the potential to result in a
significant impact. The look-up tables establish a maximum daily emissions threshold in lbs/day
that can be compared to CalEEMod outputs.
• If the total acreage disturbed is greater than five acres per day, then LST impacts are appropriately
evaluated through dispersion modeling.
• The LST Methodology presents mass emission rates for each SRA, project sizes of 1, 2, and 5 acres,
and nearest receptor distances of 25, 50, 100, 200, and 500 meters. For project sizes between the
values given, or with receptors at distances between the given receptors, the methodology uses
linear interpolation to determine the thresholds.
3 The purpose of SCAQMD’s Environmental Justice program is to ensure that everyone has the right to equal protection from air p ollution
and fair access to the decision-making process that works to improve the quality of air within their communities. Further, the SCAQMD
defines Environmental Justice as “…equitable environmental policymaking and enforcement to protect the health of all residents, regardless
of age, culture, ethnicity, gender, race, socioeconomic status, or geographic location, from the health effects of air pollution.”
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3.6.3 EMISSIONS CONSIDERED
SCAQMD’s LST Methodology clearly states that “off-site mobile emissions from the Project should
not be included in the emissions compared to LSTs (27).” Therefore, for purposes of the
construction LST analysis, only emissions included in the CalEEMod “on-site” emissions outputs
were considered.
3.6.4 MAXIMUM DAILY DISTURBED-ACREAGE
The “acres disturbed” for analytical purposes are based on specific equipment type for each
subcategory of construction activity and the estimated maximum area a given piece of
equipment can pass over in an 8-hour workday (as shown on Table 3-6). The equipment-specific
grading rates are summarized in the SCAQMD’s Fact Sheet for Applying CalEEMod to Localized
Significance Thresholds and CalEEMod User’s Guide Appendix A: Calculation Details for CalEEMod
(29) (25). It should be noted that the disturbed area per day is representative of a piece of
equipment making multiple passes over the same land area. In other words, one Rubber Tired
Dozer can make multiple passes over the same land area totaling 0.5 acres in a given 8-hour day.
As shown on Table 3-6, the proposed Project’s construction activities could actively disturb
approximately 1.5 acres per day for site preparation activities and 1.0 acre per day during grading
activities.
TABLE 3-6: MAXIMUM DAILY DISTURBED-ACREAGE
Phase Name Equipment Type Quantity Acres graded
per 8-hour day
Operating
Hours per Day
Acres graded
per day
Site Preparation
Graders 1 0.5 8 0.5
Scrapers 1 1.0 8 1.0
Total acres disturbed per day during Site Preparation 1.5
Grading
Graders 1 0.5 8 0.5
Rubber Tired Dozers 1 0.5 8 0.5
Total acres disturbed per day during Grading 1.0
3.6.5 SENSITIVE RECEPTORS
As previously stated, LSTs represent the maximum emissions from a project that will not cause
or contribute to an exceedance of the most stringent applicable NAAQS and CAAQS at the nearest
residence or sensitive receptor. Receptor locations are off-site locations where individuals may
be exposed to emissions from Project activities.
RESIDENTIAL RECEPTORS
Some people are especially sensitive to air pollution and are given special consideration when
evaluating air quality impacts from projects. These groups of people include children, the elderly,
individuals with pre-existing respiratory or cardiovascular illness, and athletes and others who
engage in frequent exercise. Structures that house these persons or places where they gather to
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exercise are defined as “sensitive receptors”. These structures typically include residences,
hotels, hospitals, etc. as they are also known to be locations where an individual can remain for
24 hours. Consistent with the LST Methodology, the nearest land use where an individual could
remain for 24 hours to the Project site (in this case the nearest residential land use) has been
used to determine construction and operational air quality impacts fo r emissions of PM10 and
PM2.5, since PM10 and PM2.5 thresholds are based on a 24 hour averaging time.
NON-RESIDENTIAL RECEPTORS
As per the LST Methodology, commercial and industrial facilities are not included in the definition
of sensitive receptor because employees and patrons do not typically remain onsite for a full 24
hours but are typically onsite for eight hours or less. The LST Methodology explicitly states that
“LSTs based on shorter averaging periods, such as the NO2 and CO LSTs, could also be applied to
receptors such as industrial or commercial facilities since it is reasonable to assume that a worker
at these sites could be present for periods of one to eight hours (27).” For purposes of analysis, if
an industrial/commercial use is located at a closer distance to the Project site than the nearest
residential use, the nearest industrial/commercial use will be utilized to determine construction
and operational LST air impacts for emissions of NO2 and CO an individual could be present at
these sites for periods of one to eight hours.
PROJECT-RELATED RECEPTORS
Receptors in the Project study area are described below and shown on Exhibit 3-A. Localized air
quality impacts were evaluated at sensitive receptor land uses nearest the Project site.
Consistent with the Orange Corporate Yard Affordable Housing Noise Impact Analysis, prepared
by Urban Crossroads, Inc., all distances are measured from the Project site boundary to the
outdoor living areas (e.g., backyards) or at the building façade, whichever is closer to the Project
site. The selection of receptor locations is based on Federal Highway Administration (FHWA)
guidelines and is consistent with additional guidance provided by California Department of
Transportation (Caltrans) and the Federal Transit Administration (FTA) (30).
R1: Located approximately 90 feet east of the Project site, R1 represents the Lemon Grove
Apartment complex at 1148 North Lemon Street.
R2: Located approximately 124 feet east of the Project site, R2 represents the Citrus Grove
Apartment complex at 1120 North Lemon Street.
R3: Location R3 represents the Department of Public works located 89 west of the Project site
at 637 West Struck Avenue.
R4: Location R4 represents the Factory Motor Parts facility located at 448 West Katella
Avenue at approximately 38 feet from the Project site.
The SCAQMD recommends that the nearest sensitive receptor be considered when determining
the Project’s potential to cause an individual and cumulatively significant impact. The nearest
land use where an individual could remain for 24 hours to the Project site (in this case the nearest
residential land use) has been used to determine localized construction and operational air
quality impacts for emissions of PM10 and PM2.5 (since PM10 and PM2.5 thresholds are based on a
24 hour averaging time). As such, nearest receptor to evaluate localized impacts of PM10 and
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PM2.5, is represented by Location R1, Lemon Grove Apartment complex, located roughly 90
feet/27 meters east of the Project site, on the west side of North Lemon Street.
As previously stated, and consistent with LST Methodology, the nearest industrial/commercial
use to the Project site is used to determine construction and operational LST air impacts for
emissions of NO2 and CO as the averaging periods for these pollutants are shorter (8 hours or
less) and it is reasonable to assumed that an individual could be present at these sites for periods
of 1 to 8 hours. As such, the nearest receptor to evaluate localized impacts of NO2 and CO, is
represented by Location R4, Factor Motor Parts facility, located south of West Katella Avenue,
approximately 38 feet/12 meters from the Project site. It should be noted that the LST
Methodology explicitly states that “It is possible that a project may have receptors closer than 25
meters. Projects with boundaries located closer than 25 meters to the nearest receptor should use
the LSTs for receptors located at 25 meters (27).” As such a 25-meter receptor distance will be
used for evaluation of localized NO2, and CO.
3.7 CONSTRUCTION-SOURCE EMISSIONS LST ANALYSIS
3.7.1 LOCALIZED THRESHOLDS FOR CONSTRUCTION ACTIVITY
Since the total acreage disturbed is less than five acres per day site preparation and grading
activities, the SCAQMD’s screening look-up tables are utilized in determining impacts. It should
be noted that since the look-up tables identifies thresholds at only 1 acre, 2 acres, and 5 acres,
linear regression has been utilized to determine localized significance thresholds. Consistent with
SCAQMD guidance, the thresholds presented in Table 3-7 were calculated by interpolating the
threshold values for the Project’s disturbed acreage.
TABLE 3-7: MAXIMUM DAILY LOCALIZED EMISSIONS THRESHOLDS
Pollutant Construction Localized Thresholds
NOX
98 lbs/day (Site Preparation)
81 lbs/day (Grading)
CO
600 lbs/day (Site Preparation)
485 lbs/day (Grading)
PM10
6 lbs/day (Site Preparation)
5 lbs/day (Grading)
PM2.5
4 lbs/day (Site Preparation)
3 lbs/day (Grading)
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EXHIBIT 3-A: SENSITIVE RECEPTOR LOCATIONS
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3.7.2 LOCALIZED CONSTRUCTION-SOURCE EMISSIONS
Tables 3-8 identifies the localized impacts at the nearest receptor location in the vicinity of the
Project area. Without mitigation, localized construction emissions would not exceed the
applicable SCAQMD LSTs for emissions of any criteria pollutant during Project construction
activities. Outputs from the model runs for unmitigated construction LSTs are provided in
Appendix 3.1.
TABLE 3-8: LOCALIZED CONSTRUCTION EMISSIONS SUMMARY
On-Site Site Preparation Emissions
Emissions (lbs/day)
NOX CO PM10 PM2.5
Maximum Daily Emissions 20.18 11.55 1.41 0.80
SCAQMD Localized Threshold 98 600 6 4
Threshold Exceeded? NO NO NO NO
On-Site Grading Emissions
Emissions (lbs/day)
NOX CO PM10 PM2.5
Maximum Daily Emissions 21.87 10.51 3.79 2.28
SCAQMD Localized Threshold 81 485 5 3
Threshold Exceeded? NO NO NO NO
Source: CalEEMod Project construction-source (unmitigated) emissions are presented in Appendix 3.1.
3.8 OPERATIONAL-SOURCE EMISSIONS LST ANALYSIS
The development of the proposed project is located on approximately 2.54 acres. As previously
stated, the total development is proposed to consist of 65 multi-family affordable housing
residential DUs. According to SCAQMD LST methodology, LSTs would apply to the operational
phase of a proposed project, if the project includes stationary sources, or attracts mobile sources
that may spend long periods queuing and idling at the site (e.g., transfer facilities and warehouse
buildings). The proposed project does not include such uses, and thus, due to the lack of
significant stationary source emissions, no long-term localized significance threshold analysis is
needed.
3.9 CO “HOT SPOT” ANALYSIS
As discussed below, the Project would not result in potentially adverse CO concentrations or “hot
spots.” Further, detailed modeling of Project-specific CO “hot spots” is not needed to reach this
conclusion. An adverse CO concentration, known as a “hot spot”, would occur if an exceedance
of the state one-hour standard of 20 ppm or the eight-hour standard of 9 ppm were to occur. At
the time of the SCAQMD’s CEQA Air Quality Handbook (1993) (1993 CEQA Handbook), the SCAB
was designated nonattainment under the CAAQS and NAAQS for CO (31).
It has long been recognized that CO hotspots are caused by vehicular emissions, primarily when
idling at congested intersections. In response, vehicle emissions standards have become
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increasingly stringent in the last twenty years. Currently, the allowable CO emissions standard in
California is a maximum of 3.4 grams/mile for passenger cars (there are requirements for certain
vehicles that are more stringent). With the turnover of older vehicles, introduction of cleaner
fuels, and implementation of increasingly sophisticated and efficient emissions control
technologies, CO concentration in the SCAB is now designated as attainment, as previously noted
in Table 2-3.
To establish a more accurate record of baseline CO concentrations affecting the SCAB, a CO “hot
spot” analysis was conducted in 2003 for four busy intersections in Los Angeles at the peak
morning and afternoon time periods. This “hot spot” analysis did not predict any violation of CO
standards, as shown on Table 3-9.
TABLE 3-9: CO MODEL RESULTS
Intersection Location
CO Concentrations (ppm)
Morning 1-hour Afternoon 1-hour 8-hour
Wilshire Boulevard/Veteran Avenue 4.6 3.5 3.7
Sunset Boulevard/Highland Avenue 4 4.5 3.5
La Cienega Boulevard/Century Boulevard 3.7 3.1 5.2
Long Beach Boulevard/Imperial Highway 3 3.1 8.4
Source: 2003 AQMP, Appendix V: Modeling and Attainment Demonstrations
Notes: Federal 1-hour standard is 35 ppm and the deferral 8-hour standard is 9.0 ppm.
Based on the SCAQMD's 2003 Air Quality Management Plan (2003 AQMP) and the 1992 Federal
Attainment Plan for Carbon Monoxide (1992 CO Plan), peak CO concentrations in the SCAB were
a result of unusual meteorological and topographical conditions and not a result of traffic
volumes and congestion at a particular intersection. As evidence of this, for example, 9.3 ppm 8-
hour CO concentration measured at the Long Beach Boulevard and Imperial Highway intersection
(highest CO generating intersection within the “hot spot” analysis), only 0.7 ppm was attributable
to the traffic volumes and congestion at this intersection; the remaining 8.6 ppm were due to the
ambient air measurements at the time the 2003 AQMP was prepared (32). In contrast, the
ambient 8-hour CO concentration within the Project study area is estimated at 1.4 ppm—1.6 ppm
(please refer to previous Table 2-3). Therefore, even if the traffic volumes for the Project were
double or even triple of the traffic volumes generated at the Long Beach Boulevard and Imperial
Highway intersection, coupled with the on-going improvements in ambient air quality, the
Project would not be capable of resulting in a CO “hot spot” at any study area intersections.
Similar considerations are also employed by other Air Districts when evaluating potential CO
concentration impacts. More specifically, the Bay Area Air Quality Management District
(BAAQMD) concludes that under existing and future vehicle emission rates, a given project would
have to increase traffic volumes at a single intersection by more than 44,000 vehicles per hour
(vph) —or 24,000 vph where vertical and/or horizontal air does not mix—in order to generate a
significant CO impact (33).
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Traffic volumes generating the CO concentrations for the “hot spot” analysis, shown on Table 3-
10. The busiest intersection evaluated was that at Wilshire Boulevard and Veteran Avenue.,
which has a daily traffic volume of approximately 100,000 vehicles per day. The 2003 AQMP
estimated that the 1-hour concentration for this intersection was 4.6 ppm; this indicates that,
should the daily traffic volume increase four times to 400,000 vehicles per day, CO concentrations
(4.6 ppm x 4= 18.4 ppm) would still not likely exceed the most stringent 1-hour CO standard (20.0
ppm).4 At buildout of the Project, the highest daily traffic volumes generated at the roadways
within the vicinity of the Project are expected to generate less than the highest daily traffic
volumes generated at the busiest intersection in the CO “hot spot” analysis. As such, the Project
would not likely exceed the most stringent 1-hour CO standard.
The proposed Project considered herein would not produce the volume of traffic required to
generate a CO “hot spot” either in the context of the 2003 Los Angeles hot spot study or based
on representative BAAQMD CO threshold considerations. Therefore, CO “hot spots” are not an
environmental impact of concern for the proposed Project. Localized air quality impacts related
to mobile-source emissions would therefore be less than significant.
TABLE 3-10: TRAFFIC VOLUMES
Intersection Location
Peak Traffic Volumes (vph)
Eastbound
(AM/PM)
Westbound
(AM/PM)
Southbound
(AM/PM)
Northbound
(AM/PM)
Total
(AM/PM)
Wilshire Boulevard/Veteran Avenue 4,954/2,069 1,830/3,317 721/1,400 560/933 8,062/7,719
Sunset Boulevard/Highland Avenue 1,417/1,764 1,342/1,540 2,304/1,832 1,551/2,238 6,614/5,374
La Cienega Boulevard/Century Boulevard 2,540/2,243 1,890/2,728 1,384/2,029 821/1,674 6,634/8,674
Long Beach Boulevard/Imperial Highway 1,217/2,020 1,760/1,400 479/944 756/1,150 4,212/5,514
Source: 2003 AQMP
3.10 AIR QUALITY MANAGEMENT PLANNING
The Project site is located within the SCAB, which is characterized by relatively poor air quality.
The SCAQMD has jurisdiction over an approximately 10,743 square-mile area consisting of the
four-county Basin and the Los Angeles County and Riverside County portions of what use to be
referred to as the Southeast Desert Air Basin. In these areas, the SCAQMD is principally
responsible for air pollution control, and works directly with the SCAG, county transportation
commissions, local governments, as well as state and federal agencies to reduce emissions from
stationary, mobile, and indirect sources to meet state and federal ambient air quality standards.
Currently, these state and federal air quality standards are exceeded in most parts of the SCAB.
In response, the SCAQMD has adopted a series of AQMPs to meet the state and federal ambient
air quality standards. AQMPs are updated regularly in order to more effectively reduce
emissions, accommodate growth, and to minimize any negative fiscal impacts of air pollution
control on the economy.
4 Based on the ratio of the CO standard (20.0 ppm) and the modeled value (4.6 ppm).
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In March 2017, the SCAQMD released the Final 2016 AQMP (2016 AQMP). The 2016 AQMP
continues to evaluate current integrated strategies and control measures to meet the NAAQS, as
well as, explore new and innovative methods to reach its goals. Some of these approaches include
utilizing incentive programs, recognizing existing co-benefit programs from other sectors, and
developing a strategy with fair-share reductions at the federal, state, and local levels (34). Similar
to the 2012 AQMP, the 2016 AQMP incorporates scientific and technological information and
planning assumptions, including the 2016-2040 Regional Transportation Plan/Sustainable
Communities Strategy (2016-2040 RTP/SCS), a planning document that supports the integration
of land use and transportation to help the region meet the federal Clean Air Act requirements
(35). The Project’s consistency with the AQMP will be determined using the 2016 AQMP as
discussed below.
Criteria for determining consistency with the AQMP are defined in Chapter 12, Section 12.2 and
Section 12.3 of the 1993 CEQA Handbook (36). These indicators are discussed below:
3.10.1 CONSISTENCY CRITERION NO. 1
The proposed Project will not result in an increase in the frequency or severity of existing air
quality violations or cause or contribute to new violations or delay the timely attainment of air
quality standards or the interim emissions reductions specified in the AQMP.
The violations that Consistency Criterion No. 1 refers to are the CAAQS and NAAQS. CAAQS and
NAAQS violations would occur if regional or localized significance thresholds were exceeded.
Construction Impacts – Consistency Criterion 1
Consistency Criterion No. 1 refers to violations of the CAAQS and NAAQS. CAAQS and NAAQS
violations would occur if LSTs or regional significance thresholds were exceeded. As evaluated,
the Project’s regional and localized construction-source emissions would not exceed applicable
regional significance threshold and LST thresholds. As such, a less than significant impact is
expected.
Operational Impacts – Consistency Criterion 1
As evaluated, the Project’s regional and localized operational-source emissions would not exceed
applicable regional significance threshold and LST thresholds. As such, a less than significant
impact is expected.
On the basis of the preceding discussion, the Project is determined to be consistent with the first
criterion.
3.10.2 CONSISTENCY CRITERION NO. 2
The Project will not exceed the assumptions in the AQMP based on the years of Project build -
out phase.
The 2016 AQMP demonstrates that the applicable ambient air quality standards can be achieved
within the timeframes required under federal law. Growth projections from local general plans
adopted by cities in the district are provided to the SCAG, which develops regional growth
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forecasts, which are then used to develop future air quality forecasts for the AQMP. Development
consistent with the growth projections in City of Orange General Plan is considered to be
consistent with the AQMP.
Construction Impacts – Consistency Criterion 2
Peak day emissions generated by construction activities are largely independent of land use
assignments, but rather are a function of development scope and maximum area of disturbance.
Irrespective of the site’s land use designation, development of the site to its maximum potential
would likely occur, with disturbance of the entire site occurring during construction activities.
Operational Impacts – Consistency Criterion 2
The City of Orange General Plan designates the Project site for GC uses. The GC designation
allows for a wide range of retail and service commercial uses and professional offices. Regional
shopping centers, mid-rise office projects, corridor shopping districts, and neighborhood corner
stores are permitted uses (5).
As previously stated, the Project proposes the development of up to 62 multi-family affordable
housing residential DUs which is not consistent with the City’s land use designation. The Project
would require a Development Code Amendment from GC to MDR (i.e., Zone Change). It should
be noted that the Project would generate less vehicular traffic and consequently fewer emissions
than if the Project site were developed consistent with its GC designation.
AQMP CONSISTENCY CONCLUSION
The Project would not have the potential to result in or cause NAAQS or CAAQS violations. The
Project’s development intensity is consistent with, and in fact would generate fewer emissions
than the development intensities allowed within the General Plan as previously stated.
Additionally, Project construction and operational-source emissions would not exceed the
regional or localized significance thresholds. The Project is therefore considered to be consistent
with the AQMP.
3.11 POTENTIAL IMPACTS TO SENSITIVE RECEPTORS
The potential impact of Project-generated air pollutant emissions at sensitive receptors has also
been considered. Sensitive receptors can include uses such as long-term health care facilities,
rehabilitation centers, and retirement homes. Residences, schools, playgrounds, childcare
centers, and athletic facilities can also be considered as sensitive receptors.
Results of the LST analysis indicate that, the Project would not exceed the SCAQMD localized
significance thresholds during construction. Therefore, sensitive receptors would not be exposed
to substantial pollutant concentrations during Project construction.
Results of the LST analysis indicate that the Project would not exceed the SCAQMD localized
significance thresholds during operational activity. Further Project traffic would not create or
result in a CO “hotspot.” Therefore, sensitive receptors would not be exposed to substantial
pollutant concentrations as the result of Project operations.
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3.11.1 FRIANT RANCH CASE
In December 2018, in the case of Sierra Club v. County of Fresno (2018) 6 Cal.5th 502, California
Supreme Court held that an Environmental Impact Report’s (EIR) air quality analysis must
meaningfully connect the identified air quality impacts to the human health consequences of
those impacts, or meaningfully explain why that analysis cannot be provided. As noted in the
Brief of Amicus Curiae by the SCAQMD in the Friant Ranch case (April 6, 2015, Appendix 3.4)
(Brief), SCAQMD has among the most sophisticated air quality modeling and health impact
evaluation capability of any of the air districts in the State, and thus it is uniquely situated to
express an opinion on how lead agencies should correlate air quality impacts with specific health
outcomes (37).
The SCAQMD discusses that it may be infeasible to quantify health risks caused by projects similar
to the proposed Project, due to many factors. It is necessary to have data regarding the sources
and types of air toxic contaminants, location of emission points, velocity of emissions, the
meteorology and topography of the area, and the location of receptors (worker and residence)
(37). The Brief states that it may not be feasible to perform a health risk assessment for airborne
toxics that will be emitted by a generic industrial building that was built on "speculation" (i.e.,
without knowing the future tenant(s))5 (37). Even where a health risk assessment can be
prepared, however, the resulting maximum health risk value is only a calculation of risk --it does
not necessarily mean anyone will contract cancer as a result of the Project (37). The Brief also
cites the author of the CARB methodology, which reported that a PM2.5 methodology is not suited
for small projects and may yield unreliable results (37). Similarly, SCAQMD staff does not
currently know of a way to accurately quantify O3-related health impacts caused by NOX or VOC
emissions from relatively small projects, due to photochemistry and regional model limitations
(37). The Brief concludes, with respect to the Friant Ranch EIR, that although it may have been
technically possible to plug the data into a methodology, the results would not have been reliable
or meaningful (37).
On the other hand, for extremely large regional projects (unlike the proposed Project), the
SCAQMD states that it has been able to correlate potential health outcomes for very large
emissions sources – as part of their rulemaking activity, specifically 6,620 lbs/day of NOX and
89,180 lbs/day of VOC were expected to result in approximately 20 premature deaths per year
and 89,947 school absences due to O3 (37).
The proposed Project does not generate anywhere near 6,620 lbs/day of NOX or 89,190 lbs/day
of VOC emissions. The proposed Project would generate 27.18 lbs/day of NOX during construction
and 40.24 lbs/day of NOX during operations (0.41% and 0.05% of 6,620 lbs/day, respectively). The
Project would also generate 3.28 lbs/day of VOC emissions during construction and 2.50 lbs/day
of VOC emissions during operations (0.05% and 0.003% of 89,190 lbs/day, respectively).
Therefore, the proposed Project’s emissions are not sufficiently high enough to use a regional
modeling program to correlate health effects on a basin-wide level.
5 It should also be noted that the actual occurrence of specific health conditions is based on numerous other factors that are infeasible to
quantify, such as an individual’s genetic predisposition, diet, exercise regiment, stress, and other behavioral characteristics.
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Notwithstanding, this AQIA does evaluate the proposed Project’s localized impact to air quality
for emissions of CO, NOX, PM10, and PM2.5 by comparing the Proposed Project’s on-site emissions
to the SCAQMD’s applicable LST thresholds. As evaluated in this AQIA, the proposed Project
would not result in emissions that exceeded the SCAQMD’s LSTs. Therefore, the proposed Project
would not be expected to exceed the most stringent applicable federal or state ambient air
quality standards for emissions of CO, NOX, PM10, and PM2.5.
3.12 ODORS
The potential for the Project to generate objectionable odors has also been considered. Land
uses generally associated with odor complaints include:
• Agricultural uses (livestock and farming)
• Wastewater treatment plants
• Food processing plants
• Chemical plants
• Composting operations
• Refineries
• Landfills
• Dairies
• Fiberglass molding facilities
The Project does not contain land uses typically associated with emitting objectionable odors.
Potential odor sources associated with the proposed Project may result from construction
equipment exhaust and the application of asphalt and architectural coatings during construction
activities and the temporary storage of typical solid waste (refuse) associated with the proposed
Project’s (long-term operational) uses. Standard construction requirements would minimize
odor impacts from construction. The construction odor emissions would be temporary, short-
term, and intermittent in nature and would cease upon completion of the respective phase of
construction and is thus considered less than significant. It is expected that Project-generated
refuse would be stored in covered containers and removed at regular intervals in comp liance
with the City’s solid waste regulations. The proposed Project would also be required to comply
with SCAQMD Rule 402 to prevent occurrences of public nuisances. Therefore, odors associated
with the proposed Project construction and operations would be less than significant and no
mitigation is required (38).
3.13 CUMULATIVE IMPACTS
As previously shown in Table 2-3, the CAAQS designate the Project site as nonattainment for O3
PM10, and PM2.5 while the NAAQS designates the Project site as nonattainment for O3 and
PM2.5.
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The SCAQMD has published the White Paper on Potential Control Strategies to Address Cumulative
Impacts from Air Pollution which addresses the cumulative impacts from air pollution (39). In this
report the SCAQMD clearly states:
“…the AQMD [Air Quality Management District] uses the same significance
thresholds for project specific and cumulative impacts for all environmental topics
analyzed in an Environmental Assessment or EIR. The only case where the
significance thresholds for project specific and cumulative impacts differ is the HI
[Hazard Index] significance threshold for toxic air contaminant (TAC) emissions.
The project specific (project increment) significance threshold is HI > 1.0 while the
cumulative (facility-wide) is HI > 3.0. It should be noted that the HI is only one of
three TAC emission significance thresholds considered (when applicable) in a CEQA
analysis. The other two are the maximum individual cancer risk (MICR) and the
cancer burden, both of which use the same significance thresholds (MICR of 10 in
1 million and cancer burden of 0.5) for project specific and cumulative impacts.
Projects that exceed the project-specific significance thresholds are considered by
the SCAQMD to be cumulatively considerable. This is the reason project-specific and
cumulative significance thresholds are the same. Conversely, projects that do not
exceed the project-specific thresholds are generally not considered to be
cumulatively significant.”
Therefore, this analysis assumes that individual projects that do not generate operational or
construction emissions that exceed the SCAQMD’s recommended daily thresholds for project-
specific impacts would also not cause a cumulatively considerable increase in emissions for those
pollutants for which the Basin is in nonattainment, and, therefore, would not be considered to
have a significant, adverse air quality impact. Alternatively, individual project-related
construction and operational emissions that exceed SCAQMD thresholds for project-specific
impacts would be considered cumulatively considerable.
CONSTRUCTION IMPACTS
The Project‐specific evaluation of emissions presented in the preceding analysis demonstrates
that Project construction-source air pollutant emissions would not result in exceedances of
regional thresholds. Therefore, Project construction-source emissions would be considered less
than significant on a project-specific and cumulative basis.
OPERATIONAL IMPACTS
The Project‐specific evaluation of emissions presented in the preceding analysis demonstrates
that Project operational-source air pollutant emissions would not result in exceedances of
regional thresholds. Therefore, Project operational-source emissions would be considered less
than significant on a project-specific and cumulative basis.
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4 REFERENCES
1. State of California. 2019 CEQA California Environmental Quality Act. 2019.
2. South Coast Air Quality Management District. RULE 403. FUGITIVE DUST. [Online]
https://www.aqmd.gov/docs/default-source/rule-book/rule-iv/rule-403.pdf?sfvrsn=4.
3. —. RULE 445. Wood-Burning Devices. [Online] http://www.aqmd.gov/docs/default-source/rule-
book/rule-iv/rule-445.pdf.
4. —. RULE 1113. Architectural Coatings. [Online] http://www.aqmd.gov/docs/default-source/rule-
book/reg-xi/r1113.pdf.
5. City of Orange. City of Orange General Plan. [Online] 2010.
https://www.cityoforange.org/DocumentCenter/View/570/General-Plan---Land-Use-PDF.
6. South Coast Air Quality Management District. Southern California Air Basins. [Online]
https://www.arb.ca.gov/msprog/onroad/porttruck/maps/scabc7map.pdf.
7. —. Guidance Document for Addressing Air Quality Issues in General Plans and Local Planning. 2005.
8. St. Croix Sensory, Inc. The "Gray Line" Between Odor Nuisance and Health Effects. 2000.
9. California Air Resources Board. Ambient Air Quality Standards (AAQS). [Online] 2016.
http://www.arb.ca.gov/research/aaqs/aaqs2.pdf.
10. United State Environmental Protection Agency. Frequent Questions about General Conformity .
EPA. [Online] https://www.epa.gov/general-conformity/frequent-questions-about-general-
conformity#8.
11. South Coast Air Quality Management District. Annual Air Quality Monitoring Network Plan. [Online]
July 2018. http://www.aqmd.gov/docs/default-source/clean-air-plans/air-quality-monitoring-
network-plan/annual-air-quality-monitoring-network-plan-v2.pdf?sfvrsn=2.
12. Air Resources Board. State and National Ambient Air Quality Standards. [Online]
https://www.arb.ca.gov/regact/2019/stateareadesignations/appc.pdf?_ga=2.169398369.15376157
02.1554741141-1192937971.1505156621.
13. District, South Coast Air Quality Management. Air Quality Data Tables. [Online]
https://www.aqmd.gov/home/air-quality/air-quality-data-studies/historical-data-by-year.
14. Environmental Protection Agency. National Ambient Air Quality Standards (NAAQS). [Online] 1990.
https://www.epa.gov/environmental-topics/air-topics.
15. —. Air Pollution and the Clean Air Act. [Online] http://www.epa.gov/air/caa/.
16. United States Environmental Protection Agency. 1990 Clean Air Act Amendment Summary: Title I.
[Online] https://www.epa.gov/clean-air-act-overview/1990-clean-air-act-amendment-summary-
title-i.
17. —. 1990 Clean Air Act Amendment Summary: Title II. [Online] https://www.epa.gov/clean-air-act-
overview/1990-clean-air-act-amendment-summary-title-ii.
18. Air Resources Board. California Ambient Air Quality Standards (CAAQS). [Online] 2009. [Cited: April
16, 2018.] http://www.arb.ca.gov/research/aaqs/caaqs/caaqs.htm.
19. The California Energy Commission. 2019 Building Energy Efficiency Standards . California Energy
Commission. [Online] 2018.
https://www.energy.ca.gov/title24/2019standards/documents/2018_Title_24_2019_Building_Stand
ards_FAQ.pdf.
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20. Department of General Services. Building Standards Commission. CALGreen. [Online]
https://codes.iccsafe.org/content/chapter/15778/.
21. Southern California Association of Governments. 2016-2040 Regional Transportation
Plan/Sustainable Communities Strategy. [Online] April 2016.
http://scagrtpscs.net/Documents/2016/final/f2016RTPSCS.pdf.
22. South Coast Air Quality Management District (SCAQMD). SCAQMD Air Quality Significance
Thresholds. [Online] http://www.aqmd.gov/docs/default-source/ceqa/handbook/scaqmd-air-
quality-significance-thresholds.pdf?sfvrsn=2.
23. California Air Pollution Control Officers Association (CAPCOA). California Emissions Estimator
Model (CalEEMod). [Online] September 2016. www.caleemod.com.
24. California Department of Transportation. EMFAC Software. [Online]
http://www.dot.ca.gov/hq/env/air/pages/emfac.htm.
25. California Air Pollution Control Officers Association (CAPCOA). Appendix A: Calculation Details for
CalEEMod. CalEEMod. [Online] October 2017. http://www.aqmd.gov/docs/default-
source/caleemod/02_appendix-a2016-3-2.pdf?sfvrsn=6.
26. Urban Crossroads, Inc. Orange Corporate Yard Affordable Housing Trip Generation Evaluation. 2020.
27. South Coast Air Quality Management District. Localized Significance Thresholds Methodology. s.l. :
South Coast Air Quality Managment District, 2003.
28. Lake Environmental. US EPA Models. Lake Environmental. [Online]
http://www.weblakes.com/download/us_epa.html.
29. South Coast Air Quality Management District. Fact Sheet for Applying CalEEMod to Localized
Significance Thresholds. [Online] http://www.aqmd.gov/docs/default-
source/ceqa/handbook/localized-significance-thresholds/caleemod-guidance.pdf.
30. Urban Crossroads, Inc. Orange Corporate Yard Affordable Housing Noise Impact Analysis. 2020.
31. South Coast Air Quality Management District. 2003 Air Quality Management Plan. [Online] 2003.
http://www.aqmd.gov/docs/default-source/clean-air-plans/air-quality-management-plans/2003-air-
quality-management-plan/2003-aqmp-appendix-v.pdf.
32. —. 2003 Air Quality Management Plan. [Online] 2003. https://www.aqmd.gov/home/air-
quality/clean-air-plans/air-quality-mgt-plan/2003-aqmp.
33. Bay Area Air Quality Management District. [Online] http://www.baaqmd.gov/.
34. South Coast Air Quality Management District. Final 2016 Air Quality Management Plan (AQMP).
[Online] March 2017. http://www.aqmd.gov/docs/default-source/clean-air-plans/air-quality-
management-plans/2016-air-quality-management-plan/final-2016-
aqmp/final2016aqmp.pdf?sfvrsn=11.
35. Southern California Association of Governments. 2016-2040 Regional Transportation
Plan/Sustainable Communities Strategy. [Online] April 2016.
http://scagrtpscs.net/Documents/2016/final/f2016RTPSCS.pdf.
36. South coast Air Quality Management District. CEQA Air Quality Handbook (1993). 1993.
37. South Coast Air Quality Management District. Sierra Club, Revive the San Joaquin and League of
Women Voters of Fresno, Plaintiffs and Appellants, v. County of Fresno, Defendant and Respondent
and, Friant Ranchm L.P. Real Party in Interest and Respondent. [Online] 2015.
https://www.courts.ca.gov/documents/9-s219783-ac-south-coast-air-quality-mgt-dist-041315.pdf.
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38. —. RULE 402 NUISANCE. [Online] http://www.aqmd.gov/docs/default-source/rule-book/rule-iv/rule-
402.pdf.
39. Goss, Tracy A and Kroeger, Amy. White Paper on Potential Control Strategies to Address Cumulative
Impacts from Air Pollution. [Online] South Coast Air Quality Management District, 2003.
http://www.aqmd.gov/docs/default-source/Agendas/Environmental-Justice/cumulative-impacts-
working-group/cumulative-impacts-white-paper-appendix.pdf.
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5 CERTIFICATIONS
The contents of this air study report represent an accurate depiction of the environmental
impacts associated with the proposed Orange Corporate Yard Affordable Housing Project. The
information contained in this air quality impact assessment report is based on the best available
data at the time of preparation. If you have any questions, please contact me directly at (949)
336-5987.
Haseeb Qureshi
Associate Principal
URBAN CROSSROADS, INC.
260 E. Baker St., Suite 200
Costa Mesa, CA 92626
(949) 336-5987
hqureshi@urbanxroads.com
EDUCATION
Master of Science in Environmental Studies
California State University, Fullerton • May 2010
Bachelor of Arts in Environmental Analysis and Design
University of California, Irvine • June 2006
PROFESSIONAL AFFILIATIONS
AEP – Association of Environmental Planners
AWMA – Air and Waste Management Association
ASTM – American Society for Testing and Materials
PROFESSIONAL CERTIFICATIONS
Environmental Site Assessment – American Society for Testing and Materials • June 2013
Planned Communities and Urban Infill – Urban Land Institute • June 2011
Indoor Air Quality and Industrial Hygiene – EMSL Analytical • April 2008
Principles of Ambient Air Monitoring – CARB • August 2007
AB2588 Regulatory Standards – Trinity Consultants • November 2006
Air Dispersion Modeling – Lakes Environmental • June 2006
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APPENDIX 2.1:
STATE/FEDERAL ATTAINMENT STATUS OF CRITERIA POLLUTANTS
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APPENDIX C
MAPS AND TABLES OF AREA DESIGNATIONS FOR
STATE AND NATIONAL AMBIENT AIR QUALITY STANDARDS
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C-1
APPENDIX C
MAPS AND TABLES OF AREA DESIGNATIONS FOR
STATE AND NATIONAL AMBIENT AIR QUALITY STANDARDS
This attachment fulfills the requirement of Health and Safety Code section 40718 for
CARB to publish maps that identify areas where one or more violations of any State
ambient air quality standard (State standard) or national ambient air quality standard
(national standard) have been measured. The national standards are those
promulgated under section 109 of the federal Clean Air Act (42 U.S.C. 7409).
This attachment is divided into three parts. The first part comprises a table showing the
levels, averaging times, and measurement methods for each of the State and national
standards. This is followed by a section containing maps and tables showing the area
designations for each pollutant for which there is a State standard in the California Code
of Regulations, title 17, section 70200. The last section contains maps and tables
showing the most current area designations for the national standards.
C-2
Concentration 3 Method 4 Primary 3,5 Secondary 3,6 Method 7
1 Hour 0.09 ppm (180 µg/m
3)—
8 Hour 0.070 ppm (137 µg/m
3)0.070 ppm (137 µg/m3)
24 Hour 50 µg/m3 150 µg/m3
Annual Arithmetic
Mean 20 µg/m3 —
24 Hour ——35 µg/m3 Same as Primary
Standard
Annual Arithmetic
Mean 12 µg/m3 Gravimetric or Beta
Attenuation 12.0 µg/m3 15 µg/m3
1 Hour 20 ppm (23 mg/m
3)35 ppm (40 mg/m3)—
8 Hour 9.0 ppm (10 mg/m
3)9 ppm (10 mg/m3)—
8 Hour (Lake
Tahoe)6 ppm (7 mg/m3)——
1 Hour 0.18 ppm (339 µg/m
3)100 ppb (188 μg/m3)—
Annual Arithmetic
Mean 0.030 ppm (57 µg/m3)0.053 ppm (100 µg/m3)Same as Primary
Standard
1 Hour 0.25 ppm (655 µg/m
3)75 ppb (196 μg/m3)—
3 Hour ——0.5 ppm (1300
µg/m3)
24 Hour 0.04 ppm (105 µg/m
3)0.14 ppm
(for certain areas)11 —
Annual Arithmetic
Mean —0.030 ppm
(for certain areas)11 —
30 Day Average 1.5 µg/m
3 ——
Calendar Quarter —1.5 µg/m3
(for certain areas)12
Rolling 3-Month
Average —0.15 µg/m3
Visibility
Reducing
Particles14
8 Hour See footnote 14
Beta Attenuation and
Transmittance
through Filter Tape
Sulfates 24 Hour 25 µg/m3 Ion Chromatography
Hydrogen
Sulfide 1 Hour 0.03 ppm (42 µg/m
3)Ultraviolet
Fluorescence
Vinyl
Chloride 12 24 Hour 0.01 ppm (26 µg/m
3)Gas
Chromatography
See footnotes on next page …
Lead12,13 Atomic Absorption
High Volume
Sampler and Atomic
AbsorptionSame as Primary
Standard
No
National
Standards
Nitrogen
Dioxide
(NO2 )10
Gas Phase
Chemiluminescence
Gas Phase
Chemiluminescence
Sulfur Dioxide
(SO2 )11
Ultraviolet
Fluorescence
Ultraviolet
Flourescence;
Spectrophotometry
(Pararosaniline
Method)
Fine
Particulate
Matter
(PM2.5)9
Inertial Separation
and Gravimetric
Analysis
Carbon
Monoxide
(CO)
Non-Dispersive
Infrared Photometry
(NDIR)
Non-Dispersive
Infrared Photometry
(NDIR)
Ozone (O3)8 Ultraviolet Photometry Same as Primary
Standard
Ultraviolet
Photometry
Respirable
Particulate
Matter (PM10)9
Gravimetric or Beta
Attenuation
Same as Primary
Standard
Inertial Separation
and Gravimetric
Analysis
Ambient Air Quality Standards
Pollutant Averaging
Time
California Standards 1 National Standards 2
(Updated 5/4/16)
C-3
1. California standards for ozone, carbon monoxide (except 8-hour Lake Tahoe), sulfur dioxide (1- and 24-hour), nitrogen dioxide,
and particulate matter (PM10, PM2.5, and visibility reducing particles), are values that are not to be exceeded. All others are not to
be equaled or exceeded. California ambient air quality standards are listed in the Table of Standards in Section 70200 of Title 17
of the California Code of Regulations.
2. National standards (other than ozone, particulate matter, and those based on annual arithmetic mean) are not to be exceeded more
than once a year. The ozone standard is attained when the fourth highest 8-hour concentration measured at each site in a year,
averaged over three years, is equal to or less than the standard. For PM10, the 24-hour standard is attained when the expected
number of days per calendar year with a 24-hour average concentration above 150 µg/m3 is equal to or less than one. For PM2.5,
the 24-hour standard is attained when 98 percent of the daily concentrations, averaged over three years, are equal to or less than
the standard. Contact the U.S. EPA for further clarification and current national policies.
3. Concentration expressed first in units in which it was promulgated. Equivalent units given in parentheses are based upon a
reference temperature of 25°C and a reference pressure of 760 torr. Most measurements of air quality are to be corrected to a
reference temperature of 25°C and a reference pressure of 760 torr; ppm in this table refers to ppm by volume, or micromoles of
pollutant per mole of gas.
4. Any equivalent measurement method which can be shown to the satisfaction of the CARB to give equivalent results at or near the
level of the air quality standard may be used.
5. National Primary Standards: The levels of air quality necessary, with an adequate margin of safety to protect the public health.
6. National Secondary Standards: The levels of air quality necessary to protect the public welfare from any known or anticipated
adverse effects of a pollutant.
7. Reference method as described by the U.S. EPA. An “equivalent method” of measurement may be used but must have a
“consistent relationship to the reference method” and must be approved by the U.S. EPA.
8. On October 1, 2015, the national 8-hour ozone primary and secondary standards were lowered from 0.075 to 0.070 ppm.
9. On December 14, 2012, the national annual PM2.5 primary standard was lowered from 15 μg/m3 to 12.0 μg/m3. The existing
national 24-hour PM2.5 standards (primary and secondary) were retained at 35 μg/m3, as was the annual secondary standard of
15 μg/m3. The existing 24-hour PM10 standards (primary and secondary) of 150 μg/m3 also were retained. The form of the
annual primary and secondary standards is the annual mean, averaged over 3 years.
10. To attain the 1-hour national standard, the 3-year average of the annual 98th percentile of the 1-hour daily maximum
concentrations at each site must not exceed 100 ppb. Note that the national 1-hour standard is in units of parts per billion (ppb).
California standards are in units of parts per million (ppm). To directly compare the national 1-hour standard to the California
standards the units can be converted from ppb to ppm. In this case, the national standard of 100 ppb is identical to 0.100 ppm.
11. On June 2, 2010, a new 1-hour SO2 standard was established and the existing 24-hour and annual primary standards were
revoked. To attain the 1-hour national standard, the 3-year average of the annual 99th percentile of the 1-hour daily maximum
concentrations at each site must not exceed 75 ppb. The 1971 SO2 national standards (24-hour and annual) remain in effect until
one year after an area is designated for the 2010 standard, except that in areas designated nonattainment for the 1971 standards, the
1971 standards remain in effect until implementation plans to attain or maintain the 2010 standards are approved.
Note that the 1-hour national standard is in units of parts per billion (ppb). California standards are in units of parts per million
(ppm). To directly compare the 1-hour national standard to the California standard the units can be converted to ppm. In this case,
the national standard of 75 ppb is identical to 0.075 ppm.
12. The CARB has identified lead and vinyl chloride as 'toxic air contaminants' with no threshold level of exposure for adverse health
effects determined. These actions allow for the implementation of control measures at levels below the ambient concentrations
specified for these pollutants.
13. The national standard for lead was revised on October 15, 2008 to a rolling 3-month average. The 1978 lead standard (1.5 μg/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 standard, the 1978 standard remains in effect until implementation plans to attain or
maintain the 2008 standard are approved.
14. In 1989, the CARB converted both the general statewide 10-mile visibility standard and the Lake Tahoe 30-mile visibility
standard to instrumental equivalents, which are "extinction of 0.23 per kilometer" and "extinction of 0.07 per kilometer" for the
statewide and Lake Tahoe Air Basin standards, respectively.
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C-5
Area Designations for the State Ambient Air Quality Standards
The following maps and tables show the area designations for each pollutant with a
State standard set forth in the California Code of Regulations, title 17, section 60200.
Each area is identified as attainment, nonattainment, nonattainment-transitional, or
unclassified for each pollutant, as shown below:
Attainment A
Nonattainment N
Nonattainment-Transitional NA-T
Unclassified U
In general, CARB designates areas by air basin for pollutants with a regional impact and
by county for pollutants with a more local impact. However, when there are areas within
an air basin or county with distinctly different air quality deriving from sources and
conditions not affecting the entire air basin or county, CARB may designate a smaller
area. Generally, when boundaries of the designated area differ from the air basin or
county boundaries, the description of the specific area is referenced at the bottom of the
summary table.
C-6
FIGURE 1
C-7
TABLE 1
California Ambient Air Quality Standards
Area Designations for Ozone (1)
N NA-T U A N NA-T U A
GREAT BASIN VALLEYS AIR BASIN NORTHEAST PLATEAU AIR BASIN X
Alpine County X SACRAMENTO VALLEY AIR BASIN
Inyo County X Colusa and Glenn Counties X
Mono County X Sutter/Yuba Counties
LAKE COUNTY AIR BASIN X Sutter Buttes X
LAKE TAHOE AIR BASIN X Remainder of Sutter County X
MOJAVE DESERT AIR BASIN X Yuba County X
MOUNTAIN COUNTIES AIR BASIN Yolo/Solano Counties X
Amador County X Remainder of Air Basin X
Calaveras County X SALTON SEA AIR BASIN X
El Dorado County (portion) X SAN DIEGO AIR BASIN X
Mariposa County X SAN FRANCISCO BAY AREA AIR BASIN X
Nevada County X SAN JOAQUIN VALLEY AIR BASIN X
Placer County (portion) X SOUTH CENTRAL COAST AIR BASIN
Plumas County X San Luis Obispo County X
Sierra County X Santa Barbara County X
Tuolumne County X Ventura County X
NORTH CENTRAL COAST AIR BASIN X SOUTH COAST AIR BASIN X
NORTH COAST AIR BASIN X
(1) AB 3048 (Olberg) and AB 2525 (Miller) signed into law in 1996, made changes to Health and Safety Code, section 40925.5. One of
the changes allows nonattainment districts to become nonattainment-transitional for ozone by operation of law.
C-8
FIGURE 2
C-9
TABLE 2
California Ambient Air Quality Standards
Area Designation for Suspended Particulate Matter (PM10)
N U A N U A
GREAT BASIN VALLEYS AIR BASIN X NORTH CENTRAL COAST AIR BASIN X
LAKE COUNTY AIR BASIN X NORTH COAST AIR BASIN
LAKE TAHOE AIR BASIN X Del Norte, Sonoma (portion) and Trinity Counties X
MOJAVE DESERT AIR BASIN X Remainder of Air Basin X
MOUNTAIN COUNTIES AIR BASIN NORTHEAST PLATEAU AIR BASIN
Amador County X Siskiyou County X
Calaveras County X Remainder of Air Basin X
El Dorado County (portion) X SACRAMENTO VALLEY AIR BASIN
Mariposa County Shasta County X
- Yosemite National Park X Remainder of Air Basin X
- Remainder of County X SALTON SEA AIR BASIN X
Nevada County X SAN DIEGO AIR BASIN X
Placer County (portion) X SAN FRANCISCO BAY AREA AIR BASIN X
Plumas County X SAN JOAQUIN VALLEY AIR BASIN X
Sierra County X SOUTH CENTRAL COAST AIR BASIN X
Tuolumne County X SOUTH COAST AIR BASIN X
C-10
FIGURE 3
C-11
TABLE 3
California Ambient Air Quality Standards
Area Designations for Fine Particulate Matter (PM2.5)
N U A N U A
GREAT BASIN VALLEYS AIR BASIN X SALTON SEA AIR BASIN
LAKE COUNTY AIR BASIN X Imperial County
LAKE TAHOE AIR BASIN X - City of Calexico (3) X
MOJAVE DESERT AIR BASIN Remainder of Air Basin X
San Bernardino County SAN DIEGO AIR BASIN X
- County portion of federal Southeast
Desert Modified AQMA for Ozone (1) X SAN FRANCISCO BAY AREA AIR BASIN X
SAN JOAQUIN VALLEY AIR BASIN X
Remainder of Air Basin X SOUTH CENTRAL COAST AIR BASIN
MOUNTAIN COUNTIES AIR BASIN San Luis Obispo County X
Plumas County Santa Barbara County X
- Portola Valley (2) X Ventura County X
Remainder of Air Basin X SOUTH COAST AIR BASIN X
NORTH CENTRAL COAST AIR BASIN X
NORTH COAST AIR BASIN X
NORTHEAST PLATEAU AIR BASIN X
SACRAMENTO VALLEY AIR BASIN
Butte County X
Colusa County X
Glenn County X
Placer County (portion) X
Sacramento County X
Shasta County X
Sutter and Yuba Counties X
Remainder of Air Basin X
(1) California Code of Regulations, title 17, section 60200(b)
(2) California Code of Regulations, title 17, section 60200(c)
(3) California Code of Regulations, title 17, section 60200(a)
C-12
FIGURE 4
C-13
TABLE 4
California Ambient Air Quality Standards
Area Designation for Carbon Monoxide*
N NA-T U A N NA-T U A
GREAT BASIN VALLEYS AIR BASIN SACRAMENTO VALLEY AIR BASIN
Alpine County X Butte County X
Inyo County X Colusa County X
Mono County X Glenn County X
LAKE COUNTY AIR BASIN X Placer County (portion) X
LAKE TAHOE AIR BASIN X Sacramento County X
MOJAVE DESERT AIR BASIN Shasta County X
Kern County (portion) X Solano County (portion) X
Los Angeles County (portion) X Sutter County X
Riverside County (portion) X Tehama County X
San Bernardino County (portion) X Yolo County X
MOUNTAIN COUNTIES AIR BASIN Yuba County X
Amador County X SALTON SEA AIR BASIN X
Calaveras County X SAN DIEGO AIR BASIN X
El Dorado County (portion) X SAN FRANCISCO BAY AREA AIR BASIN X
Mariposa County X SAN JOAQUIN VALLEY AIR BASIN
Nevada County X Fresno County X
Placer County (portion) X Kern County (portion) X
Plumas County X Kings County X
Sierra County X Madera County X
Tuolumne County X Merced County X
NORTH CENTRAL COAST AIR BASIN San Joaquin County X
Monterey County X Stanislaus County X
San Benito County X Tulare County X
Santa Cruz County X SOUTH CENTRAL COAST AIR BASIN X
NORTH COAST AIR BASIN SOUTH COAST AIR BASIN X
Del Norte County X
Humboldt County X
Mendocino County X
Sonoma County (portion) X
Trinity County X
NORTHEAST PLATEAU AIR BASIN X
* The area designated for carbon monoxide is a county or portion of a county
C-14
FIGURE 5
C-15
TABLE 5
California Ambient Air Quality Standards
Area Designation for Nitrogen Dioxide
N U A N U A
GREAT BASIN VALLEYS AIR BASIN X SACRAMENTO VALLEY AIR BASIN X
LAKE COUNTY AIR BASIN X SALTON SEA AIR BASIN X
LAKE TAHOE AIR BASIN X SAN DIEGO AIR BASIN X
MOJAVE DESERT AIR BASIN X SAN FRANCISCO BAY AREA AIR BASIN X
MOUNTAIN COUNTIES AIR BASIN X SAN JOAQUIN VALLEY AIR BASIN X
NORTH CENTRAL COAST AIR BASIN X SOUTH CENTRAL COAST AIR BASIN X
NORTH COAST AIR BASIN X SOUTH COAST AIR BASIN
NORTHEAST PLATEAU AIR BASIN X CA 60 Near-road Portion of San Bernardino,
Riverside, and Los Angeles Counties X
Remainder of Air Basin X
C-16
FIGURE 6
C-17
TABLE 6
California Ambient Air Quality Standards
Area Designation for Sulfur Dioxide*
N U/A N U/A
GREAT BASIN VALLEYS AIR BASIN X SACRAMENTO VALLEY AIR BASIN X
LAKE COUNTY AIR BASIN X SALTON SEA AIR BASIN X
LAKE TAHOE AIR BASIN X SAN DIEGO AIR BASIN X
MOJAVE DESERT AIR BASIN X SAN FRANCISCO BAY AREA AIR BASIN X
MOUNTAIN COUNTIES AIR BASIN X SAN JOAQUIN VALLEY AIR BASIN X
NORTH CENTRAL COAST AIR BASIN X SOUTH CENTRAL COAST AIR BASIN X
NORTH COAST AIR BASIN X SOUTH COAST AIR BASIN X
NORTHEAST PLATEAU AIR BASIN X
* The area designated for sulfur dioxide is a county or portion of a county
C-18
FIGURE 7
C-19
TABLE 7
California Ambient Air Quality Standards
Area Designation for Sulfates
N U A N U A
GREAT BASIN VALLEYS AIR BASIN X SACRAMENTO VALLEY AIR BASIN X
LAKE COUNTY AIR BASIN X SALTON SEA AIR BASIN X
LAKE TAHOE AIR BASIN X SAN DIEGO AIR BASIN X
MOJAVE DESERT AIR BASIN X SAN FRANCISCO BAY AREA AIR BASIN X
MOUNTAIN COUNTIES AIR BASIN X SAN JOAQUIN VALLEY AIR BASIN X
NORTH CENTRAL COAST AIR BASIN X SOUTH CENTRAL COAST AIR BASIN X
NORTH COAST AIR BASIN X SOUTH COAST AIR BASIN X
NORTHEAST PLATEAU AIR BASIN X
C-20
FIGURE 8
C-21
TABLE 8
California Ambient Air Quality Standards
Area Designations for Lead (particulate)*
N U A N U A
GREAT BASIN VALLEYS AIR BASIN X SALTON SEA AIR BASIN X
LAKE COUNTY AIR BASIN X SAN DIEGO AIR BASIN X
LAKE TAHOE AIR BASIN X SAN FRANCISCO BAY AREA AIR BASIN X
MOJAVE DESERT AIR BASIN X SAN JOAQUIN VALLEY AIR BASIN X
MOUNTAIN COUNTIES AIR BASIN X SOUTH CENTRAL COAST AIR BASIN X
NORTH CENTRAL COAST AIR BASIN X SOUTH COAST AIR BASIN X
NORTH COAST AIR BASIN X
NORTHEAST PLATEAU AIR BASIN X
SACRAMENTO VALLEY AIR BASIN X
* The area designated for lead is a county or portion of a county. Since all areas in the State are in attainment for
this standard, air basins are indicated here for simplicity.
C-22
FIGURE 9
C-23
TABLE 9
California Ambient Air Quality Standards
Area Designation for Hydrogen Sulfide*
N NA-T U A N NA-T U A
GREAT BASIN VALLEYS AIR BASIN NORTH CENTRAL COAST AIR BASIN X
Alpine County X NORTH COAST AIR BASIN
Inyo County X Del Norte County X
Mono County X Humboldt County X
LAKE COUNTY AIR BASIN X Mendocino County X
LAKE TAHOE AIR BASIN X Sonoma County (portion)
MOJAVE DESERT AIR BASIN - Geyser Geothermal Area (2) X
Kern County (portion) X - Remainder of County X
Los Angeles County (portion) X Trinity County X
Riverside County (portion) X NORTHEAST PLATEAU AIR BASIN X
San Bernardino County (portion) SACRAMENTO VALLEY AIR BASIN X
- Searles Valley Planning Area (1) X SALTON SEA AIR BASIN X
- Remainder of County X SAN DIEGO AIR BASIN X
MOUNTAIN COUNTIES AIR BASIN SAN FRANCISCO BAY AREA AIR BASIN X
Amador County SAN JOAQUIN VALLEY AIR BASIN X
- City of Sutter Creek X SOUTH CENTRAL COAST AIR BASIN
- Remainder of County X San Luis Obispo County X
Calaveras County X Santa Barbara County X
El Dorado County (portion) X Ventura County X
Mariposa County X SOUTH COAST AIR BASIN X
Nevada County X
Placer County (portion) X
Plumas County X
Sierra County X
Tuolumne County X
* The area designated for hydrogen sulfide is a county or portion of a county
(1) 52 Federal Register 29384 (August 7, 1987)
(2) California Code of Regulations, title 17, section 60200(d)
C-24
FIGURE 10
C-25
TABLE 10
California Ambient Air Quality Standards
Area Designation for Visibility Reducing Particles
N NA-T U A N NA-T U A
GREAT BASIN VALLEYS AIR BASIN X SACRAMENTO VALLEY AIR BASIN X
LAKE COUNTY AIR BASIN X SALTON SEA AIR BASIN X
LAKE TAHOE AIR BASIN X SAN DIEGO AIR BASIN X
MOJAVE DESERT AIR BASIN X SAN FRANCISCO BAY AREA AIR BASIN X
MOUNTAIN COUNTIES AIR BASIN X SAN JOAQUIN VALLEY AIR BASIN X
NORTH CENTRAL COAST AIR BASIN X SOUTH CENTRAL COAST AIR BASIN X
NORTH COAST AIR BASIN X SOUTH COAST AIR BASIN X
NORTHEAST PLATEAU AIR BASIN X
C-26
Area Designations for the National Ambient Air Quality Standards
The following maps and tables show the area designations for each pollutant with
a national ambient air quality standard. Additional information about the federal area
designations is available on the U.S. EPA website:
https://www.epa.gov/green-book
Over the last several years, U.S. EPA has been reviewing the levels of the various
national standards. The agency has already promulgated new standard levels for some
pollutants and is considering revising the levels for others. Information about the status
of these reviews is available on the U.S. EPA website:
https://www.epa.gov/criteria-air-pollutants
Designation Categories
Suspended Particulate Matter (PM10). The U.S. EPA uses three categories to designate
areas with respect to PM10:
• Attainment
• Nonattainment
• Unclassifiable
Ozone, Fine Suspended Particulate Matter (PM2.5), Carbon Monoxide (CO), and
Nitrogen Dioxide (NO2). The U.S. EPA uses two categories to designate areas with
respect to these standards:
• Nonattainment
• Unclassifiable/Attainment
The national 1-hour ozone standard was revoked effective June 15, 2005, and the area
designations map reflects the 2015 national 8-hour ozone standard of
0.070 ppm. Original designations were finalized on August 3, 2018.
On December 14, 2012, the U.S. EPA established a new national annual primary PM2.5
standard of 12.0 µg/m3. New area designations reflecting this revised standard became
final in December 2014. The current designation map reflects the most recently revised
(2012) annual average standard of 12.0 μg/m3 as well as the 24-hour standard of
35 μg/m3, revised in 2006.
On January 22, 2010, the U.S. EPA established a new national 1-hour NO2 standard of
100 parts per billion (ppb) and retained the annual average standard of 53 ppb.
Designations for the primary NO2 standard became effective on February 29, 2012. All
areas of California meet this standard.
Sulfur Dioxide (SO2). The U.S. EPA uses three categories to designate areas with
respect to the 24-hour and annual average sulfur dioxide standards. These
designation categories are:
• Nonattainment,
• Unclassifiable, and
• Attainment/Unclassifiable.
On June 2, 2010, the U.S. EPA established a new primary 1-hour SO2 standard of
75 parts per billion (ppb). At the same time, U.S. EPA revoked the 24-hour and annual
C-27
average standards. Area designations for the 1-hour SO2 standard were finalized on
December 21, 2017 and are reflected in the area designations map.
Lead (particulate). The U.S. EPA promulgated a new rolling 3-month average lead
standard in October 2008 of 0.15 μg/m3. Designations were made for this standard in
November 2010.
Designation Areas
From time to time, the boundaries of the California air basins have been changed to
facilitate the planning process. CARB generally initiates these changes, and they are
not always reflected in the U.S. EPA’s area designations. For purposes of consistency,
the maps in this attachment reflect area designation boundaries and nomenclature as
promulgated by the U.S. EPA. In some cases, these may not be the same as those
adopted by CARB. For example, the national area designations reflect the former
Southeast Desert Air Basin. In accordance with Health and Safety Code
section 39606.1, CARB redefined this area in 1996 to be the Mojave Desert Air Basin
and Salton Sea Air Basin. The definitions and boundaries for all areas designated for
the national standards can be found in Title 40, Code of Federal Regulations (CFR),
Chapter I, Subchapter C, Part 81.305. They are available on the web at:
https://ecfr.io/Title-40/se40.20.81_1305
C-28
FIGURE 11
C-29
TABLE 11
National Ambient Air Quality Standards
Area Designations for 8-Hour Ozone*
N U/A N U/A
GREAT BASIN VALLEYS AIR BASIN X SACRAMENTO VALLEY AIR BASIN
(cont.)
LAKE COUNTY AIR BASIN X Yolo County (2) X
LAKE TAHOE AIR BASIN X Yuba County X
MOUNTAIN COUNTIES AIR BASIN SAN DIEGO COUNTY X
Amador County X SAN FRANCISCO BAY AREA AIR BASIN X
Calaveras County X SAN JOAQUIN VALLEY AIR BASIN X
El Dorado County (portion) (2) X SOUTH CENTRAL COAST AIR BASIN (1)
Mariposa County X San Luis Obispo County
Nevada County - Eastern San Luis Obispo County X
- Western Nevada County X - Remainder of County X
- Remainder of County X Santa Barbara County X
Placer County (portion) (2) X Ventura County
Plumas County X - Area excluding Anacapa and San
Nicolas Islands X
Sierra County X - Channel Islands (1) X
Tuolumne County X SOUTH COAST AIR BASIN (1) X
NORTH CENTRAL COAST AIR BASIN X SOUTHEAST DESERT AIR BASIN
NORTH COAST AIR BASIN X Kern County (portion) X
NORTHEAST PLATEAU AIR BASIN X - Indian Wells Valley X
SACRAMENTO VALLEY AIR BASIN Imperial County X
Butte County X Los Angeles County (portion) X
Colusa County X Riverside County (portion)
Glenn County X - Coachella Valley X
Sacramento Metro Area (2) X - Non-AQMA portion X
Shasta County X San Bernardino County
Sutter County - Western portion (AQMA) X
- Sutter Buttes X - Eastern portion (non-AQMA) X
- Southern portion of Sutter
County (2) X
- Remainder of Sutter County X
Tehama County
- Tuscan Buttes X
- Remainder of Tehama County X
* Definitions and references for all areas can be found in 40 CFR, Chapter I, Part 81.305.
NOTE: This map and table reflect the 2015 8-hour ozone standard of 0.070 ppm.
(1) South Central Coast Air Basin Channel Islands:
Santa Barbara County includes Santa Cruz, San Miguel, Santa Rosa, and Santa Barbara Islands.
Ventura County includes Anacapa and San Nicolas Islands.
South Coast Air Basin:
Los Angeles County includes San Clemente and Santa Catalina Islands.
(2) For this purpose, the Sacramento Metro Area comprises all of Sacramento and Yolo Counties, the Sacramento Valley Air
Basin portion of Solano County, the southern portion of Sutter County, and the Sacramento Valley and Mountain Counties Air
Basins portions of Placer and El Dorado counties.
C-30
FIGURE 12
C-31
TABLE 12
National Ambient Air Quality Standards
Area Designations for Suspended Particulate Matter (PM10)*
N U A N U A
GREAT BASIN VALLEYS AIR
BASIN SAN DIEGO COUNTY X
Alpine County X SAN FRANCISCO BAY AREA AIR BASIN X
Inyo County SAN JOAQUIN VALLEY AIR BASIN X
- Owens Valley Planning Area X SOUTH CENTRAL COAST AIR BASIN X
- Coso Junction X SOUTH COAST AIR BASIN X
- Remainder of County X SOUTHEAST DESERT AIR BASIN
Mono County Eastern Kern County
- Mammoth Lake Planning Area X - Indian Wells Valley X
- Mono Lake Basin X - Portion within San Joaquin Valley Planning
Area X
- Remainder of County X - Remainder of County X
LAKE COUNTY AIR BASIN X Imperial County
LAKE TAHOE AIR BASIN X - Imperial Valley Planning Area X
MOUNTAIN COUNTIES AIR BASIN - Remainder of County X
Placer County (portion) (2) X Los Angeles County (portion) X
Remainder of Air Basin X Riverside County (portion)
NORTH CENTRAL COAST AIR
BASIN X - Coachella Valley (3) X
NORTH COAST AIR BASIN X - Non-AQMA portion X
NORTHEAST PLATEAU AIR BASIN X San Bernardino County
SACRAMENTO VALLEY AIR BASIN - Trona X
Butte County X - Remainder of County X
Colusa County X
Glenn County X
Placer County (portion) (2) X
Sacramento County (1) X
Shasta County X
Solano County (portion) X
Sutter County X
Tehama County X
Yolo County X
Yuba County X
* Definitions and references for all areas can be found in 40 CFR, Chapter I, Part 81.305.
(1) Air quality in Sacramento County meets the national PM10 standards. The request for redesignation to
attainment was approved by U.S. EPA in September 2013.
(2) U.S. EPA designation puts the Sacramento Valley Air Basin portion of Placer County in the Mountain Counties
Air Basin.
(3) Air quality in Coachella Valley meets the national PM10 standards. A request for redesignation to attainment has
been submitted to U.S. EPA.
C-32
FIGURE 13
C-33
TABLE 13
National Ambient Air Quality Standards
Area Designations for Fine Particulate Matter (PM2.5)*
N U/A N U/A
GREAT BASIN VALLEYS AIR BASIN X SAN DIEGO COUNTY X
LAKE COUNTY AIR BASIN X SAN FRANCISCO BAY AREA AIR BASIN (2) X
LAKE TAHOE AIR BASIN X SAN JOAQUIN VALLEY AIR BASIN X
MOUNTAIN COUNTIES AIR BASIN SOUTH CENTRAL COAST AIR BASIN X
Plumas County SOUTH COAST AIR BASIN (3) X
- Portola Valley Portion of Plumas X SOUTHEAST DESERT AIR BASIN
- Remainder of Plumas County X Imperial County (portion) (4) X
Remainder of Air Basin X Remainder of Air Basin X
NORTH CENTRAL COAST AIR BASIN X
NORTH COAST AIR BASIN X
NORTHEAST PLATEAU AIR BASIN X
SACRAMENTO VALLEY AIR BASIN
Sacramento Metro Area (1) X
Sutter County X
Yuba County (portion) X
Remainder of Air Basin X
* Definitions and references for all areas can be found in 40 CFR, Chapter I, Part 81.305. This map reflects the 2006 24-
hour PM2.5 standard as well as the 1997 and 2012 PM2.5 annual standards.
(1) For this purpose, Sacramento Metro Area comprises all of Sacramento and portions of El Dorado, Placer, Solano, and
Yolo Counties. Air quality in this area meets the national PM2.5 standards. A Determination of Attainment for the 2006
24-hour PM2.5 standard was made by U.S. EPA in June 2017.
(2) Air quality in this area meets the national PM2.5 standards. A Determination of Attainment for the 2006 24-hour PM2.5
standard was made by U.S. EPA in June 2017.
(3) Those lands of the Santa Rosa Band of Cahulla Mission Indians in Riverside County are designated
Unclassifiable/Attainment.
(4) That portion of Imperial County encompassing the urban and surrounding areas of Brawley, Calexico, El Centro,
Heber, Holtville, Imperial, Seeley, and Westmorland. Air quality in this area meets the national PM2.5 standards. A
Determination of Attainment for the 2006 24-hour PM2.5 standard was made by U.S. EPA in June 2017.
C-34
FIGURE 14
C-35
TABLE 14
National Ambient Air Quality Standards
Area Designations for Carbon Monoxide*
N U/A N U/A
GREAT BASIN VALLEYS AIR BASIN X SACRAMENTO VALLEY AIR BASIN X
LAKE COUNTY AIR BASIN X SAN DIEGO COUNTY X
LAKE TAHOE AIR BASIN X SAN FRANCISCO BAY AREA AIR BASIN X
MOUNTAIN COUNTIES AIR BASIN X SAN JOAQUIN VALLEY AIR BASIN X
NORTH CENTRAL COAST AIR BASIN X SOUTH CENTRAL COAST AIR BASIN X
NORTH COAST AIR BASIN X SOUTH COAST AIR BASIN X
NORTHEAST PLATEAU AIR BASIN X SOUTHEAST DESERT AIR BASIN X
* Definitions and references for all areas can be found in 40 CFR, Chapter I, Part 81.305.
C-36
FIGURE 15
C-37
TABLE 15
National Ambient Air Quality Standards
Area Designations for Nitrogen Dioxide*
N U/A N U/A
GREAT BASIN VALLEYS AIR BASIN X SACRAMENTO VALLEY AIR BASIN X
LAKE COUNTY AIR BASIN X SAN DIEGO COUNTY X
LAKE TAHOE AIR BASIN X SAN FRANCISCO BAY AREA AIR BASIN X
MOUNTAIN COUNTIES AIR BASIN X SAN JOAQUIN VALLEY AIR BASIN X
NORTH CENTRAL COAST AIR BASIN X SOUTH CENTRAL COAST AIR BASIN X
NORTH COAST AIR BASIN X SOUTH COAST AIR BASIN X
NORTHEAST PLATEAU AIR BASIN X SOUTHEAST DESERT AIR BASIN X
* Definitions and references for all areas can be found in 40 CFR, Chapter I, Part 81.305.
C-38
FIGURE 16
C-39
TABLE 16
National Ambient Air Quality Standards
Area Designations for Sulfur Dioxide*
N U/A N U/A
GREAT BASIN VALLEYS AIR BASIN X SOUTH CENTRAL COAST AIR BASIN
LAKE COUNTY AIR BASIN X San Luis Obispo County X
LAKE TAHOE AIR BASIN X Santa Barbara County X
MOUNTAIN COUNTIES AIR BASIN X Ventura County X
NORTH CENTRAL COAST AIR BASIN X Channel Islands (1) X
NORTH COAST AIR BASIN X SOUTH COAST AIR BASIN X
NORTHEAST PLATEAU AIR BASIN X SOUTHEAST DESERT AIR BASIN
SACRAMENTO VALLEY AIR BASIN X Imperial County X
SAN DIEGO COUNTY X Remainder of Air Basin X
SAN FRANCISCO BAY AREA AIR BASIN X
SAN JOAQUIN VALLEY AIR BASIN
Fresno County X
Kern County (portion) X
Kings County X
Madera County X
Merced County X
San Joaquin County X
Stanislaus County X
Tulare County X
* Definitions and references for all areas can be found in 40 CFR, Chapter I, Part 81.305.
NOTE: This map and table reflect the 2010 1-hour SO2 standard of 75 ppb.
(1) South Central Coast Air Basin Channel Islands:
Santa Barbara County includes Santa Cruz, San Miguel, Santa Rosa, and Santa Barbara Islands.
Ventura County includes Anacapa and San Nicolas Islands.
Note that the San Clemente and Santa Catalina Islands are considered part of Los Angeles County, and therefore, are included
as part of the South Coast Air Basin.
C-40
FIGURE 17
C-41
TABLE 17
National Ambient Air Quality Standards
Area Designations for Lead (particulate)
N U/A N U/A
GREAT BASIN VALLEYS AIR BASIN X SAN DIEGO COUNTY X
LAKE COUNTY AIR BASIN X SAN FRANCISCO BAY AREA AIR BASIN X
LAKE TAHOE AIR BASIN X SAN JOAQUIN VALLEY AIR BASIN X
MOUNTAIN COUNTIES AIR BASIN X SOUTH CENTRAL COAST AIR BASIN X
NORTH CENTRAL COAST AIR BASIN X SOUTH COAST AIR BASIN
NORTH COAST AIR BASIN X Los Angeles County (portion) (1) X
NORTHEAST PLATEAU AIR BASIN X Remainder of Air Basin X
SACRAMENTO VALLEY AIR BASIN X SOUTHEAST DESERT AIR BASIN X
(1) Portion of County in Air Basin, not including Channel Islands
Orange Corporate Yard Affordable Housing Air Quality Impact Analysis
13209-02 AQ Report
APPENDIX 3.1:
CALEEMOD EMISSIONS MODEL OUTPUTS
Orange Corporate Yard Affordable Housing Air Quality Impact Analysis
13209-02 AQ Report
This page intentionally left blank
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population
Parking Lot 0.91 Acre 0.91 39,639.60 0
Apartments Mid Rise 62.00 Dwelling Unit 1.63 62,000.00 177
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
8
Wind Speed (m/s)Precipitation Freq (Days)2.2 30
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
2021Operational Year
CO2 Intensity
(lb/MWhr)
702.44 0.029CH4 Intensity
(lb/MWhr)
0.006N2O Intensity
(lb/MWhr)
Orange Corporate Yard
Orange County, Summer
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 1 of 70
Orange Corporate Yard - Orange County, Summer
Project Characteristics -
Land Use - Total Project Area is 2.54 acres.
Construction Phase -
Off-road Equipment - Hours are based on an 8-hour workday.
Off-road Equipment - Hours are based on an 8-hour workday.
Off-road Equipment - Hours are based on an 8-hour workday.
Off-road Equipment -
Off-road Equipment - Hours are based on an 8-hour workday.
Grading - For purposes of analysis, total acres graded per day is based on the equipment specific grading rates (CalEEMod Appendix A) and the equipment list.
Vehicle Trips - Trip Characteristics based on information provided in the Orange Corporate Yard Affordable Housing Trip Generation Evaluation by Urban
Crossroads, Inc.
Woodstoves - Rule 445
Energy Use - The Project will design building shells and building components to meet 2019 Title 24 Standards which expects 53% less energy for residential
use due to lighting upgrades.
Construction Off-road Equipment Mitigation - Rule 403
Vehicle Emission Factors - EMFAC2017
Vehicle Emission Factors - EMFAC2017
Vehicle Emission Factors - EMFAC2017
Table Name Column Name Default Value New Value
tblEnergyUse LightingElect 741.44 348.48
tblEnergyUse T24E 179.76 84.49
tblEnergyUse T24NG 5,911.46 2,778.39
tblFireplaces NumberGas 52.70 62.00
tblFireplaces NumberNoFireplace 6.20 0.00
tblFireplaces NumberWood 3.10 0.00
tblGrading AcresOfGrading 3.00 6.00
tblGrading MaterialExported 0.00 914.00
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 2 of 70
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tblOffRoadEquipment UsageHours 6.00 8.00
tblOffRoadEquipment UsageHours 7.00 8.00
tblOffRoadEquipment UsageHours 6.00 8.00
tblOffRoadEquipment UsageHours 7.00 8.00
tblOffRoadEquipment UsageHours 7.00 8.00
tblVehicleEF HHD 0.63 0.03
tblVehicleEF HHD 0.16 0.14
tblVehicleEF HHD 0.08 1.0000e-006
tblVehicleEF HHD 2.36 5.39
tblVehicleEF HHD 1.29 0.84
tblVehicleEF HHD 3.99 0.01
tblVehicleEF HHD 4,116.44 1,057.87
tblVehicleEF HHD 1,683.99 1,517.44
tblVehicleEF HHD 12.64 0.09
tblVehicleEF HHD 20.04 5.92
tblVehicleEF HHD 3.96 3.93
tblVehicleEF HHD 0.02 8.4880e-003
tblVehicleEF HHD 0.06 0.06
tblVehicleEF HHD 0.03 0.04
tblVehicleEF HHD 0.02 0.05
tblVehicleEF HHD 1.1600e-004 1.0000e-006
tblVehicleEF HHD 0.02 8.1210e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.6750e-003 8.7680e-003
tblVehicleEF HHD 0.02 0.05
tblVehicleEF HHD 1.0700e-004 1.0000e-006
tblVehicleEF HHD 1.1800e-004 6.0000e-006
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 3 of 70
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tblVehicleEF HHD 4.9160e-003 2.4300e-004
tblVehicleEF HHD 0.57 0.41
tblVehicleEF HHD 8.9000e-005 4.0000e-006
tblVehicleEF HHD 0.13 0.12
tblVehicleEF HHD 4.6300e-004 1.1210e-003
tblVehicleEF HHD 0.10 4.0000e-006
tblVehicleEF HHD 0.04 9.6940e-003
tblVehicleEF HHD 0.02 0.01
tblVehicleEF HHD 1.9200e-004 1.0000e-006
tblVehicleEF HHD 1.1800e-004 6.0000e-006
tblVehicleEF HHD 4.9160e-003 2.4300e-004
tblVehicleEF HHD 0.68 0.48
tblVehicleEF HHD 8.9000e-005 4.0000e-006
tblVehicleEF HHD 0.31 0.27
tblVehicleEF HHD 4.6300e-004 1.1210e-003
tblVehicleEF HHD 0.11 5.0000e-006
tblVehicleEF HHD 0.59 0.03
tblVehicleEF HHD 0.16 0.14
tblVehicleEF HHD 0.08 1.0000e-006
tblVehicleEF HHD 1.72 5.25
tblVehicleEF HHD 1.30 0.84
tblVehicleEF HHD 3.80 0.01
tblVehicleEF HHD 4,359.67 1,057.02
tblVehicleEF HHD 1,683.99 1,517.44
tblVehicleEF HHD 12.64 0.09
tblVehicleEF HHD 20.68 5.78
tblVehicleEF HHD 3.75 3.72
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 4 of 70
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tblVehicleEF HHD 0.02 7.8070e-003
tblVehicleEF HHD 0.06 0.06
tblVehicleEF HHD 0.03 0.04
tblVehicleEF HHD 0.02 0.05
tblVehicleEF HHD 1.1600e-004 1.0000e-006
tblVehicleEF HHD 0.02 7.4700e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.6750e-003 8.7680e-003
tblVehicleEF HHD 0.02 0.05
tblVehicleEF HHD 1.0700e-004 1.0000e-006
tblVehicleEF HHD 1.6900e-004 9.0000e-006
tblVehicleEF HHD 5.0090e-003 2.4600e-004
tblVehicleEF HHD 0.54 0.43
tblVehicleEF HHD 1.2500e-004 6.0000e-006
tblVehicleEF HHD 0.13 0.12
tblVehicleEF HHD 4.4900e-004 1.1010e-003
tblVehicleEF HHD 0.09 4.0000e-006
tblVehicleEF HHD 0.04 9.6850e-003
tblVehicleEF HHD 0.02 0.01
tblVehicleEF HHD 1.8900e-004 1.0000e-006
tblVehicleEF HHD 1.6900e-004 9.0000e-006
tblVehicleEF HHD 5.0090e-003 2.4600e-004
tblVehicleEF HHD 0.64 0.50
tblVehicleEF HHD 1.2500e-004 6.0000e-006
tblVehicleEF HHD 0.31 0.27
tblVehicleEF HHD 4.4900e-004 1.1010e-003
tblVehicleEF HHD 0.10 4.0000e-006
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 5 of 70
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tblVehicleEF HHD 0.68 0.02
tblVehicleEF HHD 0.16 5.0360e-003
tblVehicleEF HHD 0.08 1.0000e-006
tblVehicleEF HHD 3.25 5.42
tblVehicleEF HHD 1.29 0.46
tblVehicleEF HHD 4.03 0.01
tblVehicleEF HHD 3,780.54 1,027.42
tblVehicleEF HHD 1,683.99 1,421.63
tblVehicleEF HHD 12.64 0.09
tblVehicleEF HHD 19.16 5.92
tblVehicleEF HHD 3.89 3.78
tblVehicleEF HHD 0.02 8.9820e-003
tblVehicleEF HHD 0.06 0.06
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 0.02 0.05
tblVehicleEF HHD 1.1600e-004 1.0000e-006
tblVehicleEF HHD 0.02 8.5930e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.6750e-003 8.5160e-003
tblVehicleEF HHD 0.02 0.05
tblVehicleEF HHD 1.0700e-004 1.0000e-006
tblVehicleEF HHD 1.1700e-004 6.0000e-006
tblVehicleEF HHD 5.3110e-003 2.7000e-004
tblVehicleEF HHD 0.61 0.39
tblVehicleEF HHD 9.0000e-005 4.0000e-006
tblVehicleEF HHD 0.13 0.11
tblVehicleEF HHD 5.0200e-004 1.1940e-003
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 6 of 70
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tblVehicleEF HHD 0.10 4.0000e-006
tblVehicleEF HHD 0.03 9.7070e-003
tblVehicleEF HHD 0.02 0.01
tblVehicleEF HHD 1.9300e-004 1.0000e-006
tblVehicleEF HHD 1.1700e-004 6.0000e-006
tblVehicleEF HHD 5.3110e-003 2.7000e-004
tblVehicleEF HHD 0.73 0.44
tblVehicleEF HHD 9.0000e-005 4.0000e-006
tblVehicleEF HHD 0.31 0.12
tblVehicleEF HHD 5.0200e-004 1.1940e-003
tblVehicleEF HHD 0.11 5.0000e-006
tblVehicleEF LDA 4.3340e-003 2.6620e-003
tblVehicleEF LDA 5.1760e-003 0.05
tblVehicleEF LDA 0.58 0.68
tblVehicleEF LDA 1.10 2.11
tblVehicleEF LDA 263.86 265.52
tblVehicleEF LDA 58.33 54.23
tblVehicleEF LDA 0.05 0.04
tblVehicleEF LDA 1.9130e-003 1.6710e-003
tblVehicleEF LDA 2.2790e-003 1.9230e-003
tblVehicleEF LDA 1.7630e-003 1.5390e-003
tblVehicleEF LDA 2.0960e-003 1.7680e-003
tblVehicleEF LDA 0.04 0.05
tblVehicleEF LDA 0.09 0.10
tblVehicleEF LDA 0.03 0.05
tblVehicleEF LDA 0.01 0.01
tblVehicleEF LDA 0.04 0.21
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 7 of 70
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tblVehicleEF LDA 0.07 0.23
tblVehicleEF LDA 2.6420e-003 2.6270e-003
tblVehicleEF LDA 6.0200e-004 5.3700e-004
tblVehicleEF LDA 0.04 0.05
tblVehicleEF LDA 0.09 0.10
tblVehicleEF LDA 0.03 0.05
tblVehicleEF LDA 0.02 0.01
tblVehicleEF LDA 0.04 0.21
tblVehicleEF LDA 0.08 0.25
tblVehicleEF LDA 4.5760e-003 2.8320e-003
tblVehicleEF LDA 4.6500e-003 0.05
tblVehicleEF LDA 0.63 0.74
tblVehicleEF LDA 0.95 1.82
tblVehicleEF LDA 274.96 276.40
tblVehicleEF LDA 58.33 53.69
tblVehicleEF LDA 0.04 0.03
tblVehicleEF LDA 1.9130e-003 1.6710e-003
tblVehicleEF LDA 2.2790e-003 1.9230e-003
tblVehicleEF LDA 1.7630e-003 1.5390e-003
tblVehicleEF LDA 2.0960e-003 1.7680e-003
tblVehicleEF LDA 0.05 0.07
tblVehicleEF LDA 0.09 0.10
tblVehicleEF LDA 0.05 0.07
tblVehicleEF LDA 0.01 0.01
tblVehicleEF LDA 0.04 0.19
tblVehicleEF LDA 0.06 0.21
tblVehicleEF LDA 2.7540e-003 2.7340e-003
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 8 of 70
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tblVehicleEF LDA 5.9900e-004 5.3100e-004
tblVehicleEF LDA 0.05 0.07
tblVehicleEF LDA 0.09 0.10
tblVehicleEF LDA 0.05 0.07
tblVehicleEF LDA 0.02 0.02
tblVehicleEF LDA 0.04 0.19
tblVehicleEF LDA 0.07 0.23
tblVehicleEF LDA 4.2520e-003 2.6080e-003
tblVehicleEF LDA 5.2830e-003 0.05
tblVehicleEF LDA 0.56 0.65
tblVehicleEF LDA 1.13 2.18
tblVehicleEF LDA 259.76 261.50
tblVehicleEF LDA 58.33 54.34
tblVehicleEF LDA 0.05 0.04
tblVehicleEF LDA 1.9130e-003 1.6710e-003
tblVehicleEF LDA 2.2790e-003 1.9230e-003
tblVehicleEF LDA 1.7630e-003 1.5390e-003
tblVehicleEF LDA 2.0960e-003 1.7680e-003
tblVehicleEF LDA 0.04 0.05
tblVehicleEF LDA 0.10 0.10
tblVehicleEF LDA 0.03 0.05
tblVehicleEF LDA 0.01 0.01
tblVehicleEF LDA 0.04 0.23
tblVehicleEF LDA 0.07 0.23
tblVehicleEF LDA 2.6010e-003 2.5870e-003
tblVehicleEF LDA 6.0200e-004 5.3800e-004
tblVehicleEF LDA 0.04 0.05
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 9 of 70
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tblVehicleEF LDA 0.10 0.10
tblVehicleEF LDA 0.03 0.05
tblVehicleEF LDA 0.02 0.01
tblVehicleEF LDA 0.04 0.23
tblVehicleEF LDA 0.08 0.26
tblVehicleEF LDT1 9.9920e-003 6.2080e-003
tblVehicleEF LDT1 0.01 0.07
tblVehicleEF LDT1 1.19 1.26
tblVehicleEF LDT1 2.74 2.32
tblVehicleEF LDT1 324.21 313.05
tblVehicleEF LDT1 71.81 65.11
tblVehicleEF LDT1 0.11 0.10
tblVehicleEF LDT1 2.5570e-003 2.3040e-003
tblVehicleEF LDT1 3.2780e-003 2.6430e-003
tblVehicleEF LDT1 2.3530e-003 2.1200e-003
tblVehicleEF LDT1 3.0150e-003 2.4300e-003
tblVehicleEF LDT1 0.12 0.12
tblVehicleEF LDT1 0.25 0.19
tblVehicleEF LDT1 0.10 0.11
tblVehicleEF LDT1 0.02 0.03
tblVehicleEF LDT1 0.16 0.66
tblVehicleEF LDT1 0.19 0.36
tblVehicleEF LDT1 3.2560e-003 3.0980e-003
tblVehicleEF LDT1 7.6600e-004 6.4400e-004
tblVehicleEF LDT1 0.12 0.12
tblVehicleEF LDT1 0.25 0.19
tblVehicleEF LDT1 0.10 0.11
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 10 of 70
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tblVehicleEF LDT1 0.04 0.04
tblVehicleEF LDT1 0.16 0.66
tblVehicleEF LDT1 0.21 0.40
tblVehicleEF LDT1 0.01 6.5570e-003
tblVehicleEF LDT1 0.01 0.07
tblVehicleEF LDT1 1.28 1.36
tblVehicleEF LDT1 2.36 2.00
tblVehicleEF LDT1 337.31 324.18
tblVehicleEF LDT1 71.81 64.47
tblVehicleEF LDT1 0.10 0.09
tblVehicleEF LDT1 2.5570e-003 2.3040e-003
tblVehicleEF LDT1 3.2780e-003 2.6430e-003
tblVehicleEF LDT1 2.3530e-003 2.1200e-003
tblVehicleEF LDT1 3.0150e-003 2.4300e-003
tblVehicleEF LDT1 0.17 0.18
tblVehicleEF LDT1 0.26 0.20
tblVehicleEF LDT1 0.14 0.15
tblVehicleEF LDT1 0.03 0.03
tblVehicleEF LDT1 0.14 0.61
tblVehicleEF LDT1 0.17 0.32
tblVehicleEF LDT1 3.3880e-003 3.2080e-003
tblVehicleEF LDT1 7.5900e-004 6.3800e-004
tblVehicleEF LDT1 0.17 0.18
tblVehicleEF LDT1 0.26 0.20
tblVehicleEF LDT1 0.14 0.15
tblVehicleEF LDT1 0.04 0.04
tblVehicleEF LDT1 0.14 0.61
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 11 of 70
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tblVehicleEF LDT1 0.19 0.36
tblVehicleEF LDT1 9.8200e-003 6.0950e-003
tblVehicleEF LDT1 0.01 0.07
tblVehicleEF LDT1 1.16 1.22
tblVehicleEF LDT1 2.82 2.39
tblVehicleEF LDT1 319.38 308.94
tblVehicleEF LDT1 71.81 65.25
tblVehicleEF LDT1 0.11 0.10
tblVehicleEF LDT1 2.5570e-003 2.3040e-003
tblVehicleEF LDT1 3.2780e-003 2.6430e-003
tblVehicleEF LDT1 2.3530e-003 2.1200e-003
tblVehicleEF LDT1 3.0150e-003 2.4300e-003
tblVehicleEF LDT1 0.12 0.13
tblVehicleEF LDT1 0.29 0.22
tblVehicleEF LDT1 0.10 0.11
tblVehicleEF LDT1 0.02 0.03
tblVehicleEF LDT1 0.18 0.78
tblVehicleEF LDT1 0.19 0.37
tblVehicleEF LDT1 3.2070e-003 3.0570e-003
tblVehicleEF LDT1 7.6700e-004 6.4600e-004
tblVehicleEF LDT1 0.12 0.13
tblVehicleEF LDT1 0.29 0.22
tblVehicleEF LDT1 0.10 0.11
tblVehicleEF LDT1 0.04 0.04
tblVehicleEF LDT1 0.18 0.78
tblVehicleEF LDT1 0.21 0.41
tblVehicleEF LDT2 5.7840e-003 4.0560e-003
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 12 of 70
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tblVehicleEF LDT2 6.6620e-003 0.07
tblVehicleEF LDT2 0.74 0.91
tblVehicleEF LDT2 1.41 2.69
tblVehicleEF LDT2 369.26 341.01
tblVehicleEF LDT2 81.71 71.31
tblVehicleEF LDT2 0.07 0.07
tblVehicleEF LDT2 1.8090e-003 1.6350e-003
tblVehicleEF LDT2 2.1990e-003 1.8190e-003
tblVehicleEF LDT2 1.6640e-003 1.5050e-003
tblVehicleEF LDT2 2.0220e-003 1.6730e-003
tblVehicleEF LDT2 0.05 0.07
tblVehicleEF LDT2 0.11 0.12
tblVehicleEF LDT2 0.05 0.08
tblVehicleEF LDT2 0.01 0.02
tblVehicleEF LDT2 0.06 0.39
tblVehicleEF LDT2 0.09 0.32
tblVehicleEF LDT2 3.6980e-003 3.3740e-003
tblVehicleEF LDT2 8.4100e-004 7.0600e-004
tblVehicleEF LDT2 0.05 0.07
tblVehicleEF LDT2 0.11 0.12
tblVehicleEF LDT2 0.05 0.08
tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.06 0.39
tblVehicleEF LDT2 0.10 0.35
tblVehicleEF LDT2 6.1050e-003 4.3050e-003
tblVehicleEF LDT2 5.9960e-003 0.06
tblVehicleEF LDT2 0.80 0.99
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 13 of 70
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tblVehicleEF LDT2 1.22 2.32
tblVehicleEF LDT2 384.42 352.00
tblVehicleEF LDT2 81.71 70.61
tblVehicleEF LDT2 0.06 0.06
tblVehicleEF LDT2 1.8090e-003 1.6350e-003
tblVehicleEF LDT2 2.1990e-003 1.8190e-003
tblVehicleEF LDT2 1.6640e-003 1.5050e-003
tblVehicleEF LDT2 2.0220e-003 1.6730e-003
tblVehicleEF LDT2 0.07 0.11
tblVehicleEF LDT2 0.11 0.13
tblVehicleEF LDT2 0.07 0.10
tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.05 0.36
tblVehicleEF LDT2 0.08 0.29
tblVehicleEF LDT2 3.8500e-003 3.4820e-003
tblVehicleEF LDT2 8.3800e-004 6.9900e-004
tblVehicleEF LDT2 0.07 0.11
tblVehicleEF LDT2 0.11 0.13
tblVehicleEF LDT2 0.07 0.10
tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.05 0.36
tblVehicleEF LDT2 0.09 0.31
tblVehicleEF LDT2 5.6750e-003 3.9780e-003
tblVehicleEF LDT2 6.7990e-003 0.07
tblVehicleEF LDT2 0.72 0.88
tblVehicleEF LDT2 1.45 2.77
tblVehicleEF LDT2 363.66 336.95
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 14 of 70
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tblVehicleEF LDT2 81.71 71.46
tblVehicleEF LDT2 0.07 0.07
tblVehicleEF LDT2 1.8090e-003 1.6350e-003
tblVehicleEF LDT2 2.1990e-003 1.8190e-003
tblVehicleEF LDT2 1.6640e-003 1.5050e-003
tblVehicleEF LDT2 2.0220e-003 1.6730e-003
tblVehicleEF LDT2 0.04 0.07
tblVehicleEF LDT2 0.11 0.13
tblVehicleEF LDT2 0.05 0.08
tblVehicleEF LDT2 0.01 0.02
tblVehicleEF LDT2 0.07 0.46
tblVehicleEF LDT2 0.09 0.33
tblVehicleEF LDT2 3.6420e-003 3.3340e-003
tblVehicleEF LDT2 8.4100e-004 7.0700e-004
tblVehicleEF LDT2 0.04 0.07
tblVehicleEF LDT2 0.11 0.13
tblVehicleEF LDT2 0.05 0.08
tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.07 0.46
tblVehicleEF LDT2 0.10 0.36
tblVehicleEF LHD1 5.7990e-003 5.8180e-003
tblVehicleEF LHD1 0.01 5.0100e-003
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 0.15 0.19
tblVehicleEF LHD1 0.78 0.57
tblVehicleEF LHD1 2.55 1.09
tblVehicleEF LHD1 9.03 9.05
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 15 of 70
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tblVehicleEF LHD1 603.73 667.72
tblVehicleEF LHD1 33.13 12.41
tblVehicleEF LHD1 0.08 0.06
tblVehicleEF LHD1 1.27 0.81
tblVehicleEF LHD1 8.6000e-004 7.5600e-004
tblVehicleEF LHD1 0.01 9.6460e-003
tblVehicleEF LHD1 0.01 7.2150e-003
tblVehicleEF LHD1 9.1700e-004 2.5500e-004
tblVehicleEF LHD1 8.2300e-004 7.2300e-004
tblVehicleEF LHD1 2.5110e-003 2.4120e-003
tblVehicleEF LHD1 9.9290e-003 6.8770e-003
tblVehicleEF LHD1 8.4300e-004 2.3500e-004
tblVehicleEF LHD1 2.8210e-003 2.2570e-003
tblVehicleEF LHD1 0.10 0.07
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 1.7870e-003 1.4220e-003
tblVehicleEF LHD1 0.06 0.05
tblVehicleEF LHD1 0.28 0.47
tblVehicleEF LHD1 0.27 0.08
tblVehicleEF LHD1 9.1000e-005 8.8000e-005
tblVehicleEF LHD1 5.9280e-003 6.5210e-003
tblVehicleEF LHD1 3.7900e-004 1.2300e-004
tblVehicleEF LHD1 2.8210e-003 2.2570e-003
tblVehicleEF LHD1 0.10 0.07
tblVehicleEF LHD1 0.02 0.03
tblVehicleEF LHD1 1.7870e-003 1.4220e-003
tblVehicleEF LHD1 0.08 0.06
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 16 of 70
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tblVehicleEF LHD1 0.28 0.47
tblVehicleEF LHD1 0.29 0.09
tblVehicleEF LHD1 5.7990e-003 5.8300e-003
tblVehicleEF LHD1 0.01 5.0980e-003
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 0.15 0.19
tblVehicleEF LHD1 0.79 0.58
tblVehicleEF LHD1 2.44 1.04
tblVehicleEF LHD1 9.03 9.05
tblVehicleEF LHD1 603.73 667.74
tblVehicleEF LHD1 33.13 12.33
tblVehicleEF LHD1 0.08 0.06
tblVehicleEF LHD1 1.19 0.76
tblVehicleEF LHD1 8.6000e-004 7.5600e-004
tblVehicleEF LHD1 0.01 9.6460e-003
tblVehicleEF LHD1 0.01 7.2150e-003
tblVehicleEF LHD1 9.1700e-004 2.5500e-004
tblVehicleEF LHD1 8.2300e-004 7.2300e-004
tblVehicleEF LHD1 2.5110e-003 2.4120e-003
tblVehicleEF LHD1 9.9290e-003 6.8770e-003
tblVehicleEF LHD1 8.4300e-004 2.3500e-004
tblVehicleEF LHD1 3.9390e-003 3.1600e-003
tblVehicleEF LHD1 0.10 0.07
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 2.4300e-003 1.9450e-003
tblVehicleEF LHD1 0.06 0.05
tblVehicleEF LHD1 0.27 0.45
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 17 of 70
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tblVehicleEF LHD1 0.26 0.08
tblVehicleEF LHD1 9.1000e-005 8.8000e-005
tblVehicleEF LHD1 5.9280e-003 6.5210e-003
tblVehicleEF LHD1 3.7700e-004 1.2200e-004
tblVehicleEF LHD1 3.9390e-003 3.1600e-003
tblVehicleEF LHD1 0.10 0.07
tblVehicleEF LHD1 0.02 0.03
tblVehicleEF LHD1 2.4300e-003 1.9450e-003
tblVehicleEF LHD1 0.08 0.06
tblVehicleEF LHD1 0.27 0.45
tblVehicleEF LHD1 0.28 0.08
tblVehicleEF LHD1 5.7990e-003 5.8160e-003
tblVehicleEF LHD1 0.01 4.9860e-003
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 0.15 0.19
tblVehicleEF LHD1 0.77 0.57
tblVehicleEF LHD1 2.56 1.09
tblVehicleEF LHD1 9.03 9.05
tblVehicleEF LHD1 603.73 667.72
tblVehicleEF LHD1 33.13 12.42
tblVehicleEF LHD1 0.08 0.06
tblVehicleEF LHD1 1.24 0.80
tblVehicleEF LHD1 8.6000e-004 7.5600e-004
tblVehicleEF LHD1 0.01 9.6460e-003
tblVehicleEF LHD1 0.01 7.2150e-003
tblVehicleEF LHD1 9.1700e-004 2.5500e-004
tblVehicleEF LHD1 8.2300e-004 7.2300e-004
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 18 of 70
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tblVehicleEF LHD1 2.5110e-003 2.4120e-003
tblVehicleEF LHD1 9.9290e-003 6.8770e-003
tblVehicleEF LHD1 8.4300e-004 2.3500e-004
tblVehicleEF LHD1 2.9400e-003 2.3610e-003
tblVehicleEF LHD1 0.11 0.08
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 1.8110e-003 1.4460e-003
tblVehicleEF LHD1 0.06 0.05
tblVehicleEF LHD1 0.30 0.50
tblVehicleEF LHD1 0.27 0.08
tblVehicleEF LHD1 9.1000e-005 8.8000e-005
tblVehicleEF LHD1 5.9280e-003 6.5210e-003
tblVehicleEF LHD1 3.8000e-004 1.2300e-004
tblVehicleEF LHD1 2.9400e-003 2.3610e-003
tblVehicleEF LHD1 0.11 0.08
tblVehicleEF LHD1 0.02 0.03
tblVehicleEF LHD1 1.8110e-003 1.4460e-003
tblVehicleEF LHD1 0.08 0.06
tblVehicleEF LHD1 0.30 0.50
tblVehicleEF LHD1 0.29 0.09
tblVehicleEF LHD2 4.2890e-003 4.2530e-003
tblVehicleEF LHD2 4.2710e-003 3.6630e-003
tblVehicleEF LHD2 9.4470e-003 0.01
tblVehicleEF LHD2 0.13 0.16
tblVehicleEF LHD2 0.36 0.41
tblVehicleEF LHD2 1.38 0.76
tblVehicleEF LHD2 13.67 13.61
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 19 of 70
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tblVehicleEF LHD2 619.08 679.10
tblVehicleEF LHD2 28.46 10.01
tblVehicleEF LHD2 0.10 0.09
tblVehicleEF LHD2 0.87 0.94
tblVehicleEF LHD2 1.1890e-003 1.1970e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 9.7400e-003 0.01
tblVehicleEF LHD2 4.6100e-004 1.4900e-004
tblVehicleEF LHD2 1.1370e-003 1.1460e-003
tblVehicleEF LHD2 2.6460e-003 2.6120e-003
tblVehicleEF LHD2 9.3060e-003 9.6640e-003
tblVehicleEF LHD2 4.2300e-004 1.3700e-004
tblVehicleEF LHD2 1.1610e-003 1.4570e-003
tblVehicleEF LHD2 0.04 0.05
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 7.7900e-004 9.3400e-004
tblVehicleEF LHD2 0.05 0.05
tblVehicleEF LHD2 0.09 0.30
tblVehicleEF LHD2 0.13 0.06
tblVehicleEF LHD2 1.3400e-004 1.3100e-004
tblVehicleEF LHD2 6.0340e-003 6.5780e-003
tblVehicleEF LHD2 3.1000e-004 9.9000e-005
tblVehicleEF LHD2 1.1610e-003 1.4570e-003
tblVehicleEF LHD2 0.04 0.05
tblVehicleEF LHD2 0.02 0.03
tblVehicleEF LHD2 7.7900e-004 9.3400e-004
tblVehicleEF LHD2 0.05 0.06
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 20 of 70
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tblVehicleEF LHD2 0.09 0.30
tblVehicleEF LHD2 0.14 0.06
tblVehicleEF LHD2 4.2890e-003 4.2620e-003
tblVehicleEF LHD2 4.3220e-003 3.7010e-003
tblVehicleEF LHD2 9.1410e-003 0.01
tblVehicleEF LHD2 0.13 0.16
tblVehicleEF LHD2 0.37 0.41
tblVehicleEF LHD2 1.32 0.73
tblVehicleEF LHD2 13.67 13.61
tblVehicleEF LHD2 619.08 679.11
tblVehicleEF LHD2 28.46 9.96
tblVehicleEF LHD2 0.10 0.09
tblVehicleEF LHD2 0.82 0.88
tblVehicleEF LHD2 1.1890e-003 1.1970e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 9.7400e-003 0.01
tblVehicleEF LHD2 4.6100e-004 1.4900e-004
tblVehicleEF LHD2 1.1370e-003 1.1460e-003
tblVehicleEF LHD2 2.6460e-003 2.6120e-003
tblVehicleEF LHD2 9.3060e-003 9.6640e-003
tblVehicleEF LHD2 4.2300e-004 1.3700e-004
tblVehicleEF LHD2 1.6270e-003 2.0410e-003
tblVehicleEF LHD2 0.04 0.05
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 1.0610e-003 1.2770e-003
tblVehicleEF LHD2 0.05 0.05
tblVehicleEF LHD2 0.08 0.29
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 21 of 70
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tblVehicleEF LHD2 0.12 0.05
tblVehicleEF LHD2 1.3400e-004 1.3100e-004
tblVehicleEF LHD2 6.0340e-003 6.5780e-003
tblVehicleEF LHD2 3.0900e-004 9.9000e-005
tblVehicleEF LHD2 1.6270e-003 2.0410e-003
tblVehicleEF LHD2 0.04 0.05
tblVehicleEF LHD2 0.02 0.03
tblVehicleEF LHD2 1.0610e-003 1.2770e-003
tblVehicleEF LHD2 0.05 0.06
tblVehicleEF LHD2 0.08 0.29
tblVehicleEF LHD2 0.13 0.06
tblVehicleEF LHD2 4.2890e-003 4.2510e-003
tblVehicleEF LHD2 4.2570e-003 3.6530e-003
tblVehicleEF LHD2 9.5090e-003 0.01
tblVehicleEF LHD2 0.13 0.16
tblVehicleEF LHD2 0.36 0.41
tblVehicleEF LHD2 1.38 0.76
tblVehicleEF LHD2 13.67 13.61
tblVehicleEF LHD2 619.08 679.10
tblVehicleEF LHD2 28.46 10.02
tblVehicleEF LHD2 0.10 0.09
tblVehicleEF LHD2 0.85 0.92
tblVehicleEF LHD2 1.1890e-003 1.1970e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 9.7400e-003 0.01
tblVehicleEF LHD2 4.6100e-004 1.4900e-004
tblVehicleEF LHD2 1.1370e-003 1.1460e-003
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 22 of 70
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tblVehicleEF LHD2 2.6460e-003 2.6120e-003
tblVehicleEF LHD2 9.3060e-003 9.6640e-003
tblVehicleEF LHD2 4.2300e-004 1.3700e-004
tblVehicleEF LHD2 1.1810e-003 1.5020e-003
tblVehicleEF LHD2 0.04 0.06
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 7.7800e-004 9.3300e-004
tblVehicleEF LHD2 0.05 0.05
tblVehicleEF LHD2 0.10 0.33
tblVehicleEF LHD2 0.13 0.06
tblVehicleEF LHD2 1.3400e-004 1.3100e-004
tblVehicleEF LHD2 6.0340e-003 6.5780e-003
tblVehicleEF LHD2 3.1000e-004 9.9000e-005
tblVehicleEF LHD2 1.1810e-003 1.5020e-003
tblVehicleEF LHD2 0.04 0.06
tblVehicleEF LHD2 0.02 0.03
tblVehicleEF LHD2 7.7800e-004 9.3300e-004
tblVehicleEF LHD2 0.05 0.06
tblVehicleEF LHD2 0.10 0.33
tblVehicleEF LHD2 0.14 0.06
tblVehicleEF MCY 0.48 0.35
tblVehicleEF MCY 0.15 0.24
tblVehicleEF MCY 18.61 18.90
tblVehicleEF MCY 9.56 8.43
tblVehicleEF MCY 177.57 214.49
tblVehicleEF MCY 45.30 60.11
tblVehicleEF MCY 1.12 1.12
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 23 of 70
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tblVehicleEF MCY 2.1370e-003 2.1160e-003
tblVehicleEF MCY 3.9240e-003 3.2680e-003
tblVehicleEF MCY 1.9990e-003 1.9800e-003
tblVehicleEF MCY 3.7000e-003 3.0810e-003
tblVehicleEF MCY 1.13 1.16
tblVehicleEF MCY 0.69 0.72
tblVehicleEF MCY 0.71 0.72
tblVehicleEF MCY 2.38 2.40
tblVehicleEF MCY 0.65 2.07
tblVehicleEF MCY 2.05 1.82
tblVehicleEF MCY 2.1510e-003 2.1230e-003
tblVehicleEF MCY 6.7000e-004 5.9500e-004
tblVehicleEF MCY 1.13 1.16
tblVehicleEF MCY 0.69 0.72
tblVehicleEF MCY 0.71 0.72
tblVehicleEF MCY 2.95 2.97
tblVehicleEF MCY 0.65 2.07
tblVehicleEF MCY 2.24 1.98
tblVehicleEF MCY 0.47 0.35
tblVehicleEF MCY 0.14 0.21
tblVehicleEF MCY 17.91 18.17
tblVehicleEF MCY 8.81 7.74
tblVehicleEF MCY 177.57 213.12
tblVehicleEF MCY 45.30 58.36
tblVehicleEF MCY 0.98 0.98
tblVehicleEF MCY 2.1370e-003 2.1160e-003
tblVehicleEF MCY 3.9240e-003 3.2680e-003
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 24 of 70
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tblVehicleEF MCY 1.9990e-003 1.9800e-003
tblVehicleEF MCY 3.7000e-003 3.0810e-003
tblVehicleEF MCY 1.71 1.74
tblVehicleEF MCY 0.73 0.76
tblVehicleEF MCY 1.12 1.14
tblVehicleEF MCY 2.33 2.34
tblVehicleEF MCY 0.61 1.94
tblVehicleEF MCY 1.85 1.62
tblVehicleEF MCY 2.1380e-003 2.1090e-003
tblVehicleEF MCY 6.5100e-004 5.7700e-004
tblVehicleEF MCY 1.71 1.74
tblVehicleEF MCY 0.73 0.76
tblVehicleEF MCY 1.12 1.14
tblVehicleEF MCY 2.89 2.90
tblVehicleEF MCY 0.61 1.94
tblVehicleEF MCY 2.01 1.77
tblVehicleEF MCY 0.48 0.35
tblVehicleEF MCY 0.15 0.24
tblVehicleEF MCY 18.72 19.01
tblVehicleEF MCY 9.67 8.55
tblVehicleEF MCY 177.57 214.70
tblVehicleEF MCY 45.30 60.42
tblVehicleEF MCY 1.09 1.09
tblVehicleEF MCY 2.1370e-003 2.1160e-003
tblVehicleEF MCY 3.9240e-003 3.2680e-003
tblVehicleEF MCY 1.9990e-003 1.9800e-003
tblVehicleEF MCY 3.7000e-003 3.0810e-003
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 25 of 70
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tblVehicleEF MCY 1.26 1.28
tblVehicleEF MCY 0.89 0.92
tblVehicleEF MCY 0.75 0.76
tblVehicleEF MCY 2.39 2.41
tblVehicleEF MCY 0.75 2.38
tblVehicleEF MCY 2.09 1.86
tblVehicleEF MCY 2.1530e-003 2.1250e-003
tblVehicleEF MCY 6.7300e-004 5.9800e-004
tblVehicleEF MCY 1.26 1.28
tblVehicleEF MCY 0.89 0.92
tblVehicleEF MCY 0.75 0.76
tblVehicleEF MCY 2.97 2.98
tblVehicleEF MCY 0.75 2.38
tblVehicleEF MCY 2.28 2.02
tblVehicleEF MDV 0.01 5.6010e-003
tblVehicleEF MDV 0.01 0.08
tblVehicleEF MDV 1.26 1.12
tblVehicleEF MDV 2.62 3.12
tblVehicleEF MDV 500.02 420.73
tblVehicleEF MDV 108.15 86.72
tblVehicleEF MDV 0.14 0.10
tblVehicleEF MDV 1.9190e-003 1.7840e-003
tblVehicleEF MDV 2.3090e-003 1.9820e-003
tblVehicleEF MDV 1.7700e-003 1.6450e-003
tblVehicleEF MDV 2.1250e-003 1.8230e-003
tblVehicleEF MDV 0.07 0.08
tblVehicleEF MDV 0.16 0.14
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 26 of 70
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tblVehicleEF MDV 0.07 0.09
tblVehicleEF MDV 0.03 0.02
tblVehicleEF MDV 0.10 0.42
tblVehicleEF MDV 0.20 0.41
tblVehicleEF MDV 5.0080e-003 4.1600e-003
tblVehicleEF MDV 1.1270e-003 8.5800e-004
tblVehicleEF MDV 0.07 0.08
tblVehicleEF MDV 0.16 0.14
tblVehicleEF MDV 0.07 0.09
tblVehicleEF MDV 0.04 0.03
tblVehicleEF MDV 0.10 0.42
tblVehicleEF MDV 0.22 0.45
tblVehicleEF MDV 0.01 5.9080e-003
tblVehicleEF MDV 0.01 0.08
tblVehicleEF MDV 1.36 1.20
tblVehicleEF MDV 2.27 2.68
tblVehicleEF MDV 519.96 432.28
tblVehicleEF MDV 108.15 85.89
tblVehicleEF MDV 0.12 0.09
tblVehicleEF MDV 1.9190e-003 1.7840e-003
tblVehicleEF MDV 2.3090e-003 1.9820e-003
tblVehicleEF MDV 1.7700e-003 1.6450e-003
tblVehicleEF MDV 2.1250e-003 1.8230e-003
tblVehicleEF MDV 0.10 0.12
tblVehicleEF MDV 0.16 0.14
tblVehicleEF MDV 0.10 0.12
tblVehicleEF MDV 0.03 0.03
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 27 of 70
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tblVehicleEF MDV 0.09 0.39
tblVehicleEF MDV 0.18 0.37
tblVehicleEF MDV 5.2090e-003 4.2740e-003
tblVehicleEF MDV 1.1210e-003 8.5000e-004
tblVehicleEF MDV 0.10 0.12
tblVehicleEF MDV 0.16 0.14
tblVehicleEF MDV 0.10 0.12
tblVehicleEF MDV 0.05 0.04
tblVehicleEF MDV 0.09 0.39
tblVehicleEF MDV 0.20 0.40
tblVehicleEF MDV 0.01 5.5000e-003
tblVehicleEF MDV 0.02 0.09
tblVehicleEF MDV 1.23 1.08
tblVehicleEF MDV 2.69 3.21
tblVehicleEF MDV 492.66 416.47
tblVehicleEF MDV 108.15 86.90
tblVehicleEF MDV 0.13 0.10
tblVehicleEF MDV 1.9190e-003 1.7840e-003
tblVehicleEF MDV 2.3090e-003 1.9820e-003
tblVehicleEF MDV 1.7700e-003 1.6450e-003
tblVehicleEF MDV 2.1250e-003 1.8230e-003
tblVehicleEF MDV 0.06 0.08
tblVehicleEF MDV 0.17 0.15
tblVehicleEF MDV 0.07 0.09
tblVehicleEF MDV 0.03 0.02
tblVehicleEF MDV 0.11 0.49
tblVehicleEF MDV 0.20 0.42
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 28 of 70
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tblVehicleEF MDV 4.9340e-003 4.1170e-003
tblVehicleEF MDV 1.1290e-003 8.6000e-004
tblVehicleEF MDV 0.06 0.08
tblVehicleEF MDV 0.17 0.15
tblVehicleEF MDV 0.07 0.09
tblVehicleEF MDV 0.04 0.03
tblVehicleEF MDV 0.11 0.49
tblVehicleEF MDV 0.22 0.46
tblVehicleEF MH 0.03 3.3600e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.15 0.31
tblVehicleEF MH 5.50 0.00
tblVehicleEF MH 1,108.90 981.53
tblVehicleEF MH 57.43 0.00
tblVehicleEF MH 1.43 3.91
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.03 0.10
tblVehicleEF MH 1.0490e-003 0.00
tblVehicleEF MH 3.2420e-003 4.0000e-003
tblVehicleEF MH 0.03 0.09
tblVehicleEF MH 9.6500e-004 0.00
tblVehicleEF MH 0.95 0.00
tblVehicleEF MH 0.07 0.00
tblVehicleEF MH 0.41 0.00
tblVehicleEF MH 0.09 0.07
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 0.32 0.00
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 29 of 70
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tblVehicleEF MH 0.01 9.2790e-003
tblVehicleEF MH 6.7000e-004 0.00
tblVehicleEF MH 0.95 0.00
tblVehicleEF MH 0.07 0.00
tblVehicleEF MH 0.41 0.00
tblVehicleEF MH 0.12 0.08
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 0.35 0.00
tblVehicleEF MH 0.03 3.3600e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.21 0.31
tblVehicleEF MH 5.21 0.00
tblVehicleEF MH 1,108.90 981.53
tblVehicleEF MH 57.43 0.00
tblVehicleEF MH 1.33 3.70
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.03 0.10
tblVehicleEF MH 1.0490e-003 0.00
tblVehicleEF MH 3.2420e-003 4.0000e-003
tblVehicleEF MH 0.03 0.09
tblVehicleEF MH 9.6500e-004 0.00
tblVehicleEF MH 1.28 0.00
tblVehicleEF MH 0.07 0.00
tblVehicleEF MH 0.56 0.00
tblVehicleEF MH 0.09 0.07
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 0.31 0.00
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 30 of 70
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tblVehicleEF MH 0.01 9.2790e-003
tblVehicleEF MH 6.6500e-004 0.00
tblVehicleEF MH 1.28 0.00
tblVehicleEF MH 0.07 0.00
tblVehicleEF MH 0.56 0.00
tblVehicleEF MH 0.12 0.08
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 0.34 0.00
tblVehicleEF MH 0.03 3.3600e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.13 0.31
tblVehicleEF MH 5.54 0.00
tblVehicleEF MH 1,108.90 981.53
tblVehicleEF MH 57.43 0.00
tblVehicleEF MH 1.40 3.84
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.03 0.10
tblVehicleEF MH 1.0490e-003 0.00
tblVehicleEF MH 3.2420e-003 4.0000e-003
tblVehicleEF MH 0.03 0.09
tblVehicleEF MH 9.6500e-004 0.00
tblVehicleEF MH 1.05 0.00
tblVehicleEF MH 0.08 0.00
tblVehicleEF MH 0.43 0.00
tblVehicleEF MH 0.09 0.07
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 0.32 0.00
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 31 of 70
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tblVehicleEF MH 0.01 9.2790e-003
tblVehicleEF MH 6.7100e-004 0.00
tblVehicleEF MH 1.05 0.00
tblVehicleEF MH 0.08 0.00
tblVehicleEF MH 0.43 0.00
tblVehicleEF MH 0.12 0.08
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 0.35 0.00
tblVehicleEF MHD 0.02 4.9130e-003
tblVehicleEF MHD 4.2090e-003 5.6110e-003
tblVehicleEF MHD 0.05 0.01
tblVehicleEF MHD 0.36 0.39
tblVehicleEF MHD 0.33 0.51
tblVehicleEF MHD 6.12 1.31
tblVehicleEF MHD 141.40 56.75
tblVehicleEF MHD 1,144.82 1,086.34
tblVehicleEF MHD 60.68 12.86
tblVehicleEF MHD 0.54 0.43
tblVehicleEF MHD 1.18 1.96
tblVehicleEF MHD 2.3000e-004 1.4510e-003
tblVehicleEF MHD 5.5730e-003 0.05
tblVehicleEF MHD 7.9300e-004 1.1900e-004
tblVehicleEF MHD 2.2000e-004 1.3880e-003
tblVehicleEF MHD 5.3290e-003 0.05
tblVehicleEF MHD 7.2900e-004 1.0900e-004
tblVehicleEF MHD 1.1360e-003 4.8700e-004
tblVehicleEF MHD 0.04 0.02
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 32 of 70
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tblVehicleEF MHD 0.03 0.02
tblVehicleEF MHD 7.3800e-004 3.2900e-004
tblVehicleEF MHD 0.04 0.09
tblVehicleEF MHD 0.02 0.10
tblVehicleEF MHD 0.38 0.06
tblVehicleEF MHD 1.3610e-003 5.4000e-004
tblVehicleEF MHD 0.01 0.01
tblVehicleEF MHD 7.1400e-004 1.2700e-004
tblVehicleEF MHD 1.1360e-003 4.8700e-004
tblVehicleEF MHD 0.04 0.02
tblVehicleEF MHD 0.04 0.03
tblVehicleEF MHD 7.3800e-004 3.2900e-004
tblVehicleEF MHD 0.05 0.11
tblVehicleEF MHD 0.02 0.10
tblVehicleEF MHD 0.41 0.07
tblVehicleEF MHD 0.02 4.6520e-003
tblVehicleEF MHD 4.2610e-003 5.6470e-003
tblVehicleEF MHD 0.05 0.01
tblVehicleEF MHD 0.26 0.31
tblVehicleEF MHD 0.34 0.51
tblVehicleEF MHD 5.83 1.25
tblVehicleEF MHD 149.77 57.73
tblVehicleEF MHD 1,144.82 1,086.35
tblVehicleEF MHD 60.68 12.75
tblVehicleEF MHD 0.56 0.43
tblVehicleEF MHD 1.12 1.85
tblVehicleEF MHD 1.9400e-004 1.2250e-003
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tblVehicleEF MHD 5.5730e-003 0.05
tblVehicleEF MHD 7.9300e-004 1.1900e-004
tblVehicleEF MHD 1.8500e-004 1.1720e-003
tblVehicleEF MHD 5.3290e-003 0.05
tblVehicleEF MHD 7.2900e-004 1.0900e-004
tblVehicleEF MHD 1.6040e-003 6.8900e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.02 0.02
tblVehicleEF MHD 1.0240e-003 4.5600e-004
tblVehicleEF MHD 0.04 0.09
tblVehicleEF MHD 0.02 0.09
tblVehicleEF MHD 0.36 0.06
tblVehicleEF MHD 1.4400e-003 5.5000e-004
tblVehicleEF MHD 0.01 0.01
tblVehicleEF MHD 7.0900e-004 1.2600e-004
tblVehicleEF MHD 1.6040e-003 6.8900e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.03 0.03
tblVehicleEF MHD 1.0240e-003 4.5600e-004
tblVehicleEF MHD 0.05 0.11
tblVehicleEF MHD 0.02 0.09
tblVehicleEF MHD 0.40 0.06
tblVehicleEF MHD 0.02 5.2900e-003
tblVehicleEF MHD 4.1930e-003 5.5990e-003
tblVehicleEF MHD 0.05 0.01
tblVehicleEF MHD 0.50 0.50
tblVehicleEF MHD 0.33 0.51
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tblVehicleEF MHD 6.17 1.32
tblVehicleEF MHD 129.83 55.39
tblVehicleEF MHD 1,144.82 1,086.34
tblVehicleEF MHD 60.68 12.88
tblVehicleEF MHD 0.52 0.42
tblVehicleEF MHD 1.16 1.92
tblVehicleEF MHD 2.8000e-004 1.7620e-003
tblVehicleEF MHD 5.5730e-003 0.05
tblVehicleEF MHD 7.9300e-004 1.1900e-004
tblVehicleEF MHD 2.6800e-004 1.6860e-003
tblVehicleEF MHD 5.3290e-003 0.05
tblVehicleEF MHD 7.2900e-004 1.0900e-004
tblVehicleEF MHD 1.1820e-003 4.9800e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.03 0.03
tblVehicleEF MHD 7.5300e-004 3.3100e-004
tblVehicleEF MHD 0.04 0.09
tblVehicleEF MHD 0.02 0.11
tblVehicleEF MHD 0.38 0.06
tblVehicleEF MHD 1.2520e-003 5.2700e-004
tblVehicleEF MHD 0.01 0.01
tblVehicleEF MHD 7.1500e-004 1.2700e-004
tblVehicleEF MHD 1.1820e-003 4.9800e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.04 0.03
tblVehicleEF MHD 7.5300e-004 3.3100e-004
tblVehicleEF MHD 0.05 0.11
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tblVehicleEF MHD 0.02 0.11
tblVehicleEF MHD 0.42 0.07
tblVehicleEF OBUS 0.01 9.0600e-003
tblVehicleEF OBUS 8.4360e-003 9.3580e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.28 0.55
tblVehicleEF OBUS 0.58 1.01
tblVehicleEF OBUS 5.60 2.44
tblVehicleEF OBUS 84.68 84.33
tblVehicleEF OBUS 1,226.51 1,422.10
tblVehicleEF OBUS 69.78 20.28
tblVehicleEF OBUS 0.42 0.52
tblVehicleEF OBUS 1.44 1.85
tblVehicleEF OBUS 1.4500e-004 2.0430e-003
tblVehicleEF OBUS 7.3790e-003 0.04
tblVehicleEF OBUS 8.3400e-004 1.9500e-004
tblVehicleEF OBUS 1.3900e-004 1.9550e-003
tblVehicleEF OBUS 7.0420e-003 0.03
tblVehicleEF OBUS 7.6700e-004 1.7900e-004
tblVehicleEF OBUS 1.4250e-003 1.8490e-003
tblVehicleEF OBUS 0.02 0.02
tblVehicleEF OBUS 0.04 0.06
tblVehicleEF OBUS 7.6500e-004 9.7800e-004
tblVehicleEF OBUS 0.06 0.10
tblVehicleEF OBUS 0.04 0.23
tblVehicleEF OBUS 0.35 0.12
tblVehicleEF OBUS 8.2000e-004 8.0300e-004
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tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9600e-004 2.0100e-004
tblVehicleEF OBUS 1.4250e-003 1.8490e-003
tblVehicleEF OBUS 0.02 0.02
tblVehicleEF OBUS 0.05 0.08
tblVehicleEF OBUS 7.6500e-004 9.7800e-004
tblVehicleEF OBUS 0.07 0.12
tblVehicleEF OBUS 0.04 0.23
tblVehicleEF OBUS 0.39 0.13
tblVehicleEF OBUS 0.01 9.0790e-003
tblVehicleEF OBUS 8.5800e-003 9.4940e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.26 0.53
tblVehicleEF OBUS 0.58 1.02
tblVehicleEF OBUS 5.31 2.31
tblVehicleEF OBUS 88.70 84.93
tblVehicleEF OBUS 1,226.51 1,422.12
tblVehicleEF OBUS 69.78 20.06
tblVehicleEF OBUS 0.43 0.52
tblVehicleEF OBUS 1.35 1.74
tblVehicleEF OBUS 1.2200e-004 1.7270e-003
tblVehicleEF OBUS 7.3790e-003 0.04
tblVehicleEF OBUS 8.3400e-004 1.9500e-004
tblVehicleEF OBUS 1.1700e-004 1.6520e-003
tblVehicleEF OBUS 7.0420e-003 0.03
tblVehicleEF OBUS 7.6700e-004 1.7900e-004
tblVehicleEF OBUS 1.9610e-003 2.5310e-003
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tblVehicleEF OBUS 0.02 0.02
tblVehicleEF OBUS 0.04 0.06
tblVehicleEF OBUS 1.0530e-003 1.3340e-003
tblVehicleEF OBUS 0.06 0.10
tblVehicleEF OBUS 0.04 0.22
tblVehicleEF OBUS 0.34 0.11
tblVehicleEF OBUS 8.5900e-004 8.0900e-004
tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9100e-004 1.9900e-004
tblVehicleEF OBUS 1.9610e-003 2.5310e-003
tblVehicleEF OBUS 0.02 0.02
tblVehicleEF OBUS 0.05 0.08
tblVehicleEF OBUS 1.0530e-003 1.3340e-003
tblVehicleEF OBUS 0.07 0.12
tblVehicleEF OBUS 0.04 0.22
tblVehicleEF OBUS 0.37 0.13
tblVehicleEF OBUS 0.01 9.0540e-003
tblVehicleEF OBUS 8.3930e-003 9.3190e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.29 0.59
tblVehicleEF OBUS 0.57 1.00
tblVehicleEF OBUS 5.64 2.46
tblVehicleEF OBUS 79.14 83.50
tblVehicleEF OBUS 1,226.51 1,422.09
tblVehicleEF OBUS 69.78 20.31
tblVehicleEF OBUS 0.40 0.52
tblVehicleEF OBUS 1.41 1.81
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tblVehicleEF OBUS 1.7600e-004 2.4810e-003
tblVehicleEF OBUS 7.3790e-003 0.04
tblVehicleEF OBUS 8.3400e-004 1.9500e-004
tblVehicleEF OBUS 1.6900e-004 2.3730e-003
tblVehicleEF OBUS 7.0420e-003 0.03
tblVehicleEF OBUS 7.6700e-004 1.7900e-004
tblVehicleEF OBUS 1.4580e-003 1.9070e-003
tblVehicleEF OBUS 0.02 0.02
tblVehicleEF OBUS 0.04 0.06
tblVehicleEF OBUS 7.6200e-004 9.8200e-004
tblVehicleEF OBUS 0.06 0.10
tblVehicleEF OBUS 0.04 0.24
tblVehicleEF OBUS 0.36 0.12
tblVehicleEF OBUS 7.6700e-004 7.9500e-004
tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9700e-004 2.0100e-004
tblVehicleEF OBUS 1.4580e-003 1.9070e-003
tblVehicleEF OBUS 0.02 0.02
tblVehicleEF OBUS 0.05 0.08
tblVehicleEF OBUS 7.6200e-004 9.8200e-004
tblVehicleEF OBUS 0.07 0.12
tblVehicleEF OBUS 0.04 0.24
tblVehicleEF OBUS 0.39 0.13
tblVehicleEF SBUS 0.87 0.07
tblVehicleEF SBUS 0.02 0.01
tblVehicleEF SBUS 0.09 7.1320e-003
tblVehicleEF SBUS 8.16 2.80
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tblVehicleEF SBUS 1.19 1.03
tblVehicleEF SBUS 9.61 1.02
tblVehicleEF SBUS 1,131.05 356.18
tblVehicleEF SBUS 1,090.69 1,128.82
tblVehicleEF SBUS 54.18 5.79
tblVehicleEF SBUS 9.79 3.82
tblVehicleEF SBUS 4.65 6.33
tblVehicleEF SBUS 0.01 6.3360e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 0.03 0.04
tblVehicleEF SBUS 9.3500e-004 6.5000e-005
tblVehicleEF SBUS 0.01 6.0620e-003
tblVehicleEF SBUS 2.6810e-003 2.6580e-003
tblVehicleEF SBUS 0.02 0.04
tblVehicleEF SBUS 8.6000e-004 6.0000e-005
tblVehicleEF SBUS 3.6480e-003 1.1350e-003
tblVehicleEF SBUS 0.04 0.01
tblVehicleEF SBUS 0.98 0.34
tblVehicleEF SBUS 1.9360e-003 5.7500e-004
tblVehicleEF SBUS 0.13 0.14
tblVehicleEF SBUS 0.02 0.07
tblVehicleEF SBUS 0.51 0.04
tblVehicleEF SBUS 0.01 3.4000e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 7.0800e-004 5.7000e-005
tblVehicleEF SBUS 3.6480e-003 1.1350e-003
tblVehicleEF SBUS 0.04 0.01
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tblVehicleEF SBUS 1.42 0.48
tblVehicleEF SBUS 1.9360e-003 5.7500e-004
tblVehicleEF SBUS 0.16 0.17
tblVehicleEF SBUS 0.02 0.07
tblVehicleEF SBUS 0.56 0.05
tblVehicleEF SBUS 0.87 0.07
tblVehicleEF SBUS 0.02 0.01
tblVehicleEF SBUS 0.08 6.4080e-003
tblVehicleEF SBUS 8.04 2.75
tblVehicleEF SBUS 1.21 1.05
tblVehicleEF SBUS 7.94 0.84
tblVehicleEF SBUS 1,182.37 367.48
tblVehicleEF SBUS 1,090.69 1,128.85
tblVehicleEF SBUS 54.18 5.50
tblVehicleEF SBUS 10.10 3.93
tblVehicleEF SBUS 4.39 5.98
tblVehicleEF SBUS 8.9100e-003 5.3460e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 0.03 0.04
tblVehicleEF SBUS 9.3500e-004 6.5000e-005
tblVehicleEF SBUS 8.5240e-003 5.1150e-003
tblVehicleEF SBUS 2.6810e-003 2.6580e-003
tblVehicleEF SBUS 0.02 0.04
tblVehicleEF SBUS 8.6000e-004 6.0000e-005
tblVehicleEF SBUS 4.9860e-003 1.5480e-003
tblVehicleEF SBUS 0.04 0.01
tblVehicleEF SBUS 0.98 0.34
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tblVehicleEF SBUS 2.6570e-003 7.8500e-004
tblVehicleEF SBUS 0.13 0.14
tblVehicleEF SBUS 0.01 0.06
tblVehicleEF SBUS 0.46 0.04
tblVehicleEF SBUS 0.01 3.5060e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 6.8100e-004 5.4000e-005
tblVehicleEF SBUS 4.9860e-003 1.5480e-003
tblVehicleEF SBUS 0.04 0.01
tblVehicleEF SBUS 1.42 0.48
tblVehicleEF SBUS 2.6570e-003 7.8500e-004
tblVehicleEF SBUS 0.16 0.17
tblVehicleEF SBUS 0.01 0.06
tblVehicleEF SBUS 0.50 0.04
tblVehicleEF SBUS 0.87 0.07
tblVehicleEF SBUS 0.02 0.01
tblVehicleEF SBUS 0.09 7.2360e-003
tblVehicleEF SBUS 8.33 2.86
tblVehicleEF SBUS 1.18 1.03
tblVehicleEF SBUS 9.77 1.03
tblVehicleEF SBUS 1,060.18 340.58
tblVehicleEF SBUS 1,090.69 1,128.81
tblVehicleEF SBUS 54.18 5.82
tblVehicleEF SBUS 9.36 3.67
tblVehicleEF SBUS 4.57 6.22
tblVehicleEF SBUS 0.01 7.7020e-003
tblVehicleEF SBUS 0.01 0.01
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tblVehicleEF SBUS 0.03 0.04
tblVehicleEF SBUS 9.3500e-004 6.5000e-005
tblVehicleEF SBUS 0.01 7.3690e-003
tblVehicleEF SBUS 2.6810e-003 2.6580e-003
tblVehicleEF SBUS 0.02 0.04
tblVehicleEF SBUS 8.6000e-004 6.0000e-005
tblVehicleEF SBUS 3.6990e-003 1.1730e-003
tblVehicleEF SBUS 0.04 0.01
tblVehicleEF SBUS 0.99 0.34
tblVehicleEF SBUS 1.8970e-003 5.6800e-004
tblVehicleEF SBUS 0.13 0.14
tblVehicleEF SBUS 0.02 0.09
tblVehicleEF SBUS 0.51 0.04
tblVehicleEF SBUS 0.01 3.2520e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 7.1100e-004 5.8000e-005
tblVehicleEF SBUS 3.6990e-003 1.1730e-003
tblVehicleEF SBUS 0.04 0.01
tblVehicleEF SBUS 1.42 0.48
tblVehicleEF SBUS 1.8970e-003 5.6800e-004
tblVehicleEF SBUS 0.16 0.17
tblVehicleEF SBUS 0.02 0.09
tblVehicleEF SBUS 0.56 0.05
tblVehicleEF UBUS 1.93 7.28
tblVehicleEF UBUS 0.07 0.03
tblVehicleEF UBUS 8.96 27.90
tblVehicleEF UBUS 13.19 1.81
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tblVehicleEF UBUS 1,828.32 2,044.63
tblVehicleEF UBUS 133.38 22.76
tblVehicleEF UBUS 4.82 4.04
tblVehicleEF UBUS 0.53 0.08
tblVehicleEF UBUS 0.01 0.03
tblVehicleEF UBUS 0.04 5.2920e-003
tblVehicleEF UBUS 1.1810e-003 4.0000e-005
tblVehicleEF UBUS 0.23 0.03
tblVehicleEF UBUS 3.0000e-003 7.5850e-003
tblVehicleEF UBUS 0.04 5.0590e-003
tblVehicleEF UBUS 1.0860e-003 3.6000e-005
tblVehicleEF UBUS 6.1570e-003 2.6630e-003
tblVehicleEF UBUS 0.10 0.03
tblVehicleEF UBUS 3.6270e-003 1.8540e-003
tblVehicleEF UBUS 0.53 0.11
tblVehicleEF UBUS 0.03 0.21
tblVehicleEF UBUS 0.96 0.15
tblVehicleEF UBUS 8.6430e-003 4.3420e-003
tblVehicleEF UBUS 1.5700e-003 2.2500e-004
tblVehicleEF UBUS 6.1570e-003 2.6630e-003
tblVehicleEF UBUS 0.10 0.03
tblVehicleEF UBUS 3.6270e-003 1.8540e-003
tblVehicleEF UBUS 2.52 7.44
tblVehicleEF UBUS 0.03 0.21
tblVehicleEF UBUS 1.05 0.16
tblVehicleEF UBUS 1.94 7.28
tblVehicleEF UBUS 0.07 0.03
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tblVehicleEF UBUS 9.02 27.90
tblVehicleEF UBUS 11.63 1.61
tblVehicleEF UBUS 1,828.32 2,044.63
tblVehicleEF UBUS 133.38 22.40
tblVehicleEF UBUS 4.53 4.03
tblVehicleEF UBUS 0.53 0.08
tblVehicleEF UBUS 0.01 0.03
tblVehicleEF UBUS 0.04 5.2920e-003
tblVehicleEF UBUS 1.1810e-003 4.0000e-005
tblVehicleEF UBUS 0.23 0.03
tblVehicleEF UBUS 3.0000e-003 7.5850e-003
tblVehicleEF UBUS 0.04 5.0590e-003
tblVehicleEF UBUS 1.0860e-003 3.6000e-005
tblVehicleEF UBUS 8.2530e-003 3.6380e-003
tblVehicleEF UBUS 0.10 0.03
tblVehicleEF UBUS 4.8310e-003 2.4730e-003
tblVehicleEF UBUS 0.53 0.11
tblVehicleEF UBUS 0.03 0.19
tblVehicleEF UBUS 0.89 0.14
tblVehicleEF UBUS 8.6450e-003 4.3420e-003
tblVehicleEF UBUS 1.5430e-003 2.2200e-004
tblVehicleEF UBUS 8.2530e-003 3.6380e-003
tblVehicleEF UBUS 0.10 0.03
tblVehicleEF UBUS 4.8310e-003 2.4730e-003
tblVehicleEF UBUS 2.53 7.44
tblVehicleEF UBUS 0.03 0.19
tblVehicleEF UBUS 0.98 0.15
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tblVehicleEF UBUS 1.93 7.28
tblVehicleEF UBUS 0.07 0.03
tblVehicleEF UBUS 8.95 27.90
tblVehicleEF UBUS 13.46 1.85
tblVehicleEF UBUS 1,828.32 2,044.63
tblVehicleEF UBUS 133.38 22.82
tblVehicleEF UBUS 4.73 4.04
tblVehicleEF UBUS 0.53 0.08
tblVehicleEF UBUS 0.01 0.03
tblVehicleEF UBUS 0.04 5.2920e-003
tblVehicleEF UBUS 1.1810e-003 4.0000e-005
tblVehicleEF UBUS 0.23 0.03
tblVehicleEF UBUS 3.0000e-003 7.5850e-003
tblVehicleEF UBUS 0.04 5.0590e-003
tblVehicleEF UBUS 1.0860e-003 3.6000e-005
tblVehicleEF UBUS 6.9610e-003 2.5390e-003
tblVehicleEF UBUS 0.12 0.03
tblVehicleEF UBUS 3.8300e-003 1.7550e-003
tblVehicleEF UBUS 0.52 0.11
tblVehicleEF UBUS 0.04 0.26
tblVehicleEF UBUS 0.98 0.15
tblVehicleEF UBUS 8.6430e-003 4.3420e-003
tblVehicleEF UBUS 1.5750e-003 2.2600e-004
tblVehicleEF UBUS 6.9610e-003 2.5390e-003
tblVehicleEF UBUS 0.12 0.03
tblVehicleEF UBUS 3.8300e-003 1.7550e-003
tblVehicleEF UBUS 2.52 7.44
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2.0 Emissions Summary
tblVehicleEF UBUS 0.04 0.26
tblVehicleEF UBUS 1.07 0.16
tblVehicleTrips ST_TR 6.39 4.91
tblVehicleTrips SU_TR 5.86 4.09
tblVehicleTrips WD_TR 6.65 5.45
tblWoodstoves NumberCatalytic 3.10 0.00
tblWoodstoves NumberNoncatalytic 3.10 0.00
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2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2020 2.6522 27.1167 18.1163 0.0370 7.5424 1.0411 8.5835 3.5476 0.9726 4.5060 0.0000 3,801.412
6
3,801.412
6
0.8405 0.0000 3,822.424
8
2021 40.2323 18.1491 17.6035 0.0358 0.7649 0.8731 1.6380 0.2047 0.8345 1.0393 0.0000 3,392.436
9
3,392.436
9
0.5451 0.0000 3,405.631
0
Maximum 40.2323 27.1167 18.1163 0.0370 7.5424 1.0411 8.5835 3.5476 0.9726 4.5060 0.0000 3,801.412
6
3,801.412
6
0.8405 0.0000 3,822.424
8
Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2020 2.6522 27.1167 18.1163 0.0370 3.2115 1.0411 4.2526 1.4569 0.9726 2.4153 0.0000 3,801.412
5
3,801.412
5
0.8405 0.0000 3,822.424
8
2021 40.2323 18.1491 17.6035 0.0358 0.7649 0.8731 1.6380 0.2047 0.8345 1.0393 0.0000 3,392.436
9
3,392.436
9
0.5451 0.0000 3,405.631
0
Maximum 40.2323 27.1167 18.1163 0.0370 3.2115 1.0411 4.2526 1.4569 0.9726 2.4153 0.0000 3,801.412
5
3,801.412
5
0.8405 0.0000 3,822.424
8
Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 52.13 0.00 42.37 55.72 0.00 37.70 0.00 0.00 0.00 0.00 0.00 0.00
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2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 1.6266 1.0876 5.5639 6.8300e-
003
0.1114 0.1114 0.1114 0.1114 0.0000 1,322.151
6
1,322.151
6
0.0341 0.0241 1,330.176
9
Energy 0.0152 0.1298 0.0553 8.3000e-
004
0.0105 0.0105 0.0105 0.0105 165.7541 165.7541 3.1800e-
003
3.0400e-
003
166.7391
Mobile 0.8275 1.9901 8.4871 0.0256 2.4452 0.0305 2.4757 0.6531 0.0287 0.6818 2,629.693
6
2,629.693
6
0.1733 2,634.026
2
Total 2.4694 3.2076 14.1063 0.0332 2.4452 0.1524 2.5976 0.6531 0.1506 0.8037 0.0000 4,117.599
3
4,117.599
3
0.2106 0.0271 4,130.942
3
Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 1.6266 1.0876 5.5639 6.8300e-
003
0.1114 0.1114 0.1114 0.1114 0.0000 1,322.151
6
1,322.151
6
0.0341 0.0241 1,330.176
9
Energy 0.0152 0.1298 0.0553 8.3000e-
004
0.0105 0.0105 0.0105 0.0105 165.7541 165.7541 3.1800e-
003
3.0400e-
003
166.7391
Mobile 0.8275 1.9901 8.4871 0.0256 2.4452 0.0305 2.4757 0.6531 0.0287 0.6818 2,629.693
6
2,629.693
6
0.1733 2,634.026
2
Total 2.4694 3.2076 14.1063 0.0332 2.4452 0.1524 2.5976 0.6531 0.1506 0.8037 0.0000 4,117.599
3
4,117.599
3
0.2106 0.0271 4,130.942
3
Mitigated Operational
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 49 of 70
Orange Corporate Yard - Orange County, Summer
3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Site Preparation Site Preparation 10/5/2020 10/7/2020 5 3
2 Grading Grading 10/8/2020 10/15/2020 5 6
3 Building Construction Building Construction 10/16/2020 8/19/2021 5 220
4 Paving Paving 8/20/2021 9/2/2021 5 10
5 Architectural Coating Architectural Coating 9/3/2021 9/16/2021 5 10
OffRoad Equipment
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Residential Indoor: 125,550; Residential Outdoor: 41,850; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 2,378
(Architectural Coating ±sqft)
Acres of Grading (Site Preparation Phase): 4.5
Acres of Grading (Grading Phase): 6
Acres of Paving: 0.91
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 50 of 70
Orange Corporate Yard - Orange County, Summer
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor
Site Preparation Graders 1 8.00 187 0.41
Site Preparation Scrapers 1 8.00 367 0.48
Site Preparation Tractors/Loaders/Backhoes 1 8.00 97 0.37
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37
Building Construction Cranes 1 8.00 231 0.29
Building Construction Forklifts 2 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 1 8.00 97 0.37
Building Construction Welders 3 8.00 46 0.45
Paving Cement and Mortar Mixers 1 8.00 9 0.56
Paving Pavers 1 8.00 130 0.42
Paving Paving Equipment 1 8.00 132 0.36
Paving Rollers 2 8.00 80 0.38
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Architectural Coating Air Compressors 1 8.00 78 0.48
Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Site Preparation 3 8.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Grading 4 10.00 0.00 114.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Building Construction 8 61.00 13.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Paving 6 15.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Architectural Coating 1 12.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 51 of 70
Orange Corporate Yard - Orange County, Summer
3.2 Site Preparation - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 1.5908 0.0000 1.5908 0.1718 0.0000 0.1718 0.0000 0.0000
Off-Road 1.6782 20.1828 11.5528 0.0249 0.7937 0.7937 0.7302 0.7302 2,410.502
3
2,410.502
3
0.7796 2,429.992
4
Total 1.6782 20.1828 11.5528 0.0249 1.5908 0.7937 2.3845 0.1718 0.7302 0.9020 2,410.502
3
2,410.502
3
0.7796 2,429.992
4
Unmitigated Construction On-Site
3.1 Mitigation Measures Construction
Water Exposed Area
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 52 of 70
Orange Corporate Yard - Orange County, Summer
3.2 Site Preparation - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0307 0.0194 0.2619 8.7000e-
004
0.0894 5.9000e-
004
0.0900 0.0237 5.4000e-
004
0.0243 87.2035 87.2035 1.9900e-
003
87.2532
Total 0.0307 0.0194 0.2619 8.7000e-
004
0.0894 5.9000e-
004
0.0900 0.0237 5.4000e-
004
0.0243 87.2035 87.2035 1.9900e-
003
87.2532
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 0.6204 0.0000 0.6204 0.0670 0.0000 0.0670 0.0000 0.0000
Off-Road 1.6782 20.1828 11.5528 0.0249 0.7937 0.7937 0.7302 0.7302 0.0000 2,410.502
3
2,410.502
3
0.7796 2,429.992
4
Total 1.6782 20.1828 11.5528 0.0249 0.6204 0.7937 1.4141 0.0670 0.7302 0.7972 0.0000 2,410.502
3
2,410.502
3
0.7796 2,429.992
4
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 53 of 70
Orange Corporate Yard - Orange County, Summer
3.2 Site Preparation - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0307 0.0194 0.2619 8.7000e-
004
0.0894 5.9000e-
004
0.0900 0.0237 5.4000e-
004
0.0243 87.2035 87.2035 1.9900e-
003
87.2532
Total 0.0307 0.0194 0.2619 8.7000e-
004
0.0894 5.9000e-
004
0.0900 0.0237 5.4000e-
004
0.0243 87.2035 87.2035 1.9900e-
003
87.2532
Mitigated Construction Off-Site
3.3 Grading - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 7.0998 0.0000 7.0998 3.4274 0.0000 3.4274 0.0000 0.0000
Off-Road 1.9743 21.8681 10.5055 0.0214 1.0234 1.0234 0.9416 0.9416 2,071.598
2
2,071.598
2
0.6700 2,088.348
1
Total 1.9743 21.8681 10.5055 0.0214 7.0998 1.0234 8.1233 3.4274 0.9416 4.3689 2,071.598
2
2,071.598
2
0.6700 2,088.348
1
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 54 of 70
Orange Corporate Yard - Orange County, Summer
3.3 Grading - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1435 5.2244 1.3201 0.0145 0.3308 0.0169 0.3477 0.0906 0.0162 0.1067 1,620.810
0
1,620.810
0
0.1680 1,625.010
2
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0384 0.0242 0.3273 1.0900e-
003
0.1118 7.4000e-
004
0.1125 0.0296 6.8000e-
004
0.0303 109.0044 109.0044 2.4800e-
003
109.0665
Total 0.1819 5.2486 1.6474 0.0156 0.4426 0.0177 0.4603 0.1202 0.0169 0.1371 1,729.814
4
1,729.814
4
0.1705 1,734.076
7
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 2.7689 0.0000 2.7689 1.3367 0.0000 1.3367 0.0000 0.0000
Off-Road 1.9743 21.8681 10.5055 0.0214 1.0234 1.0234 0.9416 0.9416 0.0000 2,071.598
2
2,071.598
2
0.6700 2,088.348
1
Total 1.9743 21.8681 10.5055 0.0214 2.7689 1.0234 3.7924 1.3367 0.9416 2.2782 0.0000 2,071.598
2
2,071.598
2
0.6700 2,088.348
1
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 55 of 70
Orange Corporate Yard - Orange County, Summer
3.3 Grading - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1435 5.2244 1.3201 0.0145 0.3308 0.0169 0.3477 0.0906 0.0162 0.1067 1,620.810
0
1,620.810
0
0.1680 1,625.010
2
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0384 0.0242 0.3273 1.0900e-
003
0.1118 7.4000e-
004
0.1125 0.0296 6.8000e-
004
0.0303 109.0044 109.0044 2.4800e-
003
109.0665
Total 0.1819 5.2486 1.6474 0.0156 0.4426 0.0177 0.4603 0.1202 0.0169 0.1371 1,729.814
4
1,729.814
4
0.1705 1,734.076
7
Mitigated Construction Off-Site
3.4 Building Construction - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.3762 18.2843 15.7622 0.0262 1.0056 1.0056 0.9617 0.9617 2,401.087
6
2,401.087
6
0.5008 2,413.608
4
Total 2.3762 18.2843 15.7622 0.0262 1.0056 1.0056 0.9617 0.9617 2,401.087
6
2,401.087
6
0.5008 2,413.608
4
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 56 of 70
Orange Corporate Yard - Orange County, Summer
3.4 Building Construction - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0415 1.3543 0.3575 3.2400e-
003
0.0831 7.0700e-
003
0.0901 0.0239 6.7600e-
003
0.0307 352.4676 352.4676 0.0285 353.1803
Worker 0.2344 0.1477 1.9967 6.6700e-
003
0.6818 4.5100e-
003
0.6863 0.1808 4.1500e-
003
0.1850 664.9266 664.9266 0.0152 665.3055
Total 0.2760 1.5020 2.3542 9.9100e-
003
0.7649 0.0116 0.7765 0.2047 0.0109 0.2156 1,017.394
2
1,017.394
2
0.0437 1,018.485
8
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.3762 18.2843 15.7622 0.0262 1.0056 1.0056 0.9617 0.9617 0.0000 2,401.087
6
2,401.087
6
0.5008 2,413.608
4
Total 2.3762 18.2843 15.7622 0.0262 1.0056 1.0056 0.9617 0.9617 0.0000 2,401.087
6
2,401.087
6
0.5008 2,413.608
4
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 57 of 70
Orange Corporate Yard - Orange County, Summer
3.4 Building Construction - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0415 1.3543 0.3575 3.2400e-
003
0.0831 7.0700e-
003
0.0901 0.0239 6.7600e-
003
0.0307 352.4676 352.4676 0.0285 353.1803
Worker 0.2344 0.1477 1.9967 6.6700e-
003
0.6818 4.5100e-
003
0.6863 0.1808 4.1500e-
003
0.1850 664.9266 664.9266 0.0152 665.3055
Total 0.2760 1.5020 2.3542 9.9100e-
003
0.7649 0.0116 0.7765 0.2047 0.0109 0.2156 1,017.394
2
1,017.394
2
0.0437 1,018.485
8
Mitigated Construction Off-Site
3.4 Building Construction - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.1242 16.7963 15.4200 0.0262 0.8661 0.8661 0.8280 0.8280 2,401.168
3
2,401.168
3
0.4866 2,413.333
7
Total 2.1242 16.7963 15.4200 0.0262 0.8661 0.8661 0.8280 0.8280 2,401.168
3
2,401.168
3
0.4866 2,413.333
7
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 58 of 70
Orange Corporate Yard - Orange County, Summer
3.4 Building Construction - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0347 1.2196 0.3308 3.2100e-
003
0.0831 2.5300e-
003
0.0856 0.0239 2.4200e-
003
0.0263 349.4303 349.4303 0.0274 350.1153
Worker 0.2202 0.1332 1.8528 6.4400e-
003
0.6818 4.4100e-
003
0.6863 0.1808 4.0600e-
003
0.1849 641.8384 641.8384 0.0137 642.1821
Total 0.2549 1.3528 2.1835 9.6500e-
003
0.7649 6.9400e-
003
0.7718 0.2047 6.4800e-
003
0.2112 991.2687 991.2687 0.0411 992.2973
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.1242 16.7963 15.4200 0.0262 0.8661 0.8661 0.8280 0.8280 0.0000 2,401.168
3
2,401.168
3
0.4866 2,413.333
7
Total 2.1242 16.7963 15.4200 0.0262 0.8661 0.8661 0.8280 0.8280 0.0000 2,401.168
3
2,401.168
3
0.4866 2,413.333
7
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 59 of 70
Orange Corporate Yard - Orange County, Summer
3.4 Building Construction - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0347 1.2196 0.3308 3.2100e-
003
0.0831 2.5300e-
003
0.0856 0.0239 2.4200e-
003
0.0263 349.4303 349.4303 0.0274 350.1153
Worker 0.2202 0.1332 1.8528 6.4400e-
003
0.6818 4.4100e-
003
0.6863 0.1808 4.0600e-
003
0.1849 641.8384 641.8384 0.0137 642.1821
Total 0.2549 1.3528 2.1835 9.6500e-
003
0.7649 6.9400e-
003
0.7718 0.2047 6.4800e-
003
0.2112 991.2687 991.2687 0.0411 992.2973
Mitigated Construction Off-Site
3.5 Paving - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0633 10.6478 11.7756 0.0178 0.5826 0.5826 0.5371 0.5371 1,709.1107 1,709.1107 0.5417 1,722.652
4
Paving 0.2384 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 1.3017 10.6478 11.7756 0.0178 0.5826 0.5826 0.5371 0.5371 1,709.110
7
1,709.110
7
0.5417 1,722.652
4
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:13 PMPage 60 of 70
Orange Corporate Yard - Orange County, Summer
3.5 Paving - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0541 0.0328 0.4556 1.5800e-
003
0.1677 1.0900e-
003
0.1688 0.0445 1.0000e-
003
0.0455 157.8291 157.8291 3.3800e-
003
157.9136
Total 0.0541 0.0328 0.4556 1.5800e-
003
0.1677 1.0900e-
003
0.1688 0.0445 1.0000e-
003
0.0455 157.8291 157.8291 3.3800e-
003
157.9136
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0633 10.6478 11.7756 0.0178 0.5826 0.5826 0.5371 0.5371 0.0000 1,709.1107 1,709.1107 0.5417 1,722.652
4
Paving 0.2384 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 1.3017 10.6478 11.7756 0.0178 0.5826 0.5826 0.5371 0.5371 0.0000 1,709.110
7
1,709.110
7
0.5417 1,722.652
4
Mitigated Construction On-Site
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3.5 Paving - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0541 0.0328 0.4556 1.5800e-
003
0.1677 1.0900e-
003
0.1688 0.0445 1.0000e-
003
0.0455 157.8291 157.8291 3.3800e-
003
157.9136
Total 0.0541 0.0328 0.4556 1.5800e-
003
0.1677 1.0900e-
003
0.1688 0.0445 1.0000e-
003
0.0455 157.8291 157.8291 3.3800e-
003
157.9136
Mitigated Construction Off-Site
3.6 Architectural Coating - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 39.8972 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.2919 2.0358 2.4234 3.9600e-
003
0.1255 0.1255 0.1255 0.1255 375.2641 375.2641 0.0258 375.9079
Total 40.1890 2.0358 2.4234 3.9600e-
003
0.1255 0.1255 0.1255 0.1255 375.2641 375.2641 0.0258 375.9079
Unmitigated Construction On-Site
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3.6 Architectural Coating - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0433 0.0262 0.3645 1.2700e-
003
0.1341 8.7000e-
004
0.1350 0.0356 8.0000e-
004
0.0364 126.2633 126.2633 2.7000e-
003
126.3309
Total 0.0433 0.0262 0.3645 1.2700e-
003
0.1341 8.7000e-
004
0.1350 0.0356 8.0000e-
004
0.0364 126.2633 126.2633 2.7000e-
003
126.3309
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 39.8972 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.2919 2.0358 2.4234 3.9600e-
003
0.1255 0.1255 0.1255 0.1255 0.0000 375.2641 375.2641 0.0258 375.9079
Total 40.1890 2.0358 2.4234 3.9600e-
003
0.1255 0.1255 0.1255 0.1255 0.0000 375.2641 375.2641 0.0258 375.9079
Mitigated Construction On-Site
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4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
3.6 Architectural Coating - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0433 0.0262 0.3645 1.2700e-
003
0.1341 8.7000e-
004
0.1350 0.0356 8.0000e-
004
0.0364 126.2633 126.2633 2.7000e-
003
126.3309
Total 0.0433 0.0262 0.3645 1.2700e-
003
0.1341 8.7000e-
004
0.1350 0.0356 8.0000e-
004
0.0364 126.2633 126.2633 2.7000e-
003
126.3309
Mitigated Construction Off-Site
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 0.8275 1.9901 8.4871 0.0256 2.4452 0.0305 2.4757 0.6531 0.0287 0.6818 2,629.693
6
2,629.693
6
0.1733 2,634.026
2
Unmitigated 0.8275 1.9901 8.4871 0.0256 2.4452 0.0305 2.4757 0.6531 0.0287 0.6818 2,629.693
6
2,629.693
6
0.1733 2,634.026
2
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Apartments Mid Rise 338.00 304.42 253.58 1,097,392 1,097,392
Parking Lot 0.00 0.00 0.00
Total 338.00 304.42 253.58 1,097,392 1,097,392
Miles Trip %Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by
Apartments Mid Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3
Parking Lot 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH
Apartments Mid Rise 0.558976 0.043534 0.209821 0.113949 0.016111 0.005791 0.025447 0.016654 0.001713 0.001553 0.004896 0.000590 0.000966
Parking Lot 0.558976 0.043534 0.209821 0.113949 0.016111 0.005791 0.025447 0.016654 0.001713 0.001553 0.004896 0.000590 0.000966
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5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated
0.0152 0.1298 0.0553 8.3000e-
004
0.0105 0.0105 0.0105 0.0105 165.7541 165.7541 3.1800e-
003
3.0400e-
003
166.7391
NaturalGas
Unmitigated
0.0152 0.1298 0.0553 8.3000e-
004
0.0105 0.0105 0.0105 0.0105 165.7541 165.7541 3.1800e-
003
3.0400e-
003
166.7391
5.1 Mitigation Measures Energy
Historical Energy Use: N
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6.1 Mitigation Measures Area
6.0 Area Detail
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Mid
Rise
1408.91 0.0152 0.1298 0.0553 8.3000e-
004
0.0105 0.0105 0.0105 0.0105 165.7541 165.7541 3.1800e-
003
3.0400e-
003
166.7391
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0152 0.1298 0.0553 8.3000e-
004
0.0105 0.0105 0.0105 0.0105 165.7541 165.7541 3.1800e-
003
3.0400e-
003
166.7391
Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Mid
Rise
1.40891 0.0152 0.1298 0.0553 8.3000e-
004
0.0105 0.0105 0.0105 0.0105 165.7541 165.7541 3.1800e-
003
3.0400e-
003
166.7391
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0152 0.1298 0.0553 8.3000e-
004
0.0105 0.0105 0.0105 0.0105 165.7541 165.7541 3.1800e-
003
3.0400e-
003
166.7391
Mitigated
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 1.6266 1.0876 5.5639 6.8300e-
003
0.1114 0.1114 0.1114 0.1114 0.0000 1,322.151
6
1,322.151
6
0.0341 0.0241 1,330.176
9
Unmitigated 1.6266 1.0876 5.5639 6.8300e-
003
0.1114 0.1114 0.1114 0.1114 0.0000 1,322.151
6
1,322.151
6
0.0341 0.0241 1,330.176
9
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.1093 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
1.2416 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 0.1204 1.0285 0.4377 6.5600e-
003
0.0832 0.0832 0.0832 0.0832 0.0000 1,312.941
2
1,312.941
2
0.0252 0.0241 1,320.743
3
Landscaping 0.1553 0.0592 5.1263 2.7000e-
004
0.0283 0.0283 0.0283 0.0283 9.2104 9.2104 8.9300e-
003
9.4336
Total 1.6266 1.0876 5.5639 6.8300e-
003
0.1114 0.1114 0.1114 0.1114 0.0000 1,322.151
6
1,322.151
6
0.0341 0.0241 1,330.176
9
Unmitigated
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8.1 Mitigation Measures Waste
7.1 Mitigation Measures Water
7.0 Water Detail
8.0 Waste Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.1093 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
1.2416 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 0.1204 1.0285 0.4377 6.5600e-
003
0.0832 0.0832 0.0832 0.0832 0.0000 1,312.941
2
1,312.941
2
0.0252 0.0241 1,320.743
3
Landscaping 0.1553 0.0592 5.1263 2.7000e-
004
0.0283 0.0283 0.0283 0.0283 9.2104 9.2104 8.9300e-
003
9.4336
Total 1.6266 1.0876 5.5639 6.8300e-
003
0.1114 0.1114 0.1114 0.1114 0.0000 1,322.151
6
1,322.151
6
0.0341 0.0241 1,330.176
9
Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
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11.0 Vegetation
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type
User Defined Equipment
Equipment Type Number
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1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population
Parking Lot 0.91 Acre 0.91 39,639.60 0
Apartments Mid Rise 62.00 Dwelling Unit 1.63 62,000.00 177
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
8
Wind Speed (m/s)Precipitation Freq (Days)2.2 30
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
2021Operational Year
CO2 Intensity
(lb/MWhr)
702.44 0.029CH4 Intensity
(lb/MWhr)
0.006N2O Intensity
(lb/MWhr)
Orange Corporate Yard
Orange County, Winter
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Project Characteristics -
Land Use - Total Project Area is 2.54 acres.
Construction Phase -
Off-road Equipment - Hours are based on an 8-hour workday.
Off-road Equipment - Hours are based on an 8-hour workday.
Off-road Equipment - Hours are based on an 8-hour workday.
Off-road Equipment -
Off-road Equipment - Hours are based on an 8-hour workday.
Grading - For purposes of analysis, total acres graded per day is based on the equipment specific grading rates (CalEEMod Appendix A) and the equipment list.
Vehicle Trips - Trip Characteristics based on information provided in the Orange Corporate Yard Affordable Housing Trip Generation Evaluation by Urban
Crossroads, Inc.
Woodstoves - Rule 445
Energy Use - The Project will design building shells and building components to meet 2019 Title 24 Standards which expects 53% less energy for residential use
due to lighting upgrades.
Construction Off-road Equipment Mitigation - Rule 403
Vehicle Emission Factors - EMFAC2017
Vehicle Emission Factors - EMFAC2017
Vehicle Emission Factors - EMFAC2017
Table Name Column Name Default Value New Value
tblEnergyUse LightingElect 741.44 348.48
tblEnergyUse T24E 179.76 84.49
tblEnergyUse T24NG 5,911.46 2,778.39
tblFireplaces NumberGas 52.70 62.00
tblFireplaces NumberNoFireplace 6.20 0.00
tblFireplaces NumberWood 3.10 0.00
tblGrading AcresOfGrading 3.00 6.00
tblGrading MaterialExported 0.00 914.00
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tblOffRoadEquipment UsageHours 6.00 8.00
tblOffRoadEquipment UsageHours 7.00 8.00
tblOffRoadEquipment UsageHours 6.00 8.00
tblOffRoadEquipment UsageHours 7.00 8.00
tblOffRoadEquipment UsageHours 7.00 8.00
tblVehicleEF HHD 0.63 0.03
tblVehicleEF HHD 0.16 0.14
tblVehicleEF HHD 0.08 1.0000e-006
tblVehicleEF HHD 2.36 5.39
tblVehicleEF HHD 1.29 0.84
tblVehicleEF HHD 3.99 0.01
tblVehicleEF HHD 4,116.44 1,057.87
tblVehicleEF HHD 1,683.99 1,517.44
tblVehicleEF HHD 12.64 0.09
tblVehicleEF HHD 20.04 5.92
tblVehicleEF HHD 3.96 3.93
tblVehicleEF HHD 0.02 8.4880e-003
tblVehicleEF HHD 0.06 0.06
tblVehicleEF HHD 0.03 0.04
tblVehicleEF HHD 0.02 0.05
tblVehicleEF HHD 1.1600e-004 1.0000e-006
tblVehicleEF HHD 0.02 8.1210e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.6750e-003 8.7680e-003
tblVehicleEF HHD 0.02 0.05
tblVehicleEF HHD 1.0700e-004 1.0000e-006
tblVehicleEF HHD 1.1800e-004 6.0000e-006
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tblVehicleEF HHD 4.9160e-003 2.4300e-004
tblVehicleEF HHD 0.57 0.41
tblVehicleEF HHD 8.9000e-005 4.0000e-006
tblVehicleEF HHD 0.13 0.12
tblVehicleEF HHD 4.6300e-004 1.1210e-003
tblVehicleEF HHD 0.10 4.0000e-006
tblVehicleEF HHD 0.04 9.6940e-003
tblVehicleEF HHD 0.02 0.01
tblVehicleEF HHD 1.9200e-004 1.0000e-006
tblVehicleEF HHD 1.1800e-004 6.0000e-006
tblVehicleEF HHD 4.9160e-003 2.4300e-004
tblVehicleEF HHD 0.68 0.48
tblVehicleEF HHD 8.9000e-005 4.0000e-006
tblVehicleEF HHD 0.31 0.27
tblVehicleEF HHD 4.6300e-004 1.1210e-003
tblVehicleEF HHD 0.11 5.0000e-006
tblVehicleEF HHD 0.59 0.03
tblVehicleEF HHD 0.16 0.14
tblVehicleEF HHD 0.08 1.0000e-006
tblVehicleEF HHD 1.72 5.25
tblVehicleEF HHD 1.30 0.84
tblVehicleEF HHD 3.80 0.01
tblVehicleEF HHD 4,359.67 1,057.02
tblVehicleEF HHD 1,683.99 1,517.44
tblVehicleEF HHD 12.64 0.09
tblVehicleEF HHD 20.68 5.78
tblVehicleEF HHD 3.75 3.72
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tblVehicleEF HHD 0.02 7.8070e-003
tblVehicleEF HHD 0.06 0.06
tblVehicleEF HHD 0.03 0.04
tblVehicleEF HHD 0.02 0.05
tblVehicleEF HHD 1.1600e-004 1.0000e-006
tblVehicleEF HHD 0.02 7.4700e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.6750e-003 8.7680e-003
tblVehicleEF HHD 0.02 0.05
tblVehicleEF HHD 1.0700e-004 1.0000e-006
tblVehicleEF HHD 1.6900e-004 9.0000e-006
tblVehicleEF HHD 5.0090e-003 2.4600e-004
tblVehicleEF HHD 0.54 0.43
tblVehicleEF HHD 1.2500e-004 6.0000e-006
tblVehicleEF HHD 0.13 0.12
tblVehicleEF HHD 4.4900e-004 1.1010e-003
tblVehicleEF HHD 0.09 4.0000e-006
tblVehicleEF HHD 0.04 9.6850e-003
tblVehicleEF HHD 0.02 0.01
tblVehicleEF HHD 1.8900e-004 1.0000e-006
tblVehicleEF HHD 1.6900e-004 9.0000e-006
tblVehicleEF HHD 5.0090e-003 2.4600e-004
tblVehicleEF HHD 0.64 0.50
tblVehicleEF HHD 1.2500e-004 6.0000e-006
tblVehicleEF HHD 0.31 0.27
tblVehicleEF HHD 4.4900e-004 1.1010e-003
tblVehicleEF HHD 0.10 4.0000e-006
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tblVehicleEF HHD 0.68 0.02
tblVehicleEF HHD 0.16 5.0360e-003
tblVehicleEF HHD 0.08 1.0000e-006
tblVehicleEF HHD 3.25 5.42
tblVehicleEF HHD 1.29 0.46
tblVehicleEF HHD 4.03 0.01
tblVehicleEF HHD 3,780.54 1,027.42
tblVehicleEF HHD 1,683.99 1,421.63
tblVehicleEF HHD 12.64 0.09
tblVehicleEF HHD 19.16 5.92
tblVehicleEF HHD 3.89 3.78
tblVehicleEF HHD 0.02 8.9820e-003
tblVehicleEF HHD 0.06 0.06
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 0.02 0.05
tblVehicleEF HHD 1.1600e-004 1.0000e-006
tblVehicleEF HHD 0.02 8.5930e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.6750e-003 8.5160e-003
tblVehicleEF HHD 0.02 0.05
tblVehicleEF HHD 1.0700e-004 1.0000e-006
tblVehicleEF HHD 1.1700e-004 6.0000e-006
tblVehicleEF HHD 5.3110e-003 2.7000e-004
tblVehicleEF HHD 0.61 0.39
tblVehicleEF HHD 9.0000e-005 4.0000e-006
tblVehicleEF HHD 0.13 0.11
tblVehicleEF HHD 5.0200e-004 1.1940e-003
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tblVehicleEF HHD 0.10 4.0000e-006
tblVehicleEF HHD 0.03 9.7070e-003
tblVehicleEF HHD 0.02 0.01
tblVehicleEF HHD 1.9300e-004 1.0000e-006
tblVehicleEF HHD 1.1700e-004 6.0000e-006
tblVehicleEF HHD 5.3110e-003 2.7000e-004
tblVehicleEF HHD 0.73 0.44
tblVehicleEF HHD 9.0000e-005 4.0000e-006
tblVehicleEF HHD 0.31 0.12
tblVehicleEF HHD 5.0200e-004 1.1940e-003
tblVehicleEF HHD 0.11 5.0000e-006
tblVehicleEF LDA 4.3340e-003 2.6620e-003
tblVehicleEF LDA 5.1760e-003 0.05
tblVehicleEF LDA 0.58 0.68
tblVehicleEF LDA 1.10 2.11
tblVehicleEF LDA 263.86 265.52
tblVehicleEF LDA 58.33 54.23
tblVehicleEF LDA 0.05 0.04
tblVehicleEF LDA 1.9130e-003 1.6710e-003
tblVehicleEF LDA 2.2790e-003 1.9230e-003
tblVehicleEF LDA 1.7630e-003 1.5390e-003
tblVehicleEF LDA 2.0960e-003 1.7680e-003
tblVehicleEF LDA 0.04 0.05
tblVehicleEF LDA 0.09 0.10
tblVehicleEF LDA 0.03 0.05
tblVehicleEF LDA 0.01 0.01
tblVehicleEF LDA 0.04 0.21
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 7 of 70
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tblVehicleEF LDA 0.07 0.23
tblVehicleEF LDA 2.6420e-003 2.6270e-003
tblVehicleEF LDA 6.0200e-004 5.3700e-004
tblVehicleEF LDA 0.04 0.05
tblVehicleEF LDA 0.09 0.10
tblVehicleEF LDA 0.03 0.05
tblVehicleEF LDA 0.02 0.01
tblVehicleEF LDA 0.04 0.21
tblVehicleEF LDA 0.08 0.25
tblVehicleEF LDA 4.5760e-003 2.8320e-003
tblVehicleEF LDA 4.6500e-003 0.05
tblVehicleEF LDA 0.63 0.74
tblVehicleEF LDA 0.95 1.82
tblVehicleEF LDA 274.96 276.40
tblVehicleEF LDA 58.33 53.69
tblVehicleEF LDA 0.04 0.03
tblVehicleEF LDA 1.9130e-003 1.6710e-003
tblVehicleEF LDA 2.2790e-003 1.9230e-003
tblVehicleEF LDA 1.7630e-003 1.5390e-003
tblVehicleEF LDA 2.0960e-003 1.7680e-003
tblVehicleEF LDA 0.05 0.07
tblVehicleEF LDA 0.09 0.10
tblVehicleEF LDA 0.05 0.07
tblVehicleEF LDA 0.01 0.01
tblVehicleEF LDA 0.04 0.19
tblVehicleEF LDA 0.06 0.21
tblVehicleEF LDA 2.7540e-003 2.7340e-003
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 8 of 70
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tblVehicleEF LDA 5.9900e-004 5.3100e-004
tblVehicleEF LDA 0.05 0.07
tblVehicleEF LDA 0.09 0.10
tblVehicleEF LDA 0.05 0.07
tblVehicleEF LDA 0.02 0.02
tblVehicleEF LDA 0.04 0.19
tblVehicleEF LDA 0.07 0.23
tblVehicleEF LDA 4.2520e-003 2.6080e-003
tblVehicleEF LDA 5.2830e-003 0.05
tblVehicleEF LDA 0.56 0.65
tblVehicleEF LDA 1.13 2.18
tblVehicleEF LDA 259.76 261.50
tblVehicleEF LDA 58.33 54.34
tblVehicleEF LDA 0.05 0.04
tblVehicleEF LDA 1.9130e-003 1.6710e-003
tblVehicleEF LDA 2.2790e-003 1.9230e-003
tblVehicleEF LDA 1.7630e-003 1.5390e-003
tblVehicleEF LDA 2.0960e-003 1.7680e-003
tblVehicleEF LDA 0.04 0.05
tblVehicleEF LDA 0.10 0.10
tblVehicleEF LDA 0.03 0.05
tblVehicleEF LDA 0.01 0.01
tblVehicleEF LDA 0.04 0.23
tblVehicleEF LDA 0.07 0.23
tblVehicleEF LDA 2.6010e-003 2.5870e-003
tblVehicleEF LDA 6.0200e-004 5.3800e-004
tblVehicleEF LDA 0.04 0.05
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 9 of 70
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tblVehicleEF LDA 0.10 0.10
tblVehicleEF LDA 0.03 0.05
tblVehicleEF LDA 0.02 0.01
tblVehicleEF LDA 0.04 0.23
tblVehicleEF LDA 0.08 0.26
tblVehicleEF LDT1 9.9920e-003 6.2080e-003
tblVehicleEF LDT1 0.01 0.07
tblVehicleEF LDT1 1.19 1.26
tblVehicleEF LDT1 2.74 2.32
tblVehicleEF LDT1 324.21 313.05
tblVehicleEF LDT1 71.81 65.11
tblVehicleEF LDT1 0.11 0.10
tblVehicleEF LDT1 2.5570e-003 2.3040e-003
tblVehicleEF LDT1 3.2780e-003 2.6430e-003
tblVehicleEF LDT1 2.3530e-003 2.1200e-003
tblVehicleEF LDT1 3.0150e-003 2.4300e-003
tblVehicleEF LDT1 0.12 0.12
tblVehicleEF LDT1 0.25 0.19
tblVehicleEF LDT1 0.10 0.11
tblVehicleEF LDT1 0.02 0.03
tblVehicleEF LDT1 0.16 0.66
tblVehicleEF LDT1 0.19 0.36
tblVehicleEF LDT1 3.2560e-003 3.0980e-003
tblVehicleEF LDT1 7.6600e-004 6.4400e-004
tblVehicleEF LDT1 0.12 0.12
tblVehicleEF LDT1 0.25 0.19
tblVehicleEF LDT1 0.10 0.11
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 10 of 70
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tblVehicleEF LDT1 0.04 0.04
tblVehicleEF LDT1 0.16 0.66
tblVehicleEF LDT1 0.21 0.40
tblVehicleEF LDT1 0.01 6.5570e-003
tblVehicleEF LDT1 0.01 0.07
tblVehicleEF LDT1 1.28 1.36
tblVehicleEF LDT1 2.36 2.00
tblVehicleEF LDT1 337.31 324.18
tblVehicleEF LDT1 71.81 64.47
tblVehicleEF LDT1 0.10 0.09
tblVehicleEF LDT1 2.5570e-003 2.3040e-003
tblVehicleEF LDT1 3.2780e-003 2.6430e-003
tblVehicleEF LDT1 2.3530e-003 2.1200e-003
tblVehicleEF LDT1 3.0150e-003 2.4300e-003
tblVehicleEF LDT1 0.17 0.18
tblVehicleEF LDT1 0.26 0.20
tblVehicleEF LDT1 0.14 0.15
tblVehicleEF LDT1 0.03 0.03
tblVehicleEF LDT1 0.14 0.61
tblVehicleEF LDT1 0.17 0.32
tblVehicleEF LDT1 3.3880e-003 3.2080e-003
tblVehicleEF LDT1 7.5900e-004 6.3800e-004
tblVehicleEF LDT1 0.17 0.18
tblVehicleEF LDT1 0.26 0.20
tblVehicleEF LDT1 0.14 0.15
tblVehicleEF LDT1 0.04 0.04
tblVehicleEF LDT1 0.14 0.61
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 11 of 70
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tblVehicleEF LDT1 0.19 0.36
tblVehicleEF LDT1 9.8200e-003 6.0950e-003
tblVehicleEF LDT1 0.01 0.07
tblVehicleEF LDT1 1.16 1.22
tblVehicleEF LDT1 2.82 2.39
tblVehicleEF LDT1 319.38 308.94
tblVehicleEF LDT1 71.81 65.25
tblVehicleEF LDT1 0.11 0.10
tblVehicleEF LDT1 2.5570e-003 2.3040e-003
tblVehicleEF LDT1 3.2780e-003 2.6430e-003
tblVehicleEF LDT1 2.3530e-003 2.1200e-003
tblVehicleEF LDT1 3.0150e-003 2.4300e-003
tblVehicleEF LDT1 0.12 0.13
tblVehicleEF LDT1 0.29 0.22
tblVehicleEF LDT1 0.10 0.11
tblVehicleEF LDT1 0.02 0.03
tblVehicleEF LDT1 0.18 0.78
tblVehicleEF LDT1 0.19 0.37
tblVehicleEF LDT1 3.2070e-003 3.0570e-003
tblVehicleEF LDT1 7.6700e-004 6.4600e-004
tblVehicleEF LDT1 0.12 0.13
tblVehicleEF LDT1 0.29 0.22
tblVehicleEF LDT1 0.10 0.11
tblVehicleEF LDT1 0.04 0.04
tblVehicleEF LDT1 0.18 0.78
tblVehicleEF LDT1 0.21 0.41
tblVehicleEF LDT2 5.7840e-003 4.0560e-003
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 12 of 70
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tblVehicleEF LDT2 6.6620e-003 0.07
tblVehicleEF LDT2 0.74 0.91
tblVehicleEF LDT2 1.41 2.69
tblVehicleEF LDT2 369.26 341.01
tblVehicleEF LDT2 81.71 71.31
tblVehicleEF LDT2 0.07 0.07
tblVehicleEF LDT2 1.8090e-003 1.6350e-003
tblVehicleEF LDT2 2.1990e-003 1.8190e-003
tblVehicleEF LDT2 1.6640e-003 1.5050e-003
tblVehicleEF LDT2 2.0220e-003 1.6730e-003
tblVehicleEF LDT2 0.05 0.07
tblVehicleEF LDT2 0.11 0.12
tblVehicleEF LDT2 0.05 0.08
tblVehicleEF LDT2 0.01 0.02
tblVehicleEF LDT2 0.06 0.39
tblVehicleEF LDT2 0.09 0.32
tblVehicleEF LDT2 3.6980e-003 3.3740e-003
tblVehicleEF LDT2 8.4100e-004 7.0600e-004
tblVehicleEF LDT2 0.05 0.07
tblVehicleEF LDT2 0.11 0.12
tblVehicleEF LDT2 0.05 0.08
tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.06 0.39
tblVehicleEF LDT2 0.10 0.35
tblVehicleEF LDT2 6.1050e-003 4.3050e-003
tblVehicleEF LDT2 5.9960e-003 0.06
tblVehicleEF LDT2 0.80 0.99
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 13 of 70
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tblVehicleEF LDT2 1.22 2.32
tblVehicleEF LDT2 384.42 352.00
tblVehicleEF LDT2 81.71 70.61
tblVehicleEF LDT2 0.06 0.06
tblVehicleEF LDT2 1.8090e-003 1.6350e-003
tblVehicleEF LDT2 2.1990e-003 1.8190e-003
tblVehicleEF LDT2 1.6640e-003 1.5050e-003
tblVehicleEF LDT2 2.0220e-003 1.6730e-003
tblVehicleEF LDT2 0.07 0.11
tblVehicleEF LDT2 0.11 0.13
tblVehicleEF LDT2 0.07 0.10
tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.05 0.36
tblVehicleEF LDT2 0.08 0.29
tblVehicleEF LDT2 3.8500e-003 3.4820e-003
tblVehicleEF LDT2 8.3800e-004 6.9900e-004
tblVehicleEF LDT2 0.07 0.11
tblVehicleEF LDT2 0.11 0.13
tblVehicleEF LDT2 0.07 0.10
tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.05 0.36
tblVehicleEF LDT2 0.09 0.31
tblVehicleEF LDT2 5.6750e-003 3.9780e-003
tblVehicleEF LDT2 6.7990e-003 0.07
tblVehicleEF LDT2 0.72 0.88
tblVehicleEF LDT2 1.45 2.77
tblVehicleEF LDT2 363.66 336.95
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 14 of 70
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tblVehicleEF LDT2 81.71 71.46
tblVehicleEF LDT2 0.07 0.07
tblVehicleEF LDT2 1.8090e-003 1.6350e-003
tblVehicleEF LDT2 2.1990e-003 1.8190e-003
tblVehicleEF LDT2 1.6640e-003 1.5050e-003
tblVehicleEF LDT2 2.0220e-003 1.6730e-003
tblVehicleEF LDT2 0.04 0.07
tblVehicleEF LDT2 0.11 0.13
tblVehicleEF LDT2 0.05 0.08
tblVehicleEF LDT2 0.01 0.02
tblVehicleEF LDT2 0.07 0.46
tblVehicleEF LDT2 0.09 0.33
tblVehicleEF LDT2 3.6420e-003 3.3340e-003
tblVehicleEF LDT2 8.4100e-004 7.0700e-004
tblVehicleEF LDT2 0.04 0.07
tblVehicleEF LDT2 0.11 0.13
tblVehicleEF LDT2 0.05 0.08
tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.07 0.46
tblVehicleEF LDT2 0.10 0.36
tblVehicleEF LHD1 5.7990e-003 5.8180e-003
tblVehicleEF LHD1 0.01 5.0100e-003
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 0.15 0.19
tblVehicleEF LHD1 0.78 0.57
tblVehicleEF LHD1 2.55 1.09
tblVehicleEF LHD1 9.03 9.05
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 15 of 70
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tblVehicleEF LHD1 603.73 667.72
tblVehicleEF LHD1 33.13 12.41
tblVehicleEF LHD1 0.08 0.06
tblVehicleEF LHD1 1.27 0.81
tblVehicleEF LHD1 8.6000e-004 7.5600e-004
tblVehicleEF LHD1 0.01 9.6460e-003
tblVehicleEF LHD1 0.01 7.2150e-003
tblVehicleEF LHD1 9.1700e-004 2.5500e-004
tblVehicleEF LHD1 8.2300e-004 7.2300e-004
tblVehicleEF LHD1 2.5110e-003 2.4120e-003
tblVehicleEF LHD1 9.9290e-003 6.8770e-003
tblVehicleEF LHD1 8.4300e-004 2.3500e-004
tblVehicleEF LHD1 2.8210e-003 2.2570e-003
tblVehicleEF LHD1 0.10 0.07
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 1.7870e-003 1.4220e-003
tblVehicleEF LHD1 0.06 0.05
tblVehicleEF LHD1 0.28 0.47
tblVehicleEF LHD1 0.27 0.08
tblVehicleEF LHD1 9.1000e-005 8.8000e-005
tblVehicleEF LHD1 5.9280e-003 6.5210e-003
tblVehicleEF LHD1 3.7900e-004 1.2300e-004
tblVehicleEF LHD1 2.8210e-003 2.2570e-003
tblVehicleEF LHD1 0.10 0.07
tblVehicleEF LHD1 0.02 0.03
tblVehicleEF LHD1 1.7870e-003 1.4220e-003
tblVehicleEF LHD1 0.08 0.06
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 16 of 70
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tblVehicleEF LHD1 0.28 0.47
tblVehicleEF LHD1 0.29 0.09
tblVehicleEF LHD1 5.7990e-003 5.8300e-003
tblVehicleEF LHD1 0.01 5.0980e-003
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 0.15 0.19
tblVehicleEF LHD1 0.79 0.58
tblVehicleEF LHD1 2.44 1.04
tblVehicleEF LHD1 9.03 9.05
tblVehicleEF LHD1 603.73 667.74
tblVehicleEF LHD1 33.13 12.33
tblVehicleEF LHD1 0.08 0.06
tblVehicleEF LHD1 1.19 0.76
tblVehicleEF LHD1 8.6000e-004 7.5600e-004
tblVehicleEF LHD1 0.01 9.6460e-003
tblVehicleEF LHD1 0.01 7.2150e-003
tblVehicleEF LHD1 9.1700e-004 2.5500e-004
tblVehicleEF LHD1 8.2300e-004 7.2300e-004
tblVehicleEF LHD1 2.5110e-003 2.4120e-003
tblVehicleEF LHD1 9.9290e-003 6.8770e-003
tblVehicleEF LHD1 8.4300e-004 2.3500e-004
tblVehicleEF LHD1 3.9390e-003 3.1600e-003
tblVehicleEF LHD1 0.10 0.07
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 2.4300e-003 1.9450e-003
tblVehicleEF LHD1 0.06 0.05
tblVehicleEF LHD1 0.27 0.45
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 17 of 70
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tblVehicleEF LHD1 0.26 0.08
tblVehicleEF LHD1 9.1000e-005 8.8000e-005
tblVehicleEF LHD1 5.9280e-003 6.5210e-003
tblVehicleEF LHD1 3.7700e-004 1.2200e-004
tblVehicleEF LHD1 3.9390e-003 3.1600e-003
tblVehicleEF LHD1 0.10 0.07
tblVehicleEF LHD1 0.02 0.03
tblVehicleEF LHD1 2.4300e-003 1.9450e-003
tblVehicleEF LHD1 0.08 0.06
tblVehicleEF LHD1 0.27 0.45
tblVehicleEF LHD1 0.28 0.08
tblVehicleEF LHD1 5.7990e-003 5.8160e-003
tblVehicleEF LHD1 0.01 4.9860e-003
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 0.15 0.19
tblVehicleEF LHD1 0.77 0.57
tblVehicleEF LHD1 2.56 1.09
tblVehicleEF LHD1 9.03 9.05
tblVehicleEF LHD1 603.73 667.72
tblVehicleEF LHD1 33.13 12.42
tblVehicleEF LHD1 0.08 0.06
tblVehicleEF LHD1 1.24 0.80
tblVehicleEF LHD1 8.6000e-004 7.5600e-004
tblVehicleEF LHD1 0.01 9.6460e-003
tblVehicleEF LHD1 0.01 7.2150e-003
tblVehicleEF LHD1 9.1700e-004 2.5500e-004
tblVehicleEF LHD1 8.2300e-004 7.2300e-004
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 18 of 70
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tblVehicleEF LHD1 2.5110e-003 2.4120e-003
tblVehicleEF LHD1 9.9290e-003 6.8770e-003
tblVehicleEF LHD1 8.4300e-004 2.3500e-004
tblVehicleEF LHD1 2.9400e-003 2.3610e-003
tblVehicleEF LHD1 0.11 0.08
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 1.8110e-003 1.4460e-003
tblVehicleEF LHD1 0.06 0.05
tblVehicleEF LHD1 0.30 0.50
tblVehicleEF LHD1 0.27 0.08
tblVehicleEF LHD1 9.1000e-005 8.8000e-005
tblVehicleEF LHD1 5.9280e-003 6.5210e-003
tblVehicleEF LHD1 3.8000e-004 1.2300e-004
tblVehicleEF LHD1 2.9400e-003 2.3610e-003
tblVehicleEF LHD1 0.11 0.08
tblVehicleEF LHD1 0.02 0.03
tblVehicleEF LHD1 1.8110e-003 1.4460e-003
tblVehicleEF LHD1 0.08 0.06
tblVehicleEF LHD1 0.30 0.50
tblVehicleEF LHD1 0.29 0.09
tblVehicleEF LHD2 4.2890e-003 4.2530e-003
tblVehicleEF LHD2 4.2710e-003 3.6630e-003
tblVehicleEF LHD2 9.4470e-003 0.01
tblVehicleEF LHD2 0.13 0.16
tblVehicleEF LHD2 0.36 0.41
tblVehicleEF LHD2 1.38 0.76
tblVehicleEF LHD2 13.67 13.61
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 19 of 70
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tblVehicleEF LHD2 619.08 679.10
tblVehicleEF LHD2 28.46 10.01
tblVehicleEF LHD2 0.10 0.09
tblVehicleEF LHD2 0.87 0.94
tblVehicleEF LHD2 1.1890e-003 1.1970e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 9.7400e-003 0.01
tblVehicleEF LHD2 4.6100e-004 1.4900e-004
tblVehicleEF LHD2 1.1370e-003 1.1460e-003
tblVehicleEF LHD2 2.6460e-003 2.6120e-003
tblVehicleEF LHD2 9.3060e-003 9.6640e-003
tblVehicleEF LHD2 4.2300e-004 1.3700e-004
tblVehicleEF LHD2 1.1610e-003 1.4570e-003
tblVehicleEF LHD2 0.04 0.05
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 7.7900e-004 9.3400e-004
tblVehicleEF LHD2 0.05 0.05
tblVehicleEF LHD2 0.09 0.30
tblVehicleEF LHD2 0.13 0.06
tblVehicleEF LHD2 1.3400e-004 1.3100e-004
tblVehicleEF LHD2 6.0340e-003 6.5780e-003
tblVehicleEF LHD2 3.1000e-004 9.9000e-005
tblVehicleEF LHD2 1.1610e-003 1.4570e-003
tblVehicleEF LHD2 0.04 0.05
tblVehicleEF LHD2 0.02 0.03
tblVehicleEF LHD2 7.7900e-004 9.3400e-004
tblVehicleEF LHD2 0.05 0.06
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 20 of 70
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tblVehicleEF LHD2 0.09 0.30
tblVehicleEF LHD2 0.14 0.06
tblVehicleEF LHD2 4.2890e-003 4.2620e-003
tblVehicleEF LHD2 4.3220e-003 3.7010e-003
tblVehicleEF LHD2 9.1410e-003 0.01
tblVehicleEF LHD2 0.13 0.16
tblVehicleEF LHD2 0.37 0.41
tblVehicleEF LHD2 1.32 0.73
tblVehicleEF LHD2 13.67 13.61
tblVehicleEF LHD2 619.08 679.11
tblVehicleEF LHD2 28.46 9.96
tblVehicleEF LHD2 0.10 0.09
tblVehicleEF LHD2 0.82 0.88
tblVehicleEF LHD2 1.1890e-003 1.1970e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 9.7400e-003 0.01
tblVehicleEF LHD2 4.6100e-004 1.4900e-004
tblVehicleEF LHD2 1.1370e-003 1.1460e-003
tblVehicleEF LHD2 2.6460e-003 2.6120e-003
tblVehicleEF LHD2 9.3060e-003 9.6640e-003
tblVehicleEF LHD2 4.2300e-004 1.3700e-004
tblVehicleEF LHD2 1.6270e-003 2.0410e-003
tblVehicleEF LHD2 0.04 0.05
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 1.0610e-003 1.2770e-003
tblVehicleEF LHD2 0.05 0.05
tblVehicleEF LHD2 0.08 0.29
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 21 of 70
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tblVehicleEF LHD2 0.12 0.05
tblVehicleEF LHD2 1.3400e-004 1.3100e-004
tblVehicleEF LHD2 6.0340e-003 6.5780e-003
tblVehicleEF LHD2 3.0900e-004 9.9000e-005
tblVehicleEF LHD2 1.6270e-003 2.0410e-003
tblVehicleEF LHD2 0.04 0.05
tblVehicleEF LHD2 0.02 0.03
tblVehicleEF LHD2 1.0610e-003 1.2770e-003
tblVehicleEF LHD2 0.05 0.06
tblVehicleEF LHD2 0.08 0.29
tblVehicleEF LHD2 0.13 0.06
tblVehicleEF LHD2 4.2890e-003 4.2510e-003
tblVehicleEF LHD2 4.2570e-003 3.6530e-003
tblVehicleEF LHD2 9.5090e-003 0.01
tblVehicleEF LHD2 0.13 0.16
tblVehicleEF LHD2 0.36 0.41
tblVehicleEF LHD2 1.38 0.76
tblVehicleEF LHD2 13.67 13.61
tblVehicleEF LHD2 619.08 679.10
tblVehicleEF LHD2 28.46 10.02
tblVehicleEF LHD2 0.10 0.09
tblVehicleEF LHD2 0.85 0.92
tblVehicleEF LHD2 1.1890e-003 1.1970e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 9.7400e-003 0.01
tblVehicleEF LHD2 4.6100e-004 1.4900e-004
tblVehicleEF LHD2 1.1370e-003 1.1460e-003
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 22 of 70
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tblVehicleEF LHD2 2.6460e-003 2.6120e-003
tblVehicleEF LHD2 9.3060e-003 9.6640e-003
tblVehicleEF LHD2 4.2300e-004 1.3700e-004
tblVehicleEF LHD2 1.1810e-003 1.5020e-003
tblVehicleEF LHD2 0.04 0.06
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 7.7800e-004 9.3300e-004
tblVehicleEF LHD2 0.05 0.05
tblVehicleEF LHD2 0.10 0.33
tblVehicleEF LHD2 0.13 0.06
tblVehicleEF LHD2 1.3400e-004 1.3100e-004
tblVehicleEF LHD2 6.0340e-003 6.5780e-003
tblVehicleEF LHD2 3.1000e-004 9.9000e-005
tblVehicleEF LHD2 1.1810e-003 1.5020e-003
tblVehicleEF LHD2 0.04 0.06
tblVehicleEF LHD2 0.02 0.03
tblVehicleEF LHD2 7.7800e-004 9.3300e-004
tblVehicleEF LHD2 0.05 0.06
tblVehicleEF LHD2 0.10 0.33
tblVehicleEF LHD2 0.14 0.06
tblVehicleEF MCY 0.48 0.35
tblVehicleEF MCY 0.15 0.24
tblVehicleEF MCY 18.61 18.90
tblVehicleEF MCY 9.56 8.43
tblVehicleEF MCY 177.57 214.49
tblVehicleEF MCY 45.30 60.11
tblVehicleEF MCY 1.12 1.12
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 23 of 70
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tblVehicleEF MCY 2.1370e-003 2.1160e-003
tblVehicleEF MCY 3.9240e-003 3.2680e-003
tblVehicleEF MCY 1.9990e-003 1.9800e-003
tblVehicleEF MCY 3.7000e-003 3.0810e-003
tblVehicleEF MCY 1.13 1.16
tblVehicleEF MCY 0.69 0.72
tblVehicleEF MCY 0.71 0.72
tblVehicleEF MCY 2.38 2.40
tblVehicleEF MCY 0.65 2.07
tblVehicleEF MCY 2.05 1.82
tblVehicleEF MCY 2.1510e-003 2.1230e-003
tblVehicleEF MCY 6.7000e-004 5.9500e-004
tblVehicleEF MCY 1.13 1.16
tblVehicleEF MCY 0.69 0.72
tblVehicleEF MCY 0.71 0.72
tblVehicleEF MCY 2.95 2.97
tblVehicleEF MCY 0.65 2.07
tblVehicleEF MCY 2.24 1.98
tblVehicleEF MCY 0.47 0.35
tblVehicleEF MCY 0.14 0.21
tblVehicleEF MCY 17.91 18.17
tblVehicleEF MCY 8.81 7.74
tblVehicleEF MCY 177.57 213.12
tblVehicleEF MCY 45.30 58.36
tblVehicleEF MCY 0.98 0.98
tblVehicleEF MCY 2.1370e-003 2.1160e-003
tblVehicleEF MCY 3.9240e-003 3.2680e-003
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 24 of 70
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tblVehicleEF MCY 1.9990e-003 1.9800e-003
tblVehicleEF MCY 3.7000e-003 3.0810e-003
tblVehicleEF MCY 1.71 1.74
tblVehicleEF MCY 0.73 0.76
tblVehicleEF MCY 1.12 1.14
tblVehicleEF MCY 2.33 2.34
tblVehicleEF MCY 0.61 1.94
tblVehicleEF MCY 1.85 1.62
tblVehicleEF MCY 2.1380e-003 2.1090e-003
tblVehicleEF MCY 6.5100e-004 5.7700e-004
tblVehicleEF MCY 1.71 1.74
tblVehicleEF MCY 0.73 0.76
tblVehicleEF MCY 1.12 1.14
tblVehicleEF MCY 2.89 2.90
tblVehicleEF MCY 0.61 1.94
tblVehicleEF MCY 2.01 1.77
tblVehicleEF MCY 0.48 0.35
tblVehicleEF MCY 0.15 0.24
tblVehicleEF MCY 18.72 19.01
tblVehicleEF MCY 9.67 8.55
tblVehicleEF MCY 177.57 214.70
tblVehicleEF MCY 45.30 60.42
tblVehicleEF MCY 1.09 1.09
tblVehicleEF MCY 2.1370e-003 2.1160e-003
tblVehicleEF MCY 3.9240e-003 3.2680e-003
tblVehicleEF MCY 1.9990e-003 1.9800e-003
tblVehicleEF MCY 3.7000e-003 3.0810e-003
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 25 of 70
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tblVehicleEF MCY 1.26 1.28
tblVehicleEF MCY 0.89 0.92
tblVehicleEF MCY 0.75 0.76
tblVehicleEF MCY 2.39 2.41
tblVehicleEF MCY 0.75 2.38
tblVehicleEF MCY 2.09 1.86
tblVehicleEF MCY 2.1530e-003 2.1250e-003
tblVehicleEF MCY 6.7300e-004 5.9800e-004
tblVehicleEF MCY 1.26 1.28
tblVehicleEF MCY 0.89 0.92
tblVehicleEF MCY 0.75 0.76
tblVehicleEF MCY 2.97 2.98
tblVehicleEF MCY 0.75 2.38
tblVehicleEF MCY 2.28 2.02
tblVehicleEF MDV 0.01 5.6010e-003
tblVehicleEF MDV 0.01 0.08
tblVehicleEF MDV 1.26 1.12
tblVehicleEF MDV 2.62 3.12
tblVehicleEF MDV 500.02 420.73
tblVehicleEF MDV 108.15 86.72
tblVehicleEF MDV 0.14 0.10
tblVehicleEF MDV 1.9190e-003 1.7840e-003
tblVehicleEF MDV 2.3090e-003 1.9820e-003
tblVehicleEF MDV 1.7700e-003 1.6450e-003
tblVehicleEF MDV 2.1250e-003 1.8230e-003
tblVehicleEF MDV 0.07 0.08
tblVehicleEF MDV 0.16 0.14
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 26 of 70
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tblVehicleEF MDV 0.07 0.09
tblVehicleEF MDV 0.03 0.02
tblVehicleEF MDV 0.10 0.42
tblVehicleEF MDV 0.20 0.41
tblVehicleEF MDV 5.0080e-003 4.1600e-003
tblVehicleEF MDV 1.1270e-003 8.5800e-004
tblVehicleEF MDV 0.07 0.08
tblVehicleEF MDV 0.16 0.14
tblVehicleEF MDV 0.07 0.09
tblVehicleEF MDV 0.04 0.03
tblVehicleEF MDV 0.10 0.42
tblVehicleEF MDV 0.22 0.45
tblVehicleEF MDV 0.01 5.9080e-003
tblVehicleEF MDV 0.01 0.08
tblVehicleEF MDV 1.36 1.20
tblVehicleEF MDV 2.27 2.68
tblVehicleEF MDV 519.96 432.28
tblVehicleEF MDV 108.15 85.89
tblVehicleEF MDV 0.12 0.09
tblVehicleEF MDV 1.9190e-003 1.7840e-003
tblVehicleEF MDV 2.3090e-003 1.9820e-003
tblVehicleEF MDV 1.7700e-003 1.6450e-003
tblVehicleEF MDV 2.1250e-003 1.8230e-003
tblVehicleEF MDV 0.10 0.12
tblVehicleEF MDV 0.16 0.14
tblVehicleEF MDV 0.10 0.12
tblVehicleEF MDV 0.03 0.03
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 27 of 70
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tblVehicleEF MDV 0.09 0.39
tblVehicleEF MDV 0.18 0.37
tblVehicleEF MDV 5.2090e-003 4.2740e-003
tblVehicleEF MDV 1.1210e-003 8.5000e-004
tblVehicleEF MDV 0.10 0.12
tblVehicleEF MDV 0.16 0.14
tblVehicleEF MDV 0.10 0.12
tblVehicleEF MDV 0.05 0.04
tblVehicleEF MDV 0.09 0.39
tblVehicleEF MDV 0.20 0.40
tblVehicleEF MDV 0.01 5.5000e-003
tblVehicleEF MDV 0.02 0.09
tblVehicleEF MDV 1.23 1.08
tblVehicleEF MDV 2.69 3.21
tblVehicleEF MDV 492.66 416.47
tblVehicleEF MDV 108.15 86.90
tblVehicleEF MDV 0.13 0.10
tblVehicleEF MDV 1.9190e-003 1.7840e-003
tblVehicleEF MDV 2.3090e-003 1.9820e-003
tblVehicleEF MDV 1.7700e-003 1.6450e-003
tblVehicleEF MDV 2.1250e-003 1.8230e-003
tblVehicleEF MDV 0.06 0.08
tblVehicleEF MDV 0.17 0.15
tblVehicleEF MDV 0.07 0.09
tblVehicleEF MDV 0.03 0.02
tblVehicleEF MDV 0.11 0.49
tblVehicleEF MDV 0.20 0.42
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 28 of 70
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tblVehicleEF MDV 4.9340e-003 4.1170e-003
tblVehicleEF MDV 1.1290e-003 8.6000e-004
tblVehicleEF MDV 0.06 0.08
tblVehicleEF MDV 0.17 0.15
tblVehicleEF MDV 0.07 0.09
tblVehicleEF MDV 0.04 0.03
tblVehicleEF MDV 0.11 0.49
tblVehicleEF MDV 0.22 0.46
tblVehicleEF MH 0.03 3.3600e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.15 0.31
tblVehicleEF MH 5.50 0.00
tblVehicleEF MH 1,108.90 981.53
tblVehicleEF MH 57.43 0.00
tblVehicleEF MH 1.43 3.91
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.03 0.10
tblVehicleEF MH 1.0490e-003 0.00
tblVehicleEF MH 3.2420e-003 4.0000e-003
tblVehicleEF MH 0.03 0.09
tblVehicleEF MH 9.6500e-004 0.00
tblVehicleEF MH 0.95 0.00
tblVehicleEF MH 0.07 0.00
tblVehicleEF MH 0.41 0.00
tblVehicleEF MH 0.09 0.07
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 0.32 0.00
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 29 of 70
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tblVehicleEF MH 0.01 9.2790e-003
tblVehicleEF MH 6.7000e-004 0.00
tblVehicleEF MH 0.95 0.00
tblVehicleEF MH 0.07 0.00
tblVehicleEF MH 0.41 0.00
tblVehicleEF MH 0.12 0.08
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 0.35 0.00
tblVehicleEF MH 0.03 3.3600e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.21 0.31
tblVehicleEF MH 5.21 0.00
tblVehicleEF MH 1,108.90 981.53
tblVehicleEF MH 57.43 0.00
tblVehicleEF MH 1.33 3.70
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.03 0.10
tblVehicleEF MH 1.0490e-003 0.00
tblVehicleEF MH 3.2420e-003 4.0000e-003
tblVehicleEF MH 0.03 0.09
tblVehicleEF MH 9.6500e-004 0.00
tblVehicleEF MH 1.28 0.00
tblVehicleEF MH 0.07 0.00
tblVehicleEF MH 0.56 0.00
tblVehicleEF MH 0.09 0.07
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 0.31 0.00
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 30 of 70
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tblVehicleEF MH 0.01 9.2790e-003
tblVehicleEF MH 6.6500e-004 0.00
tblVehicleEF MH 1.28 0.00
tblVehicleEF MH 0.07 0.00
tblVehicleEF MH 0.56 0.00
tblVehicleEF MH 0.12 0.08
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 0.34 0.00
tblVehicleEF MH 0.03 3.3600e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.13 0.31
tblVehicleEF MH 5.54 0.00
tblVehicleEF MH 1,108.90 981.53
tblVehicleEF MH 57.43 0.00
tblVehicleEF MH 1.40 3.84
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.03 0.10
tblVehicleEF MH 1.0490e-003 0.00
tblVehicleEF MH 3.2420e-003 4.0000e-003
tblVehicleEF MH 0.03 0.09
tblVehicleEF MH 9.6500e-004 0.00
tblVehicleEF MH 1.05 0.00
tblVehicleEF MH 0.08 0.00
tblVehicleEF MH 0.43 0.00
tblVehicleEF MH 0.09 0.07
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 0.32 0.00
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 31 of 70
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tblVehicleEF MH 0.01 9.2790e-003
tblVehicleEF MH 6.7100e-004 0.00
tblVehicleEF MH 1.05 0.00
tblVehicleEF MH 0.08 0.00
tblVehicleEF MH 0.43 0.00
tblVehicleEF MH 0.12 0.08
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 0.35 0.00
tblVehicleEF MHD 0.02 4.9130e-003
tblVehicleEF MHD 4.2090e-003 5.6110e-003
tblVehicleEF MHD 0.05 0.01
tblVehicleEF MHD 0.36 0.39
tblVehicleEF MHD 0.33 0.51
tblVehicleEF MHD 6.12 1.31
tblVehicleEF MHD 141.40 56.75
tblVehicleEF MHD 1,144.82 1,086.34
tblVehicleEF MHD 60.68 12.86
tblVehicleEF MHD 0.54 0.43
tblVehicleEF MHD 1.18 1.96
tblVehicleEF MHD 2.3000e-004 1.4510e-003
tblVehicleEF MHD 5.5730e-003 0.05
tblVehicleEF MHD 7.9300e-004 1.1900e-004
tblVehicleEF MHD 2.2000e-004 1.3880e-003
tblVehicleEF MHD 5.3290e-003 0.05
tblVehicleEF MHD 7.2900e-004 1.0900e-004
tblVehicleEF MHD 1.1360e-003 4.8700e-004
tblVehicleEF MHD 0.04 0.02
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 32 of 70
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tblVehicleEF MHD 0.03 0.02
tblVehicleEF MHD 7.3800e-004 3.2900e-004
tblVehicleEF MHD 0.04 0.09
tblVehicleEF MHD 0.02 0.10
tblVehicleEF MHD 0.38 0.06
tblVehicleEF MHD 1.3610e-003 5.4000e-004
tblVehicleEF MHD 0.01 0.01
tblVehicleEF MHD 7.1400e-004 1.2700e-004
tblVehicleEF MHD 1.1360e-003 4.8700e-004
tblVehicleEF MHD 0.04 0.02
tblVehicleEF MHD 0.04 0.03
tblVehicleEF MHD 7.3800e-004 3.2900e-004
tblVehicleEF MHD 0.05 0.11
tblVehicleEF MHD 0.02 0.10
tblVehicleEF MHD 0.41 0.07
tblVehicleEF MHD 0.02 4.6520e-003
tblVehicleEF MHD 4.2610e-003 5.6470e-003
tblVehicleEF MHD 0.05 0.01
tblVehicleEF MHD 0.26 0.31
tblVehicleEF MHD 0.34 0.51
tblVehicleEF MHD 5.83 1.25
tblVehicleEF MHD 149.77 57.73
tblVehicleEF MHD 1,144.82 1,086.35
tblVehicleEF MHD 60.68 12.75
tblVehicleEF MHD 0.56 0.43
tblVehicleEF MHD 1.12 1.85
tblVehicleEF MHD 1.9400e-004 1.2250e-003
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 33 of 70
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tblVehicleEF MHD 5.5730e-003 0.05
tblVehicleEF MHD 7.9300e-004 1.1900e-004
tblVehicleEF MHD 1.8500e-004 1.1720e-003
tblVehicleEF MHD 5.3290e-003 0.05
tblVehicleEF MHD 7.2900e-004 1.0900e-004
tblVehicleEF MHD 1.6040e-003 6.8900e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.02 0.02
tblVehicleEF MHD 1.0240e-003 4.5600e-004
tblVehicleEF MHD 0.04 0.09
tblVehicleEF MHD 0.02 0.09
tblVehicleEF MHD 0.36 0.06
tblVehicleEF MHD 1.4400e-003 5.5000e-004
tblVehicleEF MHD 0.01 0.01
tblVehicleEF MHD 7.0900e-004 1.2600e-004
tblVehicleEF MHD 1.6040e-003 6.8900e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.03 0.03
tblVehicleEF MHD 1.0240e-003 4.5600e-004
tblVehicleEF MHD 0.05 0.11
tblVehicleEF MHD 0.02 0.09
tblVehicleEF MHD 0.40 0.06
tblVehicleEF MHD 0.02 5.2900e-003
tblVehicleEF MHD 4.1930e-003 5.5990e-003
tblVehicleEF MHD 0.05 0.01
tblVehicleEF MHD 0.50 0.50
tblVehicleEF MHD 0.33 0.51
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 34 of 70
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tblVehicleEF MHD 6.17 1.32
tblVehicleEF MHD 129.83 55.39
tblVehicleEF MHD 1,144.82 1,086.34
tblVehicleEF MHD 60.68 12.88
tblVehicleEF MHD 0.52 0.42
tblVehicleEF MHD 1.16 1.92
tblVehicleEF MHD 2.8000e-004 1.7620e-003
tblVehicleEF MHD 5.5730e-003 0.05
tblVehicleEF MHD 7.9300e-004 1.1900e-004
tblVehicleEF MHD 2.6800e-004 1.6860e-003
tblVehicleEF MHD 5.3290e-003 0.05
tblVehicleEF MHD 7.2900e-004 1.0900e-004
tblVehicleEF MHD 1.1820e-003 4.9800e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.03 0.03
tblVehicleEF MHD 7.5300e-004 3.3100e-004
tblVehicleEF MHD 0.04 0.09
tblVehicleEF MHD 0.02 0.11
tblVehicleEF MHD 0.38 0.06
tblVehicleEF MHD 1.2520e-003 5.2700e-004
tblVehicleEF MHD 0.01 0.01
tblVehicleEF MHD 7.1500e-004 1.2700e-004
tblVehicleEF MHD 1.1820e-003 4.9800e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.04 0.03
tblVehicleEF MHD 7.5300e-004 3.3100e-004
tblVehicleEF MHD 0.05 0.11
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 35 of 70
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tblVehicleEF MHD 0.02 0.11
tblVehicleEF MHD 0.42 0.07
tblVehicleEF OBUS 0.01 9.0600e-003
tblVehicleEF OBUS 8.4360e-003 9.3580e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.28 0.55
tblVehicleEF OBUS 0.58 1.01
tblVehicleEF OBUS 5.60 2.44
tblVehicleEF OBUS 84.68 84.33
tblVehicleEF OBUS 1,226.51 1,422.10
tblVehicleEF OBUS 69.78 20.28
tblVehicleEF OBUS 0.42 0.52
tblVehicleEF OBUS 1.44 1.85
tblVehicleEF OBUS 1.4500e-004 2.0430e-003
tblVehicleEF OBUS 7.3790e-003 0.04
tblVehicleEF OBUS 8.3400e-004 1.9500e-004
tblVehicleEF OBUS 1.3900e-004 1.9550e-003
tblVehicleEF OBUS 7.0420e-003 0.03
tblVehicleEF OBUS 7.6700e-004 1.7900e-004
tblVehicleEF OBUS 1.4250e-003 1.8490e-003
tblVehicleEF OBUS 0.02 0.02
tblVehicleEF OBUS 0.04 0.06
tblVehicleEF OBUS 7.6500e-004 9.7800e-004
tblVehicleEF OBUS 0.06 0.10
tblVehicleEF OBUS 0.04 0.23
tblVehicleEF OBUS 0.35 0.12
tblVehicleEF OBUS 8.2000e-004 8.0300e-004
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 36 of 70
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tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9600e-004 2.0100e-004
tblVehicleEF OBUS 1.4250e-003 1.8490e-003
tblVehicleEF OBUS 0.02 0.02
tblVehicleEF OBUS 0.05 0.08
tblVehicleEF OBUS 7.6500e-004 9.7800e-004
tblVehicleEF OBUS 0.07 0.12
tblVehicleEF OBUS 0.04 0.23
tblVehicleEF OBUS 0.39 0.13
tblVehicleEF OBUS 0.01 9.0790e-003
tblVehicleEF OBUS 8.5800e-003 9.4940e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.26 0.53
tblVehicleEF OBUS 0.58 1.02
tblVehicleEF OBUS 5.31 2.31
tblVehicleEF OBUS 88.70 84.93
tblVehicleEF OBUS 1,226.51 1,422.12
tblVehicleEF OBUS 69.78 20.06
tblVehicleEF OBUS 0.43 0.52
tblVehicleEF OBUS 1.35 1.74
tblVehicleEF OBUS 1.2200e-004 1.7270e-003
tblVehicleEF OBUS 7.3790e-003 0.04
tblVehicleEF OBUS 8.3400e-004 1.9500e-004
tblVehicleEF OBUS 1.1700e-004 1.6520e-003
tblVehicleEF OBUS 7.0420e-003 0.03
tblVehicleEF OBUS 7.6700e-004 1.7900e-004
tblVehicleEF OBUS 1.9610e-003 2.5310e-003
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 37 of 70
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tblVehicleEF OBUS 0.02 0.02
tblVehicleEF OBUS 0.04 0.06
tblVehicleEF OBUS 1.0530e-003 1.3340e-003
tblVehicleEF OBUS 0.06 0.10
tblVehicleEF OBUS 0.04 0.22
tblVehicleEF OBUS 0.34 0.11
tblVehicleEF OBUS 8.5900e-004 8.0900e-004
tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9100e-004 1.9900e-004
tblVehicleEF OBUS 1.9610e-003 2.5310e-003
tblVehicleEF OBUS 0.02 0.02
tblVehicleEF OBUS 0.05 0.08
tblVehicleEF OBUS 1.0530e-003 1.3340e-003
tblVehicleEF OBUS 0.07 0.12
tblVehicleEF OBUS 0.04 0.22
tblVehicleEF OBUS 0.37 0.13
tblVehicleEF OBUS 0.01 9.0540e-003
tblVehicleEF OBUS 8.3930e-003 9.3190e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.29 0.59
tblVehicleEF OBUS 0.57 1.00
tblVehicleEF OBUS 5.64 2.46
tblVehicleEF OBUS 79.14 83.50
tblVehicleEF OBUS 1,226.51 1,422.09
tblVehicleEF OBUS 69.78 20.31
tblVehicleEF OBUS 0.40 0.52
tblVehicleEF OBUS 1.41 1.81
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tblVehicleEF OBUS 1.7600e-004 2.4810e-003
tblVehicleEF OBUS 7.3790e-003 0.04
tblVehicleEF OBUS 8.3400e-004 1.9500e-004
tblVehicleEF OBUS 1.6900e-004 2.3730e-003
tblVehicleEF OBUS 7.0420e-003 0.03
tblVehicleEF OBUS 7.6700e-004 1.7900e-004
tblVehicleEF OBUS 1.4580e-003 1.9070e-003
tblVehicleEF OBUS 0.02 0.02
tblVehicleEF OBUS 0.04 0.06
tblVehicleEF OBUS 7.6200e-004 9.8200e-004
tblVehicleEF OBUS 0.06 0.10
tblVehicleEF OBUS 0.04 0.24
tblVehicleEF OBUS 0.36 0.12
tblVehicleEF OBUS 7.6700e-004 7.9500e-004
tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9700e-004 2.0100e-004
tblVehicleEF OBUS 1.4580e-003 1.9070e-003
tblVehicleEF OBUS 0.02 0.02
tblVehicleEF OBUS 0.05 0.08
tblVehicleEF OBUS 7.6200e-004 9.8200e-004
tblVehicleEF OBUS 0.07 0.12
tblVehicleEF OBUS 0.04 0.24
tblVehicleEF OBUS 0.39 0.13
tblVehicleEF SBUS 0.87 0.07
tblVehicleEF SBUS 0.02 0.01
tblVehicleEF SBUS 0.09 7.1320e-003
tblVehicleEF SBUS 8.16 2.80
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tblVehicleEF SBUS 1.19 1.03
tblVehicleEF SBUS 9.61 1.02
tblVehicleEF SBUS 1,131.05 356.18
tblVehicleEF SBUS 1,090.69 1,128.82
tblVehicleEF SBUS 54.18 5.79
tblVehicleEF SBUS 9.79 3.82
tblVehicleEF SBUS 4.65 6.33
tblVehicleEF SBUS 0.01 6.3360e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 0.03 0.04
tblVehicleEF SBUS 9.3500e-004 6.5000e-005
tblVehicleEF SBUS 0.01 6.0620e-003
tblVehicleEF SBUS 2.6810e-003 2.6580e-003
tblVehicleEF SBUS 0.02 0.04
tblVehicleEF SBUS 8.6000e-004 6.0000e-005
tblVehicleEF SBUS 3.6480e-003 1.1350e-003
tblVehicleEF SBUS 0.04 0.01
tblVehicleEF SBUS 0.98 0.34
tblVehicleEF SBUS 1.9360e-003 5.7500e-004
tblVehicleEF SBUS 0.13 0.14
tblVehicleEF SBUS 0.02 0.07
tblVehicleEF SBUS 0.51 0.04
tblVehicleEF SBUS 0.01 3.4000e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 7.0800e-004 5.7000e-005
tblVehicleEF SBUS 3.6480e-003 1.1350e-003
tblVehicleEF SBUS 0.04 0.01
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tblVehicleEF SBUS 1.42 0.48
tblVehicleEF SBUS 1.9360e-003 5.7500e-004
tblVehicleEF SBUS 0.16 0.17
tblVehicleEF SBUS 0.02 0.07
tblVehicleEF SBUS 0.56 0.05
tblVehicleEF SBUS 0.87 0.07
tblVehicleEF SBUS 0.02 0.01
tblVehicleEF SBUS 0.08 6.4080e-003
tblVehicleEF SBUS 8.04 2.75
tblVehicleEF SBUS 1.21 1.05
tblVehicleEF SBUS 7.94 0.84
tblVehicleEF SBUS 1,182.37 367.48
tblVehicleEF SBUS 1,090.69 1,128.85
tblVehicleEF SBUS 54.18 5.50
tblVehicleEF SBUS 10.10 3.93
tblVehicleEF SBUS 4.39 5.98
tblVehicleEF SBUS 8.9100e-003 5.3460e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 0.03 0.04
tblVehicleEF SBUS 9.3500e-004 6.5000e-005
tblVehicleEF SBUS 8.5240e-003 5.1150e-003
tblVehicleEF SBUS 2.6810e-003 2.6580e-003
tblVehicleEF SBUS 0.02 0.04
tblVehicleEF SBUS 8.6000e-004 6.0000e-005
tblVehicleEF SBUS 4.9860e-003 1.5480e-003
tblVehicleEF SBUS 0.04 0.01
tblVehicleEF SBUS 0.98 0.34
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tblVehicleEF SBUS 2.6570e-003 7.8500e-004
tblVehicleEF SBUS 0.13 0.14
tblVehicleEF SBUS 0.01 0.06
tblVehicleEF SBUS 0.46 0.04
tblVehicleEF SBUS 0.01 3.5060e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 6.8100e-004 5.4000e-005
tblVehicleEF SBUS 4.9860e-003 1.5480e-003
tblVehicleEF SBUS 0.04 0.01
tblVehicleEF SBUS 1.42 0.48
tblVehicleEF SBUS 2.6570e-003 7.8500e-004
tblVehicleEF SBUS 0.16 0.17
tblVehicleEF SBUS 0.01 0.06
tblVehicleEF SBUS 0.50 0.04
tblVehicleEF SBUS 0.87 0.07
tblVehicleEF SBUS 0.02 0.01
tblVehicleEF SBUS 0.09 7.2360e-003
tblVehicleEF SBUS 8.33 2.86
tblVehicleEF SBUS 1.18 1.03
tblVehicleEF SBUS 9.77 1.03
tblVehicleEF SBUS 1,060.18 340.58
tblVehicleEF SBUS 1,090.69 1,128.81
tblVehicleEF SBUS 54.18 5.82
tblVehicleEF SBUS 9.36 3.67
tblVehicleEF SBUS 4.57 6.22
tblVehicleEF SBUS 0.01 7.7020e-003
tblVehicleEF SBUS 0.01 0.01
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tblVehicleEF SBUS 0.03 0.04
tblVehicleEF SBUS 9.3500e-004 6.5000e-005
tblVehicleEF SBUS 0.01 7.3690e-003
tblVehicleEF SBUS 2.6810e-003 2.6580e-003
tblVehicleEF SBUS 0.02 0.04
tblVehicleEF SBUS 8.6000e-004 6.0000e-005
tblVehicleEF SBUS 3.6990e-003 1.1730e-003
tblVehicleEF SBUS 0.04 0.01
tblVehicleEF SBUS 0.99 0.34
tblVehicleEF SBUS 1.8970e-003 5.6800e-004
tblVehicleEF SBUS 0.13 0.14
tblVehicleEF SBUS 0.02 0.09
tblVehicleEF SBUS 0.51 0.04
tblVehicleEF SBUS 0.01 3.2520e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 7.1100e-004 5.8000e-005
tblVehicleEF SBUS 3.6990e-003 1.1730e-003
tblVehicleEF SBUS 0.04 0.01
tblVehicleEF SBUS 1.42 0.48
tblVehicleEF SBUS 1.8970e-003 5.6800e-004
tblVehicleEF SBUS 0.16 0.17
tblVehicleEF SBUS 0.02 0.09
tblVehicleEF SBUS 0.56 0.05
tblVehicleEF UBUS 1.93 7.28
tblVehicleEF UBUS 0.07 0.03
tblVehicleEF UBUS 8.96 27.90
tblVehicleEF UBUS 13.19 1.81
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tblVehicleEF UBUS 1,828.32 2,044.63
tblVehicleEF UBUS 133.38 22.76
tblVehicleEF UBUS 4.82 4.04
tblVehicleEF UBUS 0.53 0.08
tblVehicleEF UBUS 0.01 0.03
tblVehicleEF UBUS 0.04 5.2920e-003
tblVehicleEF UBUS 1.1810e-003 4.0000e-005
tblVehicleEF UBUS 0.23 0.03
tblVehicleEF UBUS 3.0000e-003 7.5850e-003
tblVehicleEF UBUS 0.04 5.0590e-003
tblVehicleEF UBUS 1.0860e-003 3.6000e-005
tblVehicleEF UBUS 6.1570e-003 2.6630e-003
tblVehicleEF UBUS 0.10 0.03
tblVehicleEF UBUS 3.6270e-003 1.8540e-003
tblVehicleEF UBUS 0.53 0.11
tblVehicleEF UBUS 0.03 0.21
tblVehicleEF UBUS 0.96 0.15
tblVehicleEF UBUS 8.6430e-003 4.3420e-003
tblVehicleEF UBUS 1.5700e-003 2.2500e-004
tblVehicleEF UBUS 6.1570e-003 2.6630e-003
tblVehicleEF UBUS 0.10 0.03
tblVehicleEF UBUS 3.6270e-003 1.8540e-003
tblVehicleEF UBUS 2.52 7.44
tblVehicleEF UBUS 0.03 0.21
tblVehicleEF UBUS 1.05 0.16
tblVehicleEF UBUS 1.94 7.28
tblVehicleEF UBUS 0.07 0.03
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tblVehicleEF UBUS 9.02 27.90
tblVehicleEF UBUS 11.63 1.61
tblVehicleEF UBUS 1,828.32 2,044.63
tblVehicleEF UBUS 133.38 22.40
tblVehicleEF UBUS 4.53 4.03
tblVehicleEF UBUS 0.53 0.08
tblVehicleEF UBUS 0.01 0.03
tblVehicleEF UBUS 0.04 5.2920e-003
tblVehicleEF UBUS 1.1810e-003 4.0000e-005
tblVehicleEF UBUS 0.23 0.03
tblVehicleEF UBUS 3.0000e-003 7.5850e-003
tblVehicleEF UBUS 0.04 5.0590e-003
tblVehicleEF UBUS 1.0860e-003 3.6000e-005
tblVehicleEF UBUS 8.2530e-003 3.6380e-003
tblVehicleEF UBUS 0.10 0.03
tblVehicleEF UBUS 4.8310e-003 2.4730e-003
tblVehicleEF UBUS 0.53 0.11
tblVehicleEF UBUS 0.03 0.19
tblVehicleEF UBUS 0.89 0.14
tblVehicleEF UBUS 8.6450e-003 4.3420e-003
tblVehicleEF UBUS 1.5430e-003 2.2200e-004
tblVehicleEF UBUS 8.2530e-003 3.6380e-003
tblVehicleEF UBUS 0.10 0.03
tblVehicleEF UBUS 4.8310e-003 2.4730e-003
tblVehicleEF UBUS 2.53 7.44
tblVehicleEF UBUS 0.03 0.19
tblVehicleEF UBUS 0.98 0.15
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tblVehicleEF UBUS 1.93 7.28
tblVehicleEF UBUS 0.07 0.03
tblVehicleEF UBUS 8.95 27.90
tblVehicleEF UBUS 13.46 1.85
tblVehicleEF UBUS 1,828.32 2,044.63
tblVehicleEF UBUS 133.38 22.82
tblVehicleEF UBUS 4.73 4.04
tblVehicleEF UBUS 0.53 0.08
tblVehicleEF UBUS 0.01 0.03
tblVehicleEF UBUS 0.04 5.2920e-003
tblVehicleEF UBUS 1.1810e-003 4.0000e-005
tblVehicleEF UBUS 0.23 0.03
tblVehicleEF UBUS 3.0000e-003 7.5850e-003
tblVehicleEF UBUS 0.04 5.0590e-003
tblVehicleEF UBUS 1.0860e-003 3.6000e-005
tblVehicleEF UBUS 6.9610e-003 2.5390e-003
tblVehicleEF UBUS 0.12 0.03
tblVehicleEF UBUS 3.8300e-003 1.7550e-003
tblVehicleEF UBUS 0.52 0.11
tblVehicleEF UBUS 0.04 0.26
tblVehicleEF UBUS 0.98 0.15
tblVehicleEF UBUS 8.6430e-003 4.3420e-003
tblVehicleEF UBUS 1.5750e-003 2.2600e-004
tblVehicleEF UBUS 6.9610e-003 2.5390e-003
tblVehicleEF UBUS 0.12 0.03
tblVehicleEF UBUS 3.8300e-003 1.7550e-003
tblVehicleEF UBUS 2.52 7.44
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2.0 Emissions Summary
tblVehicleEF UBUS 0.04 0.26
tblVehicleEF UBUS 1.07 0.16
tblVehicleTrips ST_TR 6.39 4.91
tblVehicleTrips SU_TR 5.86 4.09
tblVehicleTrips WD_TR 6.65 5.45
tblWoodstoves NumberCatalytic 3.10 0.00
tblWoodstoves NumberNoncatalytic 3.10 0.00
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2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2020 2.6845 27.1849 17.9995 0.0367 7.5424 1.0414 8.5838 3.5476 0.9728 4.5063 0.0000 3,771.102
2
3,771.102
2
0.8444 0.0000 3,792.211
0
2021 40.2381 18.1594 17.4925 0.0354 0.7649 0.8732 1.6381 0.2047 0.8346 1.0394 0.0000 3,349.471
6
3,349.471
6
0.5449 0.0000 3,362.680
8
Maximum 40.2381 27.1849 17.9995 0.0367 7.5424 1.0414 8.5838 3.5476 0.9728 4.5063 0.0000 3,771.102
2
3,771.102
2
0.8444 0.0000 3,792.211
0
Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2020 2.6845 27.1849 17.9995 0.0367 3.2115 1.0414 4.2529 1.4569 0.9728 2.4156 0.0000 3,771.102
1
3,771.102
1
0.8444 0.0000 3,792.2110
2021 40.2381 18.1594 17.4925 0.0354 0.7649 0.8732 1.6381 0.2047 0.8346 1.0394 0.0000 3,349.471
6
3,349.471
6
0.5449 0.0000 3,362.680
8
Maximum 40.2381 27.1849 17.9995 0.0367 3.2115 1.0414 4.2529 1.4569 0.9728 2.4156 0.0000 3,771.102
1
3,771.102
1
0.8444 0.0000 3,792.211
0
Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 52.13 0.00 42.37 55.72 0.00 37.70 0.00 0.00 0.00 0.00 0.00 0.00
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2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 1.6266 1.0876 5.5639 6.8300e-
003
0.1114 0.1114 0.1114 0.1114 0.0000 1,322.151
6
1,322.151
6
0.0341 0.0241 1,330.176
9
Energy 0.0152 0.1298 0.0553 8.3000e-
004
0.0105 0.0105 0.0105 0.0105 165.7541 165.7541 3.1800e-
003
3.0400e-
003
166.7391
Mobile 0.8597 2.0635 8.1341 0.0246 2.4449 0.0305 2.4754 0.6530 0.0287 0.6817 2,521.090
9
2,521.090
9
0.1603 2,525.098
7
Total 2.5015 3.2810 13.7533 0.0323 2.4449 0.1524 2.5973 0.6530 0.1506 0.8036 0.0000 4,008.996
7
4,008.996
7
0.1976 0.0271 4,022.014
7
Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 1.6266 1.0876 5.5639 6.8300e-
003
0.1114 0.1114 0.1114 0.1114 0.0000 1,322.151
6
1,322.151
6
0.0341 0.0241 1,330.176
9
Energy 0.0152 0.1298 0.0553 8.3000e-
004
0.0105 0.0105 0.0105 0.0105 165.7541 165.7541 3.1800e-
003
3.0400e-
003
166.7391
Mobile 0.8597 2.0635 8.1341 0.0246 2.4449 0.0305 2.4754 0.6530 0.0287 0.6817 2,521.090
9
2,521.090
9
0.1603 2,525.098
7
Total 2.5015 3.2810 13.7533 0.0323 2.4449 0.1524 2.5973 0.6530 0.1506 0.8036 0.0000 4,008.996
7
4,008.996
7
0.1976 0.0271 4,022.014
7
Mitigated Operational
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3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Site Preparation Site Preparation 10/5/2020 10/7/2020 5 3
2 Grading Grading 10/8/2020 10/15/2020 5 6
3 Building Construction Building Construction 10/16/2020 8/19/2021 5 220
4 Paving Paving 8/20/2021 9/2/2021 5 10
5 Architectural Coating Architectural Coating 9/3/2021 9/16/2021 5 10
OffRoad Equipment
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Residential Indoor: 125,550; Residential Outdoor: 41,850; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 2,378
(Architectural Coating ±sqft)
Acres of Grading (Site Preparation Phase): 4.5
Acres of Grading (Grading Phase): 6
Acres of Paving: 0.91
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Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor
Site Preparation Graders 1 8.00 187 0.41
Site Preparation Scrapers 1 8.00 367 0.48
Site Preparation Tractors/Loaders/Backhoes 1 8.00 97 0.37
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37
Building Construction Cranes 1 8.00 231 0.29
Building Construction Forklifts 2 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 1 8.00 97 0.37
Building Construction Welders 3 8.00 46 0.45
Paving Cement and Mortar Mixers 1 8.00 9 0.56
Paving Pavers 1 8.00 130 0.42
Paving Paving Equipment 1 8.00 132 0.36
Paving Rollers 2 8.00 80 0.38
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Architectural Coating Air Compressors 1 8.00 78 0.48
Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Site Preparation 3 8.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Grading 4 10.00 0.00 114.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Building Construction 8 61.00 13.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Paving 6 15.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Architectural Coating 1 12.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
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3.2 Site Preparation - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 1.5908 0.0000 1.5908 0.1718 0.0000 0.1718 0.0000 0.0000
Off-Road 1.6782 20.1828 11.5528 0.0249 0.7937 0.7937 0.7302 0.7302 2,410.502
3
2,410.502
3
0.7796 2,429.992
4
Total 1.6782 20.1828 11.5528 0.0249 1.5908 0.7937 2.3845 0.1718 0.7302 0.9020 2,410.502
3
2,410.502
3
0.7796 2,429.992
4
Unmitigated Construction On-Site
3.1 Mitigation Measures Construction
Water Exposed Area
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3.2 Site Preparation - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0347 0.0213 0.2420 8.3000e-
004
0.0894 5.9000e-
004
0.0900 0.0237 5.4000e-
004
0.0243 82.5297 82.5297 1.8800e-
003
82.5768
Total 0.0347 0.0213 0.2420 8.3000e-
004
0.0894 5.9000e-
004
0.0900 0.0237 5.4000e-
004
0.0243 82.5297 82.5297 1.8800e-
003
82.5768
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 0.6204 0.0000 0.6204 0.0670 0.0000 0.0670 0.0000 0.0000
Off-Road 1.6782 20.1828 11.5528 0.0249 0.7937 0.7937 0.7302 0.7302 0.0000 2,410.502
3
2,410.502
3
0.7796 2,429.992
4
Total 1.6782 20.1828 11.5528 0.0249 0.6204 0.7937 1.4141 0.0670 0.7302 0.7972 0.0000 2,410.502
3
2,410.502
3
0.7796 2,429.992
4
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 53 of 70
Orange Corporate Yard - Orange County, Winter
3.2 Site Preparation - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0347 0.0213 0.2420 8.3000e-
004
0.0894 5.9000e-
004
0.0900 0.0237 5.4000e-
004
0.0243 82.5297 82.5297 1.8800e-
003
82.5768
Total 0.0347 0.0213 0.2420 8.3000e-
004
0.0894 5.9000e-
004
0.0900 0.0237 5.4000e-
004
0.0243 82.5297 82.5297 1.8800e-
003
82.5768
Mitigated Construction Off-Site
3.3 Grading - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 7.0998 0.0000 7.0998 3.4274 0.0000 3.4274 0.0000 0.0000
Off-Road 1.9743 21.8681 10.5055 0.0214 1.0234 1.0234 0.9416 0.9416 2,071.598
2
2,071.598
2
0.6700 2,088.348
1
Total 1.9743 21.8681 10.5055 0.0214 7.0998 1.0234 8.1233 3.4274 0.9416 4.3689 2,071.598
2
2,071.598
2
0.6700 2,088.348
1
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 54 of 70
Orange Corporate Yard - Orange County, Winter
3.3 Grading - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1470 5.2902 1.3899 0.0143 0.3308 0.0172 0.3481 0.0906 0.0165 0.1070 1,596.341
8
1,596.341
8
0.1720 1,600.641
9
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0434 0.0266 0.3025 1.0300e-
003
0.1118 7.4000e-
004
0.1125 0.0296 6.8000e-
004
0.0303 103.1621 103.1621 2.3500e-
003
103.2210
Total 0.1905 5.3168 1.6924 0.0154 0.4426 0.0180 0.4606 0.1202 0.0172 0.1374 1,699.504
0
1,699.504
0
0.1744 1,703.862
9
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 2.7689 0.0000 2.7689 1.3367 0.0000 1.3367 0.0000 0.0000
Off-Road 1.9743 21.8681 10.5055 0.0214 1.0234 1.0234 0.9416 0.9416 0.0000 2,071.598
2
2,071.598
2
0.6700 2,088.348
1
Total 1.9743 21.8681 10.5055 0.0214 2.7689 1.0234 3.7924 1.3367 0.9416 2.2782 0.0000 2,071.598
2
2,071.598
2
0.6700 2,088.348
1
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 55 of 70
Orange Corporate Yard - Orange County, Winter
3.3 Grading - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1470 5.2902 1.3899 0.0143 0.3308 0.0172 0.3481 0.0906 0.0165 0.1070 1,596.341
8
1,596.341
8
0.1720 1,600.641
9
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0434 0.0266 0.3025 1.0300e-
003
0.1118 7.4000e-
004
0.1125 0.0296 6.8000e-
004
0.0303 103.1621 103.1621 2.3500e-
003
103.2210
Total 0.1905 5.3168 1.6924 0.0154 0.4426 0.0180 0.4606 0.1202 0.0172 0.1374 1,699.504
0
1,699.504
0
0.1744 1,703.862
9
Mitigated Construction Off-Site
3.4 Building Construction - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.3762 18.2843 15.7622 0.0262 1.0056 1.0056 0.9617 0.9617 2,401.087
6
2,401.087
6
0.5008 2,413.608
4
Total 2.3762 18.2843 15.7622 0.0262 1.0056 1.0056 0.9617 0.9617 2,401.087
6
2,401.087
6
0.5008 2,413.608
4
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 56 of 70
Orange Corporate Yard - Orange County, Winter
3.4 Building Construction - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0434 1.3539 0.3918 3.1600e-
003
0.0831 7.1900e-
003
0.0903 0.0239 6.8800e-
003
0.0308 343.8059 343.8059 0.0300 344.5545
Worker 0.2649 0.1623 1.8455 6.3100e-
003
0.6818 4.5100e-
003
0.6863 0.1808 4.1500e-
003
0.1850 629.2889 629.2889 0.0144 629.6478
Total 0.3083 1.5162 2.2373 9.4700e-
003
0.7649 0.0117 0.7766 0.2047 0.0110 0.2158 973.0948 973.0948 0.0443 974.2023
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.3762 18.2843 15.7622 0.0262 1.0056 1.0056 0.9617 0.9617 0.0000 2,401.087
6
2,401.087
6
0.5008 2,413.608
4
Total 2.3762 18.2843 15.7622 0.0262 1.0056 1.0056 0.9617 0.9617 0.0000 2,401.087
6
2,401.087
6
0.5008 2,413.608
4
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 57 of 70
Orange Corporate Yard - Orange County, Winter
3.4 Building Construction - 2020
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0434 1.3539 0.3918 3.1600e-
003
0.0831 7.1900e-
003
0.0903 0.0239 6.8800e-
003
0.0308 343.8059 343.8059 0.0300 344.5545
Worker 0.2649 0.1623 1.8455 6.3100e-
003
0.6818 4.5100e-
003
0.6863 0.1808 4.1500e-
003
0.1850 629.2889 629.2889 0.0144 629.6478
Total 0.3083 1.5162 2.2373 9.4700e-
003
0.7649 0.0117 0.7766 0.2047 0.0110 0.2158 973.0948 973.0948 0.0443 974.2023
Mitigated Construction Off-Site
3.4 Building Construction - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.1242 16.7963 15.4200 0.0262 0.8661 0.8661 0.8280 0.8280 2,401.168
3
2,401.168
3
0.4866 2,413.333
7
Total 2.1242 16.7963 15.4200 0.0262 0.8661 0.8661 0.8280 0.8280 2,401.168
3
2,401.168
3
0.4866 2,413.333
7
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 58 of 70
Orange Corporate Yard - Orange County, Winter
3.4 Building Construction - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0364 1.2167 0.3629 3.1300e-
003
0.0831 2.6300e-
003
0.0857 0.0239 2.5100e-
003
0.0264 340.8457 340.8457 0.0287 341.5642
Worker 0.2493 0.1464 1.7096 6.0900e-
003
0.6818 4.4100e-
003
0.6863 0.1808 4.0600e-
003
0.1849 607.4576 607.4576 0.0130 607.7828
Total 0.2857 1.3631 2.0725 9.2200e-
003
0.7649 7.0400e-
003
0.7719 0.2047 6.5700e-
003
0.2113 948.3033 948.3033 0.0418 949.3470
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.1242 16.7963 15.4200 0.0262 0.8661 0.8661 0.8280 0.8280 0.0000 2,401.168
3
2,401.168
3
0.4866 2,413.333
7
Total 2.1242 16.7963 15.4200 0.0262 0.8661 0.8661 0.8280 0.8280 0.0000 2,401.168
3
2,401.168
3
0.4866 2,413.333
7
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 59 of 70
Orange Corporate Yard - Orange County, Winter
3.4 Building Construction - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0364 1.2167 0.3629 3.1300e-
003
0.0831 2.6300e-
003
0.0857 0.0239 2.5100e-
003
0.0264 340.8457 340.8457 0.0287 341.5642
Worker 0.2493 0.1464 1.7096 6.0900e-
003
0.6818 4.4100e-
003
0.6863 0.1808 4.0600e-
003
0.1849 607.4576 607.4576 0.0130 607.7828
Total 0.2857 1.3631 2.0725 9.2200e-
003
0.7649 7.0400e-
003
0.7719 0.2047 6.5700e-
003
0.2113 948.3033 948.3033 0.0418 949.3470
Mitigated Construction Off-Site
3.5 Paving - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0633 10.6478 11.7756 0.0178 0.5826 0.5826 0.5371 0.5371 1,709.1107 1,709.110
7
0.5417 1,722.652
4
Paving 0.2384 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 1.3017 10.6478 11.7756 0.0178 0.5826 0.5826 0.5371 0.5371 1,709.110
7
1,709.110
7
0.5417 1,722.652
4
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 60 of 70
Orange Corporate Yard - Orange County, Winter
3.5 Paving - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0613 0.0360 0.4204 1.5000e-
003
0.1677 1.0900e-
003
0.1688 0.0445 1.0000e-
003
0.0455 149.3748 149.3748 3.2000e-
003
149.4548
Total 0.0613 0.0360 0.4204 1.5000e-
003
0.1677 1.0900e-
003
0.1688 0.0445 1.0000e-
003
0.0455 149.3748 149.3748 3.2000e-
003
149.4548
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0633 10.6478 11.7756 0.0178 0.5826 0.5826 0.5371 0.5371 0.0000 1,709.1107 1,709.110
7
0.5417 1,722.652
4
Paving 0.2384 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 1.3017 10.6478 11.7756 0.0178 0.5826 0.5826 0.5371 0.5371 0.0000 1,709.110
7
1,709.110
7
0.5417 1,722.652
4
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 61 of 70
Orange Corporate Yard - Orange County, Winter
3.5 Paving - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0613 0.0360 0.4204 1.5000e-
003
0.1677 1.0900e-
003
0.1688 0.0445 1.0000e-
003
0.0455 149.3748 149.3748 3.2000e-
003
149.4548
Total 0.0613 0.0360 0.4204 1.5000e-
003
0.1677 1.0900e-
003
0.1688 0.0445 1.0000e-
003
0.0455 149.3748 149.3748 3.2000e-
003
149.4548
Mitigated Construction Off-Site
3.6 Architectural Coating - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 39.8972 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.2919 2.0358 2.4234 3.9600e-
003
0.1255 0.1255 0.1255 0.1255 375.2641 375.2641 0.0258 375.9079
Total 40.1890 2.0358 2.4234 3.9600e-
003
0.1255 0.1255 0.1255 0.1255 375.2641 375.2641 0.0258 375.9079
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 62 of 70
Orange Corporate Yard - Orange County, Winter
3.6 Architectural Coating - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0490 0.0288 0.3363 1.2000e-
003
0.1341 8.7000e-
004
0.1350 0.0356 8.0000e-
004
0.0364 119.4999 119.4999 2.5600e-
003
119.5638
Total 0.0490 0.0288 0.3363 1.2000e-
003
0.1341 8.7000e-
004
0.1350 0.0356 8.0000e-
004
0.0364 119.4999 119.4999 2.5600e-
003
119.5638
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 39.8972 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.2919 2.0358 2.4234 3.9600e-
003
0.1255 0.1255 0.1255 0.1255 0.0000 375.2641 375.2641 0.0258 375.9079
Total 40.1890 2.0358 2.4234 3.9600e-
003
0.1255 0.1255 0.1255 0.1255 0.0000 375.2641 375.2641 0.0258 375.9079
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 63 of 70
Orange Corporate Yard - Orange County, Winter
4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
3.6 Architectural Coating - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0490 0.0288 0.3363 1.2000e-
003
0.1341 8.7000e-
004
0.1350 0.0356 8.0000e-
004
0.0364 119.4999 119.4999 2.5600e-
003
119.5638
Total 0.0490 0.0288 0.3363 1.2000e-
003
0.1341 8.7000e-
004
0.1350 0.0356 8.0000e-
004
0.0364 119.4999 119.4999 2.5600e-
003
119.5638
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 3/25/2020 12:12 PMPage 64 of 70
Orange Corporate Yard - Orange County, Winter
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 0.8597 2.0635 8.1341 0.0246 2.4449 0.0305 2.4754 0.6530 0.0287 0.6817 2,521.090
9
2,521.090
9
0.1603 2,525.098
7
Unmitigated 0.8597 2.0635 8.1341 0.0246 2.4449 0.0305 2.4754 0.6530 0.0287 0.6817 2,521.090
9
2,521.090
9
0.1603 2,525.098
7
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Apartments Mid Rise 338.00 304.42 253.58 1,097,392 1,097,392
Parking Lot 0.00 0.00 0.00
Total 338.00 304.42 253.58 1,097,392 1,097,392
Miles Trip %Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by
Apartments Mid Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3
Parking Lot 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH
Apartments Mid Rise 0.558976 0.043534 0.209821 0.113949 0.016111 0.005791 0.025447 0.016654 0.001713 0.001553 0.004896 0.000590 0.000966
Parking Lot 0.558976 0.043534 0.209821 0.113949 0.016111 0.005791 0.025447 0.016654 0.001713 0.001553 0.004896 0.000590 0.000966
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5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated
0.0152 0.1298 0.0553 8.3000e-
004
0.0105 0.0105 0.0105 0.0105 165.7541 165.7541 3.1800e-
003
3.0400e-
003
166.7391
NaturalGas
Unmitigated
0.0152 0.1298 0.0553 8.3000e-
004
0.0105 0.0105 0.0105 0.0105 165.7541 165.7541 3.1800e-
003
3.0400e-
003
166.7391
5.1 Mitigation Measures Energy
Historical Energy Use: N
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6.1 Mitigation Measures Area
6.0 Area Detail
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Mid
Rise
1408.91 0.0152 0.1298 0.0553 8.3000e-
004
0.0105 0.0105 0.0105 0.0105 165.7541 165.7541 3.1800e-
003
3.0400e-
003
166.7391
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0152 0.1298 0.0553 8.3000e-
004
0.0105 0.0105 0.0105 0.0105 165.7541 165.7541 3.1800e-
003
3.0400e-
003
166.7391
Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Mid
Rise
1.40891 0.0152 0.1298 0.0553 8.3000e-
004
0.0105 0.0105 0.0105 0.0105 165.7541 165.7541 3.1800e-
003
3.0400e-
003
166.7391
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0152 0.1298 0.0553 8.3000e-
004
0.0105 0.0105 0.0105 0.0105 165.7541 165.7541 3.1800e-
003
3.0400e-
003
166.7391
Mitigated
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 1.6266 1.0876 5.5639 6.8300e-
003
0.1114 0.1114 0.1114 0.1114 0.0000 1,322.151
6
1,322.151
6
0.0341 0.0241 1,330.176
9
Unmitigated 1.6266 1.0876 5.5639 6.8300e-
003
0.1114 0.1114 0.1114 0.1114 0.0000 1,322.151
6
1,322.151
6
0.0341 0.0241 1,330.176
9
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.1093 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
1.2416 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 0.1204 1.0285 0.4377 6.5600e-
003
0.0832 0.0832 0.0832 0.0832 0.0000 1,312.941
2
1,312.941
2
0.0252 0.0241 1,320.743
3
Landscaping 0.1553 0.0592 5.1263 2.7000e-
004
0.0283 0.0283 0.0283 0.0283 9.2104 9.2104 8.9300e-
003
9.4336
Total 1.6266 1.0876 5.5639 6.8300e-
003
0.1114 0.1114 0.1114 0.1114 0.0000 1,322.151
6
1,322.151
6
0.0341 0.0241 1,330.176
9
Unmitigated
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8.1 Mitigation Measures Waste
7.1 Mitigation Measures Water
7.0 Water Detail
8.0 Waste Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.1093 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
1.2416 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 0.1204 1.0285 0.4377 6.5600e-
003
0.0832 0.0832 0.0832 0.0832 0.0000 1,312.941
2
1,312.941
2
0.0252 0.0241 1,320.743
3
Landscaping 0.1553 0.0592 5.1263 2.7000e-
004
0.0283 0.0283 0.0283 0.0283 9.2104 9.2104 8.9300e-
003
9.4336
Total 1.6266 1.0876 5.5639 6.8300e-
003
0.1114 0.1114 0.1114 0.1114 0.0000 1,322.151
6
1,322.151
6
0.0341 0.0241 1,330.176
9
Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
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11.0 Vegetation
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type
User Defined Equipment
Equipment Type Number
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Orange Corporate Yard Affordable Housing Air Quality Impact Analysis
13209-02 AQ Report
APPENDIX 3.2:
EMFAC2017 OUTPUTS
Orange Corporate Yard Affordable Housing Air Quality Impact Analysis
13209-02 AQ Report
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EMFAC2017 Derived CalEEMod Annual Emission Rates: Year 2021 1,2
Season Pollutant LDA LDT1 LDT2 MDV LHDT1 LHDT2 MHDT HHDT OBUS UBUS MCY SBUS MH
Annual CH4_IDLEX 0 0 0 0 0.0058183 0.00425282 0.004913457 0.029180728 0.00906 0 0 0.0714282 0
Annual CH4_RUNEX 0.0026622 0.0062082 0.0040565 0.0056007 0.0050096 0.003663309 0.005611295 0.143488843 0.0093584 7.2849709 0.3521134 0.0114268 0.0033605
Annual CH4_STREX 0.0511764 0.0727858 0.0690132 0.0837837 0.016229 0.011586755 0.01208686 8.15026E-07 0.0230147 0.0337336 0.2374018 0.0071319 0
Annual CO_IDLEX 0 0 0 0 0.1898945 0.155572043 0.38643527 5.390923897 0.5515108 0 0 2.7963869 0
Annual CO_RUNEX 0.676961 1.2590288 0.9110676 1.1161388 0.5725131 0.409306589 0.508562417 0.835157213 1.0077586 27.896879 18.896761 1.0346099 0.3118554
Annual CO_STREX 2.1123262 2.3225734 2.6884257 3.1175034 1.0861479 0.759714254 1.307966412 0.011132203 2.4359934 1.8117994 8.432182 1.0183561 0
Annual CO2_NBIO_IDLEX 0 0 0 0 9.0516755 13.60684734 56.75144888 1057.870099 84.33171 0 0 356.18273 0
Annual CO2_NBIO_RUNEX 265.51875 313.04658 341.01043 420.73475 667.71993 679.1017315 1086.342195 1517.437281 1422.0952 2044.628 214.48583 1128.8206 981.53223
Annual CO2_NBIO_STREX 54.226592 65.113251 71.312111 86.719431 12.4108 10.0115083 12.85582774 0.086566412 20.276829 22.756268 60.108064 5.7940876 0
Annual NOX_IDLEX 0 0 0 0 0.0605983 0.092760902 0.425018678 5.918100863 0.5205649 0 0 3.8198954 0
Annual NOX_RUNEX 0.0383452 0.1007261 0.0735445 0.1026661 0.8116797 0.935087861 1.961193427 3.925745664 1.848041 4.0422211 1.120463 6.3320408 3.9089336
Annual NOX_STREX3 0.1865143 0.2633183 0.29006 0.358847 0.3444016 0.248909147 1.103398402 1.993253306 0.6098473 0.2417472 0.2626822 0.550729 0
Annual PM10_IDLEX 0 0 0 0 0.0007559 0.001197431 0.001450524 0.008487913 0.0020433 0 0 0.0063356 0
Annual PM10_PMBW 0.03675 0.03675 0.03675 0.03675 0.07644 0.089180026 0.130340037 0.060168391 0.13034 0.0779153 0.01176 0.7448002 0.13034
Annual PM10_PMTW 0.008 0.008 0.008 0.008 0.0096464 0.010448076 0.012000003 0.035070902 0.012 0.030341 0.004 0.0106332 0.016
Annual PM10_RUNEX 0.0016709 0.002304 0.0016355 0.0017835 0.0072149 0.01011673 0.053042719 0.050099556 0.0359005 0.0052916 0.0021162 0.0434156 0.0977156
Annual PM10_STREX 0.0019231 0.002643 0.0018194 0.0019818 0.0002553 0.000149385 0.000119066 1.47834E-06 0.0001951 3.968E-05 0.0032682 6.512E-05 0
Annual PM25_IDLEX 0 0 0 0 0.0007232 0.001145631 0.001387775 0.00812073 0.0019549 0 0 0.0060616 0
Annual PM25_PMBW 0.01575 0.01575 0.01575 0.01575 0.03276 0.038220011 0.055860016 0.025786453 0.05586 0.0333923 0.00504 0.3192001 0.05586
Annual PM25_PMTW 0.002 0.002 0.002 0.002 0.0024116 0.002612019 0.003000001 0.008767726 0.003 0.0075853 0.001 0.0026583 0.004
Annual PM25_RUNEX 0.001539 0.0021198 0.0015051 0.0016452 0.0068769 0.009664063 0.050742199 0.047932232 0.0343322 0.0050593 0.0019796 0.0415199 0.0934884
Annual PM25_STREX 0.0017683 0.0024303 0.0016729 0.0018232 0.0002348 0.000137354 0.000109476 1.35928E-06 0.0001794 3.648E-05 0.0030806 5.987E-05 0
Annual ROG_DIURN 0.0503098 0.1236004 0.0717055 0.0823723 0.0022568 0.00145685 0.000487315 5.80304E-06 0.0018494 0.0026629 1.1565654 0.0011352 0
Annual ROG_HTSK 0.0959558 0.1943239 0.1224766 0.1402768 0.0719889 0.049492839 0.019666527 0.000242728 0.0212384 0.032411 0.7153915 0.0103435 0
Annual ROG_IDLEX 0 0 0 0 0.0229506 0.018888472 0.023638021 0.412676086 0.0592205 0 0 0.3358753 0
Annual ROG_RESTL 0.0483588 0.1061304 0.0755076 0.0901325 0.0014216 0.000933696 0.00032888 4.10628E-06 0.0009779 0.0018538 0.7240955 0.000575 0
Annual ROG_RUNEX 0.01029 0.0271258 0.01626 0.024631 0.0467663 0.047975622 0.094206648 0.116035103 0.1001765 0.1083389 2.4024984 0.1364137 0.0723488
Annual ROG_RUNLS 0.2055733 0.6601127 0.3928348 0.419184 0.4657035 0.303604887 0.097921591 0.001121198 0.2261676 0.2094232 2.071765 0.0700937 0
Annual ROG_STREX 0.2291589 0.3626635 0.3182678 0.4108399 0.0788576 0.056226993 0.061400734 4.2665E-06 0.1188067 0.1464465 1.8179911 0.0418849 0
Annual SO2_IDLEX 0 0 0 0 8.794E-05 0.000130569 0.000540325 0.009694121 0.0008033 0 0 0.0033995 0
Annual SO2_RUNEX 0.0026267 0.0030978 0.0033737 0.0041596 0.0065213 0.006578388 0.01039974 0.013431586 0.0138022 0.0043416 0.0021225 0.0107991 0.009279
Annual SO2_STREX 0.0005366 0.0006443 0.0007057 0.0008582 0.0001228 9.9072E-05 0.000127219 8.56645E-07 0.0002007 0.0002252 0.0005948 5.734E-05 0
Annual TOG_DIURN 0.0503098 0.1236004 0.0717055 0.0823723 0.0022568 0.00145685 0.000487315 5.80304E-06 0.0018494 0.0026629 1.1565654 0.0011352 0
Annual TOG_HTSK 0.0959558 0.1943239 0.1224766 0.1402768 0.0719889 0.049492839 0.019666527 0.000242728 0.0212384 0.032411 0.7153915 0.0103435 0
Annual TOG_IDLEX 0 0 0 0 0.0325212 0.026056394 0.032381138 0.479881628 0.076582 0 0 0.4823253 0
Annual TOG_RESTL 0.0483588 0.1061304 0.0755076 0.0901325 0.0014216 0.000933696 0.00032888 4.10628E-06 0.0009779 0.0018538 0.7240955 0.000575 0
Annual TOG_RUNEX 0.0149586 0.0395341 0.0236778 0.0348539 0.0586731 0.057075185 0.109620566 0.271310933 0.1233614 7.4397864 2.9688012 0.165971 0.0823643
Annual TOG_RUNLS 0.2055733 0.6601127 0.3928348 0.419184 0.4657035 0.303604887 0.097921591 0.001121198 0.2261676 0.2094232 2.071765 0.0700937 0
Annual TOG_STREX 0.2508986 0.3970681 0.3484624 0.4497854 0.0863392 0.06156148 0.067226075 4.67128E-06 0.1300784 0.1603404 1.9783863 0.0458587 0
Summer CH4_IDLEX 0 0 0 0 0.0058302 0.004261536 0.004651502 0.030213878 0.0090787 0 0 0.071437 0
Summer CH4_RUNEX 0.0028325 0.0065571 0.0043054 0.0059079 0.0050977 0.003700791 0.005647391 0.143490635 0.009494 7.2849994 0.3453667 0.0115597 0.0033605
Summer CH4_STREX 0.0464351 0.0657139 0.0625838 0.0759224 0.0157155 0.011220824 0.011684026 7.82825E-07 0.0221876 0.0314866 0.2132976 0.0064082 0
Summer CO_IDLEX 0 0 0 0 0.1898945 0.155572043 0.306998009 5.250641928 0.5262973 0 0 2.7492343 0
Summer CO_RUNEX 0.7378552 1.3595211 0.9893563 1.2026469 0.5814664 0.413051631 0.512509636 0.835641687 1.0234144 27.89857 18.172488 1.0499407 0.3118554
Summer CO_STREX 1.820993 1.9969318 2.3159853 2.6846825 1.0419007 0.728861372 1.246574526 0.010609711 2.311646 1.6059776 7.7377408 0.8411907 0
Summer CO2_NBIO_IDLEX 0 0 0 0 9.0516755 13.60684734 57.73082646 1057.017712 84.934254 0 0 367.48083 0
Summer CO2_NBIO_RUNEX 276.4037 324.17666 352.00379 432.27664 667.73607 679.1083559 1086.349145 1517.438097 1422.1229 2044.631 213.12379 1128.8479 981.53223
Summer CO2_NBIO_STREX 53.687719 64.470641 70.614517 85.894284 12.33165 9.956181018 12.75090126 0.085737692 20.064702 22.39574 58.356221 5.4989568 0
Summer NOX_IDLEX 0 0 0 0 0.0605983 0.092760902 0.428196473 5.778824464 0.5205055 0 0 3.9282039 0
Summer NOX_RUNEX 0.0339228 0.0885789 0.0648783 0.0906107 0.7638127 0.883071004 1.85324123 3.718998106 1.7355231 4.0331874 0.9847034 5.9792455 3.7010381
Summer NOX_STREX3 0.1734497 0.2449331 0.2697565 0.3337416 0.3307364 0.239033078 1.098777747 1.993196651 0.5998071 0.2317825 0.2496622 0.54766 0
Summer PM10_IDLEX 0 0 0 0 0.0007559 0.001197431 0.001224758 0.007807302 0.0017267 0 0 0.005346 0
Summer PM10_PMBW 0.03675 0.03675 0.03675 0.03675 0.07644 0.089180026 0.130340037 0.060168391 0.13034 0.0779153 0.01176 0.7448002 0.13034
Summer PM10_PMTW 0.008 0.008 0.008 0.008 0.0096464 0.010448076 0.012000003 0.035070902 0.012 0.030341 0.004 0.0106332 0.016
Summer PM10_RUNEX 0.0016709 0.002304 0.0016355 0.0017835 0.0072149 0.01011673 0.053042719 0.050099556 0.0359005 0.0052916 0.0021162 0.0434156 0.0977156
Summer PM10_STREX 0.0019231 0.002643 0.0018194 0.0019818 0.0002553 0.000149385 0.000119066 1.47834E-06 0.0001951 3.968E-05 0.0032682 6.512E-05 0
Summer PM25_IDLEX 0 0 0 0 0.0007232 0.001145631 0.001171776 0.007469561 0.001652 0 0 0.0051148 0
Summer PM25_PMBW 0.01575 0.01575 0.01575 0.01575 0.03276 0.038220011 0.055860016 0.025786453 0.05586 0.0333923 0.00504 0.3192001 0.05586
Summer PM25_PMTW 0.002 0.002 0.002 0.002 0.0024116 0.002612019 0.003000001 0.008767726 0.003 0.0075853 0.001 0.0026583 0.004
Summer PM25_RUNEX 0.001539 0.0021198 0.0015051 0.0016452 0.0068769 0.009664063 0.050742199 0.047932232 0.0343322 0.0050593 0.0019796 0.0415199 0.0934884
Summer PM25_STREX 0.0017683 0.0024303 0.0016729 0.0018232 0.0002348 0.000137354 0.000109476 1.35928E-06 0.0001794 3.648E-05 0.0030806 5.987E-05 0
Summer ROG_DIURN 0.0739013 0.1813101 0.105323 0.1209751 0.0031604 0.002040503 0.000689465 8.51979E-06 0.0025309 0.0036376 1.7396862 0.0015477 0
Summer ROG_HTSK 0.09825 0.2000483 0.1253489 0.1432522 0.0730327 0.050523824 0.02017116 0.000246164 0.0215333 0.0330443 0.7578991 0.0104269 0
Summer ROG_IDLEX 0 0 0 0 0.0229506 0.018888472 0.022512789 0.429090582 0.0592601 0 0 0.3350709 0
Summer ROG_RESTL 0.0665233 0.1466396 0.1029776 0.1229018 0.001945 0.001276555 0.000456027 6.08571E-06 0.0013344 0.0024726 1.1382663 0.0007854 0
Summer ROG_RUNEX 0.0108593 0.0284841 0.0171334 0.025638 0.0472174 0.048135225 0.094367235 0.116046116 0.100848 0.1084206 2.3424882 0.1371051 0.0723488
Summer ROG_RUNLS 0.1931798 0.6088256 0.364441 0.3904028 0.4496892 0.292449975 0.094013255 0.001101168 0.2201223 0.1890778 1.9400395 0.0631606 0
Summer ROG_STREX 0.2061922 0.324992 0.2863157 0.3693945 0.0761719 0.054313389 0.05913185 4.10884E-06 0.11433 0.1362322 1.6220518 0.0376216 0
Summer SO2_IDLEX 0 0 0 0 8.794E-05 0.000130569 0.000549754 0.009685096 0.000809 0 0 0.0035062 0
Summer SO2_RUNEX 0.0027344 0.003208 0.0034825 0.0042738 0.0065214 0.006578454 0.010399809 0.013431594 0.0138025 0.0043416 0.002109 0.0107994 0.009279
Summer SO2_STREX 0.0005313 0.000638 0.0006988 0.00085 0.000122 9.85245E-05 0.000126181 8.48444E-07 0.0001986 0.0002216 0.0005775 5.442E-05 0
Summer TOG_DIURN 0.0739013 0.1813101 0.105323 0.1209751 0.0031604 0.002040503 0.000689465 8.51979E-06 0.0025309 0.0036376 1.7396862 0.0015477 0
Summer TOG_HTSK 0.09825 0.2000483 0.1253489 0.1432522 0.0730327 0.050523824 0.02017116 0.000246164 0.0215333 0.0330443 0.7578991 0.0104269 0
Summer TOG_IDLEX 0 0 0 0 0.0325212 0.026056394 0.030771904 0.498839249 0.076627 0 0 0.4814096 0
Summer TOG_RESTL 0.0665233 0.1466396 0.1029776 0.1229018 0.001945 0.001276555 0.000456027 6.08571E-06 0.0013344 0.0024726 1.1382663 0.0007854 0
Summer TOG_RUNEX 0.0157892 0.0415161 0.0249522 0.0363741 0.0593314 0.057308077 0.109854895 0.271327003 0.1243413 7.4399056 2.8968413 0.1669799 0.0823643
Summer TOG_RUNLS 0.1931798 0.6088256 0.364441 0.3904028 0.4496892 0.292449975 0.094013255 0.001101168 0.2201223 0.1890778 1.9400395 0.0631606 0
Summer TOG_STREX 0.2257533 0.355823 0.313479 0.4044123 0.0833987 0.059466325 0.064741933 4.49866E-06 0.125177 0.1491571 1.7652286 0.0411909 0
Winter CH4_IDLEX 0 0 0 0 0.0058161 0.004251174 0.005290456 0.018088907 0.0090542 0 0 0.0714766 0
Winter CH4_RUNEX 0.0026083 0.0060953 0.0039776 0.0055001 0.0049859 0.003653327 0.005599216 0.005036142 0.0093186 7.2849643 0.3534373 0.0113893 0.0033605
Winter CH4_STREX 0.0522025 0.0743172 0.0704044 0.0854827 0.0163345 0.011661969 0.012156186 8.22675E-07 0.0231971 0.0342054 0.2421179 0.0072358 0
Winter CO_IDLEX 0 0 0 0 0.1898945 0.155572043 0.49740152 5.417119895 0.5863294 0 0 2.8615024 0
Winter CO_RUNEX 0.6541802 1.2209332 0.881685 1.0825943 0.5701406 0.408302138 0.507385586 0.459955504 1.003103 27.896473 19.005068 1.0301974 0.3118554
Winter CO_STREX 2.1761713 2.39392 2.7701775 3.2124451 1.0928188 0.764438278 1.319688181 0.011232219 2.4558962 1.8485389 8.5477794 1.0348692 0
Winter CO2_NBIO_IDLEX 0 0 0 0 9.0516755 13.60684734 55.39148043 1027.42313 83.499625 0 0 340.58058 0
Winter CO2_NBIO_RUNEX 261.50256 308.93889 336.95399 416.47405 667.71564 679.0999518 1086.340122 1421.631547 1422.087 2044.6272 214.69965 1128.8128 981.53223
Winter CO2_NBIO_STREX 54.344338 65.253393 71.464713 86.899703 12.42322 10.02031193 12.87617297 0.086725067 20.311668 22.821708 60.41943 5.822304 0
Winter NOX_IDLEX 0 0 0 0 0.0605983 0.092760902 0.420629275 5.916808043 0.520647 0 0 3.6703265 0
Winter NOX_RUNEX 0.0371725 0.0978025 0.0713339 0.0996053 0.7971096 0.918535607 1.924443435 3.778199659 1.8137951 4.0401893 1.0935445 6.222306 3.8362919
Winter NOX_STREX3 0.1895076 0.2675486 0.294715 0.3646084 0.3478185 0.251379846 1.104572503 1.993267702 0.6124416 0.2439934 0.2657706 0.5515208 0
Winter PM10_IDLEX 0 0 0 0 0.0007559 0.001197431 0.001762295 0.008981556 0.0024806 0 0 0.0077023 0
Winter PM10_PMBW 0.03675 0.03675 0.03675 0.03675 0.07644 0.089180026 0.130340037 0.058443069 0.13034 0.0779153 0.01176 0.7448002 0.13034
Winter PM10_PMTW 0.008 0.008 0.008 0.008 0.0096464 0.010448076 0.012000003 0.034064883 0.012 0.030341 0.004 0.0106332 0.016
Winter PM10_RUNEX 0.0016709 0.002304 0.0016355 0.0017835 0.0072149 0.01011673 0.053042719 0.049949536 0.0359005 0.0052916 0.0021162 0.0434156 0.0977156
Winter PM10_STREX 0.0019231 0.002643 0.0018194 0.0019818 0.0002553 0.000149385 0.000119066 1.47834E-06 0.0001951 3.968E-05 0.0032682 6.512E-05 0
Winter PM25_IDLEX 0 0 0 0 0.0007232 0.001145631 0.001686059 0.008593018 0.0023733 0 0 0.0073691 0
Winter PM25_PMBW 0.01575 0.01575 0.01575 0.01575 0.03276 0.038220011 0.055860016 0.025047029 0.05586 0.0333923 0.00504 0.3192001 0.05586
Winter PM25_PMTW 0.002 0.002 0.002 0.002 0.0024116 0.002612019 0.003000001 0.008516221 0.003 0.0075853 0.001 0.0026583 0.004
Winter PM25_RUNEX 0.001539 0.0021198 0.0015051 0.0016452 0.0068769 0.009664063 0.050742199 0.047788702 0.0343322 0.0050593 0.0019796 0.0415199 0.0934884
Winter PM25_STREX 0.0017683 0.0024303 0.0016729 0.0018232 0.0002348 0.000137354 0.000109476 1.35928E-06 0.0001794 3.648E-05 0.0030806 5.987E-05 0
Winter ROG_DIURN 0.0500133 0.1261612 0.0694444 0.0790961 0.0023614 0.001501557 0.000498498 6.05885E-06 0.0019065 0.0025391 1.2834672 0.0011729 0
Winter ROG_HTSK 0.1035185 0.2175179 0.1315211 0.1493888 0.08193 0.055421142 0.021230999 0.000270177 0.0225292 0.0342366 0.917545 0.0112433 0
Winter ROG_IDLEX 0 0 0 0 0.0229506 0.018888472 0.025211404 0.389449216 0.0591659 0 0 0.3369861 0
Winter ROG_RESTL 0.0483973 0.10636 0.075294 0.0900032 0.0014457 0.000932936 0.000331178 4.29774E-06 0.0009818 0.0017546 0.7646011 0.0005683 0
Winter ROG_RUNEX 0.0100972 0.0266549 0.0159638 0.0242573 0.046643 0.047932128 0.094158493 0.106892355 0.0999751 0.1083194 2.41436 0.1362141 0.0723488
Winter ROG_RUNLS 0.2341396 0.7794614 0.4587962 0.4862285 0.5049027 0.331002527 0.107667984 0.001194304 0.2418144 0.2555291 2.3757123 0.0853176 0
Winter ROG_STREX 0.2340886 0.3707234 0.3251258 0.4197141 0.0794077 0.05661897 0.061926669 4.30304E-06 0.1197873 0.1485929 1.8565479 0.0424932 0
Winter SO2_IDLEX 0 0 0 0 8.794E-05 0.000130569 0.00052723 0.009706584 0.0007954 0 0 0.0032521 0
Winter SO2_RUNEX 0.0025869 0.0030572 0.0033336 0.0041175 0.0065212 0.006578371 0.010399719 0.013431584 0.0138021 0.0043416 0.0021246 0.010799 0.009279
Winter SO2_STREX 0.0005378 0.0006457 0.0007072 0.0008599 0.0001229 9.91591E-05 0.00012742 8.58215E-07 0.000201 0.0002258 0.0005979 5.762E-05 0
Winter TOG_DIURN 0.0500133 0.1261612 0.0694444 0.0790961 0.0023614 0.001501557 0.000498498 6.05885E-06 0.0019065 0.0025391 1.2834672 0.0011729 0
Winter TOG_HTSK 0.1035185 0.2175179 0.1315211 0.1493888 0.08193 0.055421142 0.021230999 0.000270177 0.0225292 0.0342366 0.917545 0.0112433 0
Winter TOG_IDLEX 0 0 0 0 0.0325212 0.026056394 0.034631855 0.443358287 0.0765198 0 0 0.48359 0
Winter TOG_RESTL 0.0483973 0.10636 0.075294 0.0900032 0.0014457 0.000932936 0.000331178 4.29774E-06 0.0009818 0.0017546 0.7646011 0.0005683 0
Winter TOG_RUNEX 0.0146774 0.0388473 0.0232457 0.0343003 0.0584933 0.05701172 0.1095503 0.121846151 0.1230676 7.4397579 2.9829679 0.1656798 0.0823643
Winter TOG_RUNLS 0.2341396 0.7794614 0.4587962 0.4862285 0.5049027 0.331002527 0.107667984 0.001194304 0.2418144 0.2555291 2.3757123 0.0853176 0
Winter TOG_STREX 0.2562959 0.4058925 0.355971 0.4595007 0.0869414 0.061990646 0.067801908 4.71129E-06 0.1311521 0.1626905 2.0203338 0.0465247 0
2 Unless otherwise noted, per CalEEMod methodology, the calculated CalEEMod emission rates are derived from the emission rates obtained using the EMFAC2017 Web Database for the
County of Orange region .
3 Because EMFAC2017 provides vehicle trips data for MHDT and HHDT diesel trucks, the formula provided in Appendix A of the CalEEMod User's Guide in calculating the NO X STREX emission
rates are utilized.
1 Source: California Air Resources Board. EMFAC2017 Web Database. https://www.arb.ca.gov/emfac/2017/; California Air Pollution Control Officers Association (CAPCOA). 2017, November.
California Emissions Estimator Model User's Guide, Version 2016.3.2, Appendix A.
Orange Corporate Yard Affordable Housing Air Quality Impact Analysis
13209-02 AQ Report
APPENDIX 3.3:
SCAQMD BRIEF
Orange Corporate Yard Affordable Housing Air Quality Impact Analysis
13209-02 AQ Report
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